SCOPE OF WORK MEETING FORM Westmont Shopping Center Traffic Impact Analysis Base Assumptions

Contact Information Consultant Name: Tele: E-mail: Developer/Owner Name: Tele: E-mail:

Mike Pinkoske, PTP 703.676.3609 [email protected] Stacy C. Hornstein Republic Properties Corp. 301.385.8041 [email protected]

Project Information Project Name: Project Location:

Project Description:

Westmont Shopping Center The Westmont Shopping Center is located in the northeast quadrant of the Columbia Pike/S. Glebe Road intersection in Arlington County, Virginia. The Property consists of one tax parcel, identified as Arlington County RPC #25012-001. Per the plans provided, the existing 44,047 S.F. of retail uses would be razed and redeveloped with a new building consisting of approximately 245 residential units and approximately 24,140 S.F. of ground-level retail space. The subject property would be served by approximately 364 parking spaces (310 residential and 54 retail). Access to the residential parking garage would be provided via the existing alley along the north and east sides of the site with access from Columbia Pike and S. Glebe Road. The retail parking would be accessed via the alley and the existing limited access driveway on S. Glebe Road. The existing western driveway on Columbia Pike would be closed. A copy of the concept and site plan is shown on Figure 1.

Proposed Use:

Residential 

Commercial 

Proposed Use / Trip Generation

See Tables 1 and 2 for Trip Generation Tables Existing Westmont Shopping Center Site 44,047 SF Retail Uses Proposed Westmont Shopping Center Site 245 Residential Dwelling Units 24,140 SF Retail Uses

A-1

Mixed Use X

Other 

ITE Land Uses Retail – 820 Residential – 220 Note: The proposed redevelopment would not exceed the VDOT Chapter 870 thresholds of 5,000 new daily trips (see Table 1).

Traffic Impact Analysis Assumptions Study Period

Existing Year: 2017

Study Area Boundaries (Attach map)

North: 7th Street S.

South: 12th Street S.

East: S. Walter Reed Drive

West: S. Monroe Street

See Figure 2

Build-out Year: 2020

Design Year: N/A

Consistency With Comprehensive Plan

Development would be consistent with the General Land Use Plan (GLUP) and the Columbia Pike Special Revitalization District.

Available Traffic Data (Historical, forecasts)

Published VDOT Average Annual Daily Traffic (AADT) Data: S. Glebe Drive – 2016: 31,000 Columbia Pike – 2016: 24,000 2015: 30,000 2015: 24,000 2014: 30,000 2014: 25,000 2013: 31,000 2013: 25,000 2012: 40,000 2012: 26,000

Trip Distribution See Figure 2

Road Name: S. Glebe Road

North: 20% / 25% out

South: 20% / 25%

E __%

W %

Road Name: Columbia Pike

N __%

S __%

East: 20% / 30%

West: 20% / 20%

Road Name: S. Highland Street

North: 5% / 5%

South: 5% / 0%

E __%

W __%

Road Name: S. Walter Reed Drive

North: 5% / 20% in

South: 5% / 0%

E __%

W __%

(Retail/Residential) *Existing driveway counts will be reviewed to verify the retail distributions and/or modified accordingly.

Annual Vehicle Trip Growth Rate: See Table 3

Study Intersections See Figure 2

Based on a review of VDOT AADT data in the site vicinity, a rate of 0.5 - percent will be used, compounded annually.

Peak Period for Study (circle all that apply)

1. 7th Street S./ S. Glebe Road

7. Columbia Pike/S. Highland Street

2. 9th Street S./S. Glebe Road

8. Columbia Pike/S. Highland Street

AM PM

3. 9th Street S./S. Highland Street 9. Columbia Pike/S. Walter Reed Drive 4. Columbia Pike/S. Monroe Street

10. 12th Street S./S. Glebe Road

5. Columbia Pike/S. Glebe Road

11. Five (5) existing site driveways along Columbia Pike, S. Glebe Road, and the adjacent alley

6. Alley/S. Highland Street

A-2

**Based on a review of peak hour traffic counts in the area, traffic count data will be collected between 7am-10am and 4pm-7pm at all site driveways and off-site study intersection on a typical weekday when public schools are in session.

Trip Adjustment Factors

Internal allowance:  Yes X No Reduction: X Synchro 9.1  HCS (v.2000/+)  aaSIDRA  CORSIM  Other

Pass-by allowance: X Yes  No Reduction: 34% (Retail Only)

Software Methodology

Synchro version 9.1 software will be used for intersection analysis.

A Non-Auto mode split reduction of 30% will be assumed for residential use based on US Census Data and 20% for retail uses consistent with TIAs in the area.

The following improvement projects will be included in the traffic study:

Improvement(s) Assumed

Background Traffic Studies Considered

Plan Submission Additional Issues to be Addressed Site Forecast Assumptions

Columbia Pike Transit Station Projects • Columbia Pike – S. Joyce Street to S. Orme Street • Columbia Pike – S. Quinn Street to S. Courthouse Road • Columbia Pike – S. Courthouse Road to S. Garfield Street • Columbia Pike – S. Oakland Street to S. Wakefield Street • Columbia Pike – S. Dinwiddie Street to S. Jefferson Street Columbia Pike Multimodal Street Improvements • Utility Undergrounding & Streetscape Improvements: o Wakefield Street to Oakland Street o Garfield Street to Quinn Street o Orme Street to Joyce Street Pipeline developments in the vicinity of the site, that are planned to be constructed and operational by 2020, to be included in the analysis are as follows: • Columbia Pike Village Center • Trafalgar Flats • Axumite Village • Gilliam Place • 2400 Columbia Pike  Master Development Plan (MDP) X Form Based Code Use Permit Preliminary/Sketch Plan X Queuing analysis  Actuation/Coordination  Weaving analysis  Merge analysis X Bike/Ped Accommodations X Intersection(LOS) X TDM Measures Existing site traffic will be removed from the road network based on observed traffic counts. New site traffic will be assigned to the network using the proposed site trip generation table along with the site distributions. Note that the distributions may be refined upon traffic count collection.

A-3



ADDITIONAL NOTES: •

This Form Based Code Use Permit proposal does not trigger VDOT 870 trip thresholds of 5,000 total daily trips, as shown in Table 1.

•

The study will include a discussion regarding the directions of approach for the site trips. Existing driveway counts will be reviewed to verify the retail distributions and/or modified accordingly.

•

Field measured PHF’s will be used if between 0.85 and higher, if lower, a 0.85 PHF will be used. For future conditions a PHF of 0.92 or higher will be used.

•

Level of service calculations for existing and future conditions without and with development shall be in accordance with the Highway Capacity Manual (HCM) 2000 methodologies, as computed by Synchro 9.1 software. Typical Synchro parameters to be utilized in this analysis will be consistent with VDOT’s TOSAM and Arlington County standards.

•

Study will include a comprehensive discussion of the multimodal transportation options available in the vicinity of the site and make recommendations on potential improvements, if necessary.

SIGNED:

PRINT NAME:

SIGNED:

Applicant or Consultant

DATE: _ 10/18/2017

_______

___Michael Pinkoske, PTP___ Applicant or Consultant

______________________________ Local Government Representative

PRINT NAME: _____________________________ Local Government Representative

A-4

DATE: ______________

A-5

A-6

820

ITE Code

44,047

 Size 

SF

Units

          36           36

           95            95

AM Peak Hour OUT TOTAL

          59           59

IN

220 245 DU           25           99          124 Residential Retail 820 24,140 SF           14               9            23           39         108          147 Total Proposed Trips Summary Total Existing Trips           59           36            95 Total Proposed Trips           39         108          147          (20)           72            52   Difference Notes: 1. Trips generated using Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition.

Proposed Conditions

Retail   Total Existing Trips

Existing Conditions

Land Use

Table 1 Westmont Shopping Center Chapter 870 Compliance Trip Generation Analysis 1

          53           47         100

        152           90         242

        346         346

               1,608                2,696                4,304

               3,985                3,985

Weekday ADT

        166         180         346                3,985         142         100         242                4,304          (24)          (80)       (104)                    319

          99           43         142

        180         180

PM Peak Hour OUT TOTAL

        166         166

IN

A-7

24,140

820 20% 34%

245

 Size 

220 30%

ITE Code

SF

DU

Units

          25             (8)           17           14             (3)           11             (4)             7

         108           (32)             (2)           74

          99           (30)           69             9             (2)             7             (2)             5

         147           (42)             (6)          99

       124           (37)          87          23             (5)          18             (6)          12

AM Peak Hour IN OUT TOTAL

Total Trips without Adjustments            39 Total Non‐Auto            (11) Total Pass‐by Reduction             (4)           24 Total Trips with Adjustments Notes: 1. Trips generated using Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition. 2.  Non‐Auto mode adjustment is based on the U.S. Census data and/or other studies in the area. 3.  Pass‐by percentage based on ITE's Trip Generation Handbook, 9th Edition.

Summary

Residential   Non‐Auto2 Residential with Adjustments Retail   Non‐Auto2 Subtotal   Pass‐by Reduction3 Retail with Adjustments

Proposed Conditions

Land Use

Table 2 Westmont Shopping Center TIA Trip Generation Analysis 1

         142           (39)           (12)          91

         99           (30)          69          43             (9)          34           (12)          22

         100           (25)           (13)          62

         53           (16)          37          47             (9)          38           (13)          25

         242           (64)           (24)        154

       152           (46)        106          90           (18)          72           (24)          48

PM Peak Hour IN OUT TOTAL

                4,304                (1,021)                   (733)               2,550

              1,608                   (482)               1,126               2,696                   (539)               2,157                   (733)               1,424

Weekday ADT

H GL EBE

RESIDENTIAL ENTRANCE

DRIVEWAY TO RETAIL

A-8 PLAN PROVIDED BY: LESSARD DESIGN

COLUMBIA PIKE

EXISTING DRIVEWAY-TO BE CLOSED

NORTH Westmont Shopping Center Arlington County, VA

..\Plans\Meeting Handout 8.17.17_Page_02.jpg

ROA D

Figure 1 Conceptual Site Plan

SOU T

DRIVEWAY TO RETAIL

O:\PROJECTS\7001 - 7500\7298 WESTMONT SHOPPING CENTER\GRAPHICS\WESTMONT SCOPING DOCUMENT.DWG

Y LE L A

A-9 10

TH H

8 SOU

% 25 ALTE R

IGHL

REED

AND STRE ET

12TH STREET SOUTH

11

7

6 9

9TH STREET SOUTH

SOU TH W DRIV E

20%

SOUTH LINCOLN STR

25%

EET

Study Intersection

Site Trip Distribution - Residential XX%

NORTH Westmont Shopping Center Arlington County, VA

30%

20%

20%

X

Site Trip Distribution - Retail

5%

XX%

5%

Figure 2 Study Intersections and Trip Distributions

SOUTH MONROE STREET

20%

ROA D

5

LEBE

4

TH G

SITE

STREET

COLUMBIA PIKE

SOU

11

IGHLAND

SOUTH H

3

5%

2

5%

20%

% 20 7TH STREET SOUTH

1

O:\PROJECTS\7001 - 7500\7298 WESTMONT SHOPPING CENTER\GRAPHICS\WESTMONT SCOPING DOCUMENT.DWG

5%

Westmont Shopping Center August 13, 2018

APPENDIX B MULTIMODAL INFORMATION

B08101

MEANS OF TRANSPORTATION TO WORK BY AGE Universe: Workers 16 years and over 2012-2016 American Community Survey 5-Year Estimates

Supporting documentation on code lists, subject definitions, data accuracy, and statistical testing can be found on the American Community Survey website in the Data and Documentation section. Sample size and data quality measures (including coverage rates, allocation rates, and response rates) can be found on the American Community Survey website in the Methodology section.

Tell us what you think. Provide feedback to help make American Community Survey data more useful for you. Although the American Community Survey (ACS) produces population, demographic and housing unit estimates, it is the Census Bureau's Population Estimates Program that produces and disseminates the official estimates of the population for the nation, states, counties, cities and towns and estimates of housing units for states and counties.

Census Tract 1023.02, Arlington County, Virginia

Total: 16 to 19 years 20 to 24 years 25 to 44 years 45 to 54 years 55 to 59 years 60 to 64 years 65 years and over Car, truck, or van - drove alone: 16 to 19 years 20 to 24 years 25 to 44 years 45 to 54 years 55 to 59 years 60 to 64 years 65 years and over Car, truck, or van - carpooled: 16 to 19 years 20 to 24 years 25 to 44 years 45 to 54 years 55 to 59 years 60 to 64 years 65 years and over Public transportation (excluding taxicab): 16 to 19 years 20 to 24 years 25 to 44 years 45 to 54 years 55 to 59 years 60 to 64 years

1 of 4

Estimate 2,340 15 141 1,252 567 167 134 64 1,377 0 98 801 287 70 84 37 99 0 0 99 0 0 0 0 565 0 14 273 184 85 0

Margin of Error +/-241 +/-25 +/-77 +/-190 +/-153 +/-85 +/-81 +/-42 +/-189 +/-12 +/-65 +/-188 +/-80 +/-37 +/-69 +/-33 +/-73 +/-12 +/-12 +/-73 +/-12 +/-12 +/-12 +/-12 +/-209 +/-12 +/-21 +/-112 +/-121 +/-85 +/-12

B-1

Census Tract 1025, Arlington County, Virginia Estimate 3,956 0 412 2,448 538 262 137 159 2,506 0 273 1,509 328 203 92 101 281 0 0 199 48 0 34 0 892 0 139 560 116 35 11

Margin of Error +/-324 +/-17 +/-169 +/-353 +/-146 +/-119 +/-68 +/-85 +/-268 +/-17 +/-157 +/-234 +/-124 +/-92 +/-61 +/-82 +/-128 +/-17 +/-17 +/-135 +/-40 +/-17 +/-32 +/-17 +/-253 +/-17 +/-94 +/-249 +/-82 +/-31 +/-22

Census Tract 1026, Arlington County, Virginia Estimate 1,815 41 57 945 422 129 153 68 1,270 12 38 635 328 95 106 56 141 18 0 61 34 7 21 0 235 11 0 155 32 19 6

12/19/2017

Census Tract 1023.02, Arlington County, Virginia Estimate 65 years and over Walked: 16 to 19 years 20 to 24 years 25 to 44 years 45 to 54 years 55 to 59 years 60 to 64 years 65 years and over Taxicab, motorcycle, bicycle, or other means: 16 to 19 years 20 to 24 years 25 to 44 years 45 to 54 years 55 to 59 years 60 to 64 years 65 years and over Worked at home: 16 to 19 years 20 to 24 years 25 to 44 years 45 to 54 years 55 to 59 years 60 to 64 years 65 years and over

2 of 4

9 59 0 7 16 19 0 17 0 68 15 0 32 9 12 0 0 172 0 22 31 68 0 33 18

Margin of Error +/-16 +/-43 +/-12 +/-10 +/-19 +/-22 +/-12 +/-18 +/-12 +/-40 +/-25 +/-12 +/-29 +/-16 +/-18 +/-12 +/-12 +/-62 +/-12 +/-28 +/-24 +/-37 +/-12 +/-31 +/-21

B-2

Census Tract 1025, Arlington County, Virginia Estimate 31 43 0 0 0 19 24 0 0 102 0 0 102 0 0 0 0 132 0 0 78 27 0 0 27

Margin of Error +/-41 +/-45 +/-17 +/-17 +/-17 +/-21 +/-39 +/-17 +/-17 +/-87 +/-17 +/-17 +/-87 +/-17 +/-17 +/-17 +/-17 +/-108 +/-17 +/-17 +/-78 +/-39 +/-17 +/-17 +/-41

Census Tract 1026, Arlington County, Virginia Estimate 12 19 0 19 0 0 0 0 0 71 0 0 61 10 0 0 0 79 0 0 33 18 8 20 0

12/19/2017

Total: 16 to 19 years 20 to 24 years 25 to 44 years 45 to 54 years 55 to 59 years 60 to 64 years 65 years and over Car, truck, or van - drove alone: 16 to 19 years 20 to 24 years 25 to 44 years 45 to 54 years 55 to 59 years 60 to 64 years 65 years and over Car, truck, or van - carpooled: 16 to 19 years 20 to 24 years 25 to 44 years 45 to 54 years 55 to 59 years 60 to 64 years 65 years and over Public transportation (excluding taxicab): 16 to 19 years 20 to 24 years 25 to 44 years 45 to 54 years 55 to 59 years 60 to 64 years 65 years and over Walked: 16 to 19 years 20 to 24 years 25 to 44 years 45 to 54 years 55 to 59 years 60 to 64 years 65 years and over Taxicab, motorcycle, bicycle, or other means: 16 to 19 years 20 to 24 years 25 to 44 years 45 to 54 years 55 to 59 years 60 to 64 years 65 years and over Worked at home: 16 to 19 years 20 to 24 years 25 to 44 years 45 to 54 years 55 to 59 years 60 to 64 years 65 years and over

3 of 4

Census Tract 1026, Arlington County, Virginia Margin of Error +/-236 +/-50 +/-44 +/-187 +/-111 +/-57 +/-93 +/-39 +/-209 +/-19 +/-37 +/-150 +/-108 +/-52 +/-91 +/-32 +/-86 +/-32 +/-12 +/-53 +/-26 +/-11 +/-19 +/-12 +/-92 +/-17 +/-12 +/-79 +/-23 +/-18 +/-9 +/-19 +/-28 +/-12 +/-28 +/-12 +/-12 +/-12 +/-12 +/-12 +/-50 +/-12 +/-12 +/-47 +/-15 +/-12 +/-12 +/-12 +/-53 +/-12 +/-12 +/-36 +/-22 +/-11 +/-33 +/-12

Census Tract 1027.01, Arlington County, Virginia Estimate 2,530 56 107 1,599 443 135 123 67 1,459 33 49 966 208 84 65 54 38 0 6 24 8 0 0 0 837 23 47 474 219 32 42 0 100 0 0 68 0 8 16 8 34 0 0 23 0 11 0 0 62 0 5 44 8 0 0 5

B-3

Margin of Error +/-247 +/-52 +/-107 +/-251 +/-135 +/-48 +/-70 +/-47 +/-224 +/-38 +/-55 +/-200 +/-91 +/-44 +/-50 +/-43 +/-38 +/-12 +/-12 +/-24 +/-14 +/-12 +/-12 +/-12 +/-169 +/-37 +/-50 +/-144 +/-98 +/-36 +/-46 +/-12 +/-77 +/-12 +/-12 +/-61 +/-12 +/-11 +/-21 +/-14 +/-40 +/-12 +/-12 +/-35 +/-12 +/-17 +/-12 +/-12 +/-61 +/-12 +/-11 +/-52 +/-13 +/-12 +/-12 +/-10

Census Tract 1032, Arlington County, Virginia Estimate 3,982 87 220 2,578 542 256 148 151 2,290 70 104 1,448 309 167 137 55 350 0 0 267 33 0 0 50 711 17 47 520 64 34 1 28 31 0 0 0 0 31 0 0 153 0 61 92 0 0 0 0 447 0 8 251 136 24 10 18

Margin of Error +/-531 +/-79 +/-128 +/-472 +/-191 +/-160 +/-97 +/-98 +/-391 +/-71 +/-68 +/-284 +/-164 +/-114 +/-99 +/-51 +/-151 +/-17 +/-17 +/-135 +/-38 +/-17 +/-17 +/-67 +/-248 +/-29 +/-45 +/-222 +/-50 +/-39 +/-4 +/-43 +/-47 +/-17 +/-17 +/-17 +/-17 +/-47 +/-17 +/-17 +/-113 +/-17 +/-91 +/-70 +/-17 +/-17 +/-17 +/-17 +/-206 +/-17 +/-21 +/-150 +/-125 +/-37 +/-15 +/-21

12/19/2017

Data are based on a sample and are subject to sampling variability. The degree of uncertainty for an estimate arising from sampling variability is represented through the use of a margin of error. The value shown here is the 90 percent margin of error. The margin of error can be interpreted roughly as providing a 90 percent probability that the interval defined by the estimate minus the margin of error and the estimate plus the margin of error (the lower and upper confidence bounds) contains the true value. In addition to sampling variability, the ACS estimates are subject to nonsampling error (for a discussion of nonsampling variability, see Accuracy of the Data). The effect of nonsampling error is not represented in these tables.

Workers include members of the Armed Forces and civilians who were at work last week. While the 2012-2016 American Community Survey (ACS) data generally reflect the February 2013 Office of Management and Budget (OMB) definitions of metropolitan and micropolitan statistical areas; in certain instances the names, codes, and boundaries of the principal cities shown in ACS tables may differ from the OMB definitions due to differences in the effective dates of the geographic entities.

Estimates of urban and rural population, housing units, and characteristics reflect boundaries of urban areas defined based on Census 2010 data. As a result, data for urban and rural areas from the ACS do not necessarily reflect the results of ongoing urbanization.

Source: U.S. Census Bureau, 2012-2016 American Community Survey 5-Year Estimates Explanation of Symbols: 1. An '**' entry in the margin of error column indicates that either no sample observations or too few sample observations were available to compute a standard error and thus the margin of error. A statistical test is not appropriate. 2. An '-' entry in the estimate column indicates that either no sample observations or too few sample observations were available to compute an estimate, or a ratio of medians cannot be calculated because one or both of the median estimates falls in the lowest interval or upper interval of an open-ended distribution. 3. An '-' following a median estimate means the median falls in the lowest interval of an open-ended distribution. 4. An '+' following a median estimate means the median falls in the upper interval of an open-ended distribution. 5. An '***' entry in the margin of error column indicates that the median falls in the lowest interval or upper interval of an open-ended distribution. A statistical test is not appropriate. 6. An '*****' entry in the margin of error column indicates that the estimate is controlled. A statistical test for sampling variability is not appropriate. 7. An 'N' entry in the estimate and margin of error columns indicates that data for this geographic area cannot be displayed because the number of sample cases is too small. 8. An '(X)' means that the estimate is not applicable or not available.

4 of 4

B-4

12/19/2017

1 of 1

Boundaries No Legend

Selection Results No Legend

Westmont Shopping Center Tracts Legend: Your Selections 2016 boundaries were used to map 'Your Selections'

B-5 12/19/2017

Columbia Pike-B allston -Cou rt H ous e

ART 41

Effective July 6, 2015

66

ASHTON HEIGHTS ng Dr. shi Per LYON PARK

ARLINGTON HEIGHTS ALCOVA HEIGHTS 3

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ARLINGTON COLUMBIA VIEW HEIGHTS

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Army-Navy Walter Reed Country Community Club Center

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COLONIAL ROSSLYN 1 VILLAGE

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Schematic map — not to scale

Transbordos usando tarjeta SmarTrip*

Transfers Using SmarTrip Card* ART 41 FARES

Cash Fare w/ Fare SmarTrip Card

ART to Metrorail or Metrorail to ART

ART to ART or ART to/from Metrobus

Adults

$2.00

$2.00

50¢ discount

Free

Senior Citizens (ages 65+)

$1.00

$1.00

50¢ discount

Free

People w/Disabilities $1.00 (w/WMATA ID or Medicare card)

$1.00

50¢ discount

Free

K-12 Students (w/school ID)

TARIFAS ART 41

$1.00 K-12 students receive the $1.00 student fare only when paying with cash, a green iRide token or a Student iRide SmarTrip card. Transfer costs between ART and other transit systems may vary for using the Student iRide SmarTrip card.

Tarifa Tarifa con Regular SmarTrip

ART a Metrorail o Metrorail a ART

ART a ART o ART a/desde Metrobus

Adultos

$2.00

$2.00

50¢ de descuento

Adultos mayores (65 años a más)

$1.00

$1.00

50¢ de descuento

gratis gratis

Personas con discapacidad (con identificación WMATA o tarjeta Medicare)

$1.00

$1.00

50¢ de descuento

gratis

Estudiantes jardín a 12 grado (con ID estudiante)

$1.00

Estudiantes desde jardín infante hasta 12 grado pagan tarifa de estudiante de $1 en ART cuando pagan en efectivo, con tarjeta iRide SmarTrip color verde o iRide token color verde. Costo de transbordos entre ART y otros servicios de transporte pueden variar con tarjeta iRide SmarTrip.

*TRANSFERS MUST BE MADE WITHIN 2 HOURS.

*TRANSBORDOS DEBEN HACERSE DENTRO DE DOS HORAS.

Regular Fares can also be paid with a 7 Day Regional Bus Pass (loaded on SmarTrip), a gold ART token, or a green iRide token. You can buy tokens or purchase SmarTrip cards and add value or a 7 day pass to them at any Commuter Store or Mobile Commuter Store, or online at commuterdirect.com.

Las tarifas regulares también se pueden pagar con un Pase de Bus Regional de 7 Días (cargado en SmarTrip), un token dorado ART o un token verde iRide. Puede comprar pases o tarjetas SmarTrip y cargarles dinero o un pase de 7 días en cualquier tienda Commuter Store o Mobile Commuter Store, o en Internet en commuterdirect.com (en inglés).

B-6

Lunes–Viernes Dirección Norte *This trip starts at Columbia Pike & Greenbrier 5 minutes earlier *Este horario empieza 5 minutos antes en Columbia Pike y Greenbrier

Bold Shaded numerals are PM Times Números sombreados en negrita son horas PM

4

3

2

1

*5:30 *5:50 *6:10 *6:30 6:40 7:00 7:15 *7:30 7:40 7:55 8:10 8:25 8:40 8:55 9:10 9:25 9:40 9:55 10:10 10:25 10:40 10:55 11:10 11:25 11:40 11:55 12:10 12:25 12:40 12:55 1:10 1:25 1:40 1:55 2:10 2:25 2:40 2:55 3:10 3:25 3:40 3:55 4:10 4:25 4:40 4:55 5:10 5:25 5:40 5:55 6:10 6:25 6:40 6:55 7:10 7:25 7:52 8:16 8:38 9:01 9:24 9:47 10:10 10:33 10:56 11:19 11:42 12:05

5:37 5:57 6:17 6:37 6:49 7:07 7:22 7:37 7:49 8:04 8:19 8:34 8:49 9:04 9:19 9:34 9:49 10:04 10:19 10:34 10:49 11:04 11:19 11:34 11:49 12:04 12:19 12:34 12:49 1:04 1:19 1:34 1:49 2:04 2:19 2:34 2:49 3:04 3:19 3:34 3:49 4:04 4:19 4:34 4:49 5:04 5:19 5:34 5:49 6:04 6:19 6:34 6:49 7:02 7:17 7:32 7:59 8:23 8:45 9:08 9:31 9:54 10:17 10:40 11:03 11:26 11:49 12:12

5:45 6:05 6:25 6:45 6:58 7:15 7:30 7:45 7:58 8:13 8:28 8:43 8:58 9:13 9:28 9:43 9:58 10:13 10:28 10:43 10:58 11:13 11:28 11:43 11:58 12:13 12:28 12:43 12:58 1:13 1:28 1:43 1:58 2:13 2:28 2:43 2:58 3:13 3:28 3:43 3:58 4:13 4:28 4:43 4:58 5:13 5:28 5:43 5:58 6:13 6:28 6:43 6:58 7:10 7:25 7:40 8:07 8:31 8:53 9:16 9:39 10:02 10:25 10:48 11:11 11:34 11:57 12:20

5:54 6:14 6:34 6:54 7:09 7:24 7:39 7:54 8:09 8:24 8:39 8:54 9:09 9:24 9:39 9:54 10:09 10:24 10:39 10:54 11:09 11:24 11:39 11:54 12:09 12:24 12:39 12:54 1:09 1:24 1:39 1:54 2:09 2:24 2:39 2:54 3:09 3:24 3:39 3:54 4:09 4:24 4:39 4:54 5:09 5:24 5:39 5:54 6:09 6:24 6:39 6:54 7:09 7:19 7:34 7:49 8:16 8:40 9:02 9:25 9:48 10:11 10:34 10:57 11:20 11:43 12:06 12:29

Lunes–Viernes Dirección Sur

Bold Shaded numerals are PM Times Números sombreados en negrita son horas PM

B-7

all Gle Co be R lum d & bia Pik e Din w Co iddi lum e & bia Pik e

Monday–Friday Southbound

Ba ll Co ston mm on M

Monday–Friday Northbound

Co ur t Ho us e

ART 41 Din Co widdi lum e & bia Pik e Gle b Co e R lum d & bia Pik e Ba ll Co ston mm on Ma ll Co ur t Ho us e

ART 41

1

2

3

4

5:56 6:16 6:36 6:56 7:11 7:26 7:41 7:56 8:11 8:26 8:41 9:00 9:15 9:30 9:45 10:00 10:15 10:30 10:45 11:00 11:15 11:31 11:45 12:00 12:15 12:30 12:45 1:00 1:15 1:30 1:45 2:00 2:15 2:30 2:45 3:00 3:13 3:28 3:43 3:58 4:13 4:28 4:43 4:58 5:13 5:28 5:43 5:58 6:13 6:28 6:43 6:58 7:11 7:23 7:38 7:54 8:21 8:45 9:07 9:30 9:53 10:16 10:39 11:02 11:25 11:48 12:11 12:34

6:08 6:28 6:48 7:08 7:23 7:38 7:53 8:08 8:23 8:38 8:53 9:12 9:27 9:42 9:57 10:12 10:27 10:42 10:57 11:12 11:27 11:43 11:57 12:12 12:27 12:42 12:57 1:12 1:27 1:42 1:57 2:12 2:27 2:42 2:57 3:12 3:25 3:40 3:55 4:10 4:25 4:40 4:55 5:10 5:25 5:40 5:55 6:10 6:25 6:40 6:55 7:10 7:23 7:33 7:48 8:04 8:31 8:55 9:17 9:40 10:03 10:26 10:49 11:12 11:35 11:58 12:21 12:44

6:18 6:38 6:58 7:18 7:33 7:48 8:03 8:18 8:33 8:48 9:03 9:22 9:37 9:52 10:07 10:22 10:37 10:52 11:07 11:22 11:37 11:53 12:07 12:22 12:37 12:52 1:07 1:22 1:37 1:52 2:07 2:22 2:37 2:52 3:07 3:22 3:37 3:52 4:07 4:22 4:37 4:52 5:07 5:22 5:37 5:52 6:07 6:22 6:37 6:52 7:07 7:22 7:35 7:45 8:00 8:16 8:43 9:07 9:29 9:52 10:15 10:38 11:01 11:24 11:47 12:10 12:33 12:56

6:34 6:54 7:14 7:34 7:49 8:04 8:19 8:34 8:49 9:04 9:19 9:38 9:53 10:08 10:23 10:38 10:53 11:08 11:23 11:38 11:53 12:09 12:23 12:38 12:53 1:08 1:23 1:38 1:53 2:08 2:23 2:38 2:53 3:08 3:23 3:38 3:53 4:08 4:23 4:38 4:53 5:08 5:23 5:38 5:53 6:08 6:23 6:38 6:53 7:08 7:23 7:38 7:51 7:59 8:14 8:30 8:57 9:21 9:43 10:06 10:29 10:52 11:15 11:38 12:01 12:24 12:47 1:10

w

ART 41

*This trip starts at Columbia Pike & Greenbrier 5 minutes earlier *Este horario empieza 5 minutos antes en Columbia Pike y Greenbrier

Bold Shaded numerals are PM Times Números sombreados en negrita son horas PM

4 *6:10 *6:30 *6:50 *7:10 7:25 7:45 8:05 8:25 8:45 9:00 9:20 9:40 10:00 10:20 10:35 *10:50 11:05 11:20 11:40 11:55 12:10 12:25 12:40 1:00 1:15 1:30 1:45 2:00 2:20 2:35 2:50 3:05 3:20 3:40 3:55 4:10 4:25 4:40 5:00 5:17 5:32 5:47 6:02 6:22 6:39 6:54 7:09 7:24 7:44 8:01 8:26 8:46 9:06 9:26 9:58 10:20 10:44 11:11 11:34 11:58 12:25 12:48

3

2

1

6:17 6:37 6:57 7:17 7:34 7:52 8:12 8:34 8:54 9:09 9:29 9:49 10:09 10:29 10:44 10:59 11:14 11:29 11:49 12:04 12:19 12:34 12:49 1:09 1:24 1:39 1:54 2:09 2:29 2:44 2:59 3:14 3:29 3:49 4:04 4:19 4:34 4:49 5:09 5:26 5:41 5:56 6:11 6:31 6:48 7:03 7:18 7:33 7:53 8:10 8:33 8:53 9:13 9:33 10:05 10:27 10:51 11:18 11:41 12:05 12:32 12:55

6:25 6:45 7:05 7:25 7:43 8:00 8:20 8:43 9:03 9:18 9:38 9:58 10:18 10:38 10:53 11:08 11:23 11:38 11:58 12:13 12:28 12:43 12:58 1:18 1:33 1:48 2:03 2:18 2:38 2:53 3:08 3:23 3:38 3:58 4:13 4:28 4:43 4:58 5:18 5:35 5:50 6:05 6:20 6:40 6:57 7:12 7:27 7:42 8:02 8:19 8:41 9:01 9:21 9:41 10:13 10:35 10:59 11:26 11:49 12:13 12:40 1:03

6:34 6:54 7:14 7:34 7:54 8:09 8:29 8:54 9:14 9:29 9:49 10:09 10:29 10:49 11:04 11:19 11:34 11:49 12:09 12:24 12:39 12:54 1:09 1:29 1:44 1:59 2:14 2:29 2:49 3:04 3:19 3:34 3:49 4:09 4:24 4:39 4:54 5:09 5:29 5:46 6:01 6:16 6:31 6:51 7:08 7:23 7:38 7:53 8:13 8:30 8:50 9:10 9:30 9:50 10:22 10:44 11:08 11:35 11:58 12:22 12:49 1:12

Bold Shaded numerals are PM Times Números sombreados en negrita son horas PM

B-8

Ma ll G le b Co e R lum d & bia Pik e D in w id Co lum die & bia Pik e

Ba ll Co ston mm on

Sábado Dirección Sur

ou se

Saturday Southbound

Co ur t H

Sábado Dirección Norte

D in w Co iddi lum e & bia Pik e G le be Co Rd lum & bia Pik e Ba lls Co ton mm on Ma ll Co ur t Ho us e

Saturday Northbound

ART 41

1

2

3

4

6:39 6:59 7:19 7:39 7:59 8:14 8:34 8:59 9:19 9:34 9:55 10:15 10:35 10:55 11:10 11:25 11:40 11:55 12:15 12:30 12:45 1:00 1:15 1:35 1:50 2:05 2:20 2:35 2:55 3:10 3:25 3:40 3:55 4:15 4:28 4:43 4:58 5:13 5:33 5:50 6:05 6:20 6:35 6:55 7:12 7:27 7:42 7:57 8:17 8:37 8:54 9:14 9:35 9:59 10:26 10:49 11:13 11:40 12:03 12:27 12:54 1:17

6:53 7:13 7:33 7:53 8:13 8:28 8:48 9:13 9:33 9:48 10:09 10:29 10:49 11:09 11:24 11:39 11:54 12:09 12:29 12:44 12:59 1:14 1:29 1:49 2:04 2:19 2:34 2:49 3:09 3:24 3:39 3:54 4:09 4:29 4:42 4:57 5:12 5:27 5:47 6:04 6:19 6:34 6:49 7:09 7:26 7:41 7:56 8:11 8:31 8:51 9:06 9:26 9:47 10:11 10:38 11:01 11:25 11:52 12:15 12:39 1:06 1:29

7:03 7:23 7:43 8:03 8:23 8:38 8:58 9:23 9:43 9:58 10:19 10:39 10:59 11:19 11:34 11:49 12:04 12:19 12:39 12:54 1:09 1:24 1:39 1:59 2:14 2:29 2:44 2:59 3:19 3:34 3:49 4:04 4:19 4:39 4:56 5:11 5:26 5:41 6:01 6:18 6:33 6:48 7:03 7:23 7:40 7:55 8:10 8:25 8:45 9:05 9:20 9:40 10:01 10:25 10:52 11:15 11:39 12:06 12:29 12:53 1:20 1:43

7:19 7:39 7:59 8:19 8:39 8:54 9:14 9:39 9:59 10:14 10:35 10:55 11:15 11:35 11:50 12:05 12:20 12:35 12:55 1:10 1:25 1:40 1:55 2:15 2:30 2:45 3:00 3:15 3:35 3:50 4:05 4:20 4:35 4:55 5:12 5:27 5:42 5:57 6:17 6:34 6:49 7:04 7:19 7:39 7:56 8:11 8:26 8:41 9:01 9:21 9:34 9:54 10:15 10:39 11:06 11:29 11:53 12:20 12:43 1:07 1:34 1:57

ART 41

Bold Shaded numerals are PM Times Números sombreados en negrita son horas PM

4

3

2

1

*6:55 *7:15 *7:35 *7:55 8:05 8:25 8:40 9:05 9:20 9:35 9:50 *10:05 10:20 10:35 10:50 11:05 11:20 11:35 11:50 12:05 12:20 12:35 12:50 1:05 1:20 1:35 1:50 2:05 2:20 2:35 2:50 3:05 3:20 3:35 3:50 4:05 4:20 4:35 4:50 5:05 5:20 5:35 5:50 6:05 6:20 6:35 6:50 7:05 7:20 7:50 8:20 8:41 9:05

7:02 7:22 7:42 8:02 8:14 8:32 8:47 9:14 9:29 9:44 9:59 10:14 10:29 10:44 10:59 11:14 11:29 11:44 11:59 12:14 12:29 12:44 12:59 1:14 1:29 1:44 1:59 2:14 2:29 2:44 2:59 3:14 3:29 3:44 3:59 4:14 4:29 4:44 4:59 5:14 5:29 5:44 5:59 6:14 6:29 6:44 6:59 7:14 7:29 7:59 8:27 8:48 9:12

7:10 7:30 7:50 8:10 8:23 8:40 8:55 9:23 9:38 9:53 10:08 10:23 10:38 10:53 11:08 11:23 11:38 11:53 12:08 12:23 12:38 12:53 1:08 1:23 1:38 1:53 2:08 2:23 2:38 2:53 3:08 3:23 3:38 3:53 4:08 4:23 4:38 4:53 5:08 5:23 5:38 5:53 6:08 6:23 6:38 6:53 7:08 7:23 7:38 8:08 8:35 8:56 9:20

7:19 7:39 7:59 8:19 8:34 8:49 9:04 9:34 9:49 10:04 10:19 10:34 10:49 11:04 11:19 11:34 11:49 12:04 12:19 12:34 12:49 1:04 1:19 1:34 1:49 2:04 2:19 2:34 2:49 3:04 3:19 3:34 3:49 4:04 4:19 4:34 4:49 5:04 5:19 5:34 5:49 6:04 6:19 6:34 6:49 7:04 7:19 7:34 7:49 8:19 8:44 9:05 9:29

Bold Shaded numerals are PM Times Números sombreados en negrita son horas PM

G le b Co e Rd lum & bia Pik e D in w id Co die lum & bia Pik e

Ma ll Ba ll Co ston mm on

Domingo Dirección Sur

ou se

Sunday Southbound

Co ur t H

Domingo Dirección Norte

D in w Co iddi lum e & bia Pik e G le be Co Rd lum & bia Pik e Ba lls Co ton mm on Ma ll Co ur t Ho us e

Sunday Northbound

ART 41

1

2

3

4

7:21 7:41 8:01 8:21 8:36 8:51 9:06 9:36 9:51 10:06 10:25 10:40 10:55 11:10 11:25 11:40 11:55 12:10 12:25 12:40 12:56 1:10 1:25 1:40 1:55 2:10 2:25 2:40 2:55 3:10 3:25 3:40 3:55 4:10 4:25 4:38 4:53 5:08 5:23 5:38 5:53 6:08 6:23 6:38 6:53 7:08 7:23 7:38 7:59 8:23 8:46 9:18 9:34

7:33 7:53 8:13 8:33 8:48 9:03 9:18 9:48 10:03 10:18 10:37 10:52 11:07 11:22 11:37 11:52 12:07 12:22 12:37 12:52 1:08 1:22 1:37 1:52 2:07 2:22 2:37 2:52 3:07 3:22 3:37 3:52 4:07 4:22 4:37 4:50 5:05 5:20 5:35 5:50 6:05 6:20 6:35 6:50 7:05 7:20 7:35 7:50 8:11 8:35 8:56 9:28 9:44

7:43 8:03 8:23 8:43 8:58 9:13 9:28 9:58 10:13 10:28 10:47 11:02 11:17 11:32 11:47 12:02 12:17 12:32 12:47 1:02 1:18 1:32 1:47 2:02 2:17 2:32 2:47 3:02 3:17 3:32 3:47 4:02 4:17 4:32 4:47 5:02 5:17 5:32 5:47 6:02 6:17 6:32 6:47 7:02 7:17 7:32 7:47 8:02 8:23 8:47 9:08 9:40 9:56

7:59 8:19 8:39 8:59 9:14 9:29 9:44 10:14 10:29 10:44 11:03 11:18 11:33 11:48 12:03 12:18 12:33 12:48 1:03 1:18 1:34 1:48 2:03 2:18 2:33 2:48 3:03 3:18 3:33 3:48 4:03 4:18 4:33 4:48 5:03 5:18 5:33 5:48 6:03 6:18 6:33 6:48 7:03 7:18 7:33 7:48 8:03 8:18 8:39 9:03 9:22 9:54 10:10

Check for Snowflakes!

NOTE: On Saturdays, 8 am - 6 pm, Timepoint 1 will be located infront of the Court House Metro station on Clarendon Blvd at S. Uhle St.

ART bus flags with a blue snowflake in the upper corner will be in service during severe weather conditions.

NOTA: Sábados de 8 a.m. a 6 p. m., El punto de tiempo 1 se ubicará en frente de la estación de metro Court House en Clarendon Blvd a la altura de S. Uhle St.

¡Busque los copos de nieve! B-9

Las paradas del autobús ART con un copo de nieve azul en el ángulo superior funcionarán durante condiciones climáticas inclementes.

Columbia Pik DHS/Sequoia – e – Rossly n Effective December 18, 2016

ART 45

GEORGETOWN

St

N Moore St

NORTH

ac

Riv

19th St N

Na

sh

ROSSLYN 66

66

do

nB

nB ils o

en

Courthouse

N Barton St

Cl

ar

W

Rosslyn

lvd

lvd

Wilson Blvd

Arlington Blvd

N

Courthouse Plaza Saturday Farmer’s Market

Gl

Iwo Jima U.S. Marine Corps War Memorial

d

eR

eb

N Pershing Dr

er

4

N

Map is not to scale

29 P otom

as W gt hin

Arlington National Cemetery

on

Capital Bikeshare Station

Bl

Arlington Blvd

S Dinwiddie St

vd

Fo

Columbia Pike

2

Army Navy Country Club

395

d

eR

eb

Gl

t

Sunday Farmer’s Market

Walter Reed Community Center

S

rS rie nb ee

un

Gr

S George Mason Dr

S

R ile

1

M ur

Columbia Pike

3 Courthouse Rd

Columbia Pike Library Arlington Cinema & Drafthouse

S

8th Rd S

Arlington DHS

Transbordos usando tarjeta SmarTrip*

Transfers Using SmarTrip Card* ART 45 FARES

Cash Fare w/ Fare SmarTrip Card

Adults

$2.00

Senior Citizens (ages 65+)

$1.00

People w/Disabilities $1.00 (w/WMATA ID or Medicare card) K-12 Students (w/school ID)

ART to Metrorail or Metrorail to ART

ART to ART or ART to/from Metrobus

$2.00

50¢ discount

Free

$1.00

50¢ discount

Free

$1.00

50¢ discount

Free

TARIFAS ART 45

$1.00 K-12 students receive the $1.00 student fare only when paying with cash, a green iRide token or a Student iRide SmarTrip card. Transfer costs between ART and other transit systems may vary for using the Student iRide SmarTrip card.

Tarifa Tarifa con Regular SmarTrip

ART a Metrorail o Metrorail a ART

ART a ART o ART a/desde Metrobus

Adultos

$2.00

$2.00

50¢ de descuento

Adultos mayores (65 años a más)

$1.00

$1.00

50¢ de descuento

gratis gratis

Personas con discapacidad (con identificación WMATA o tarjeta Medicare)

$1.00

$1.00

50¢ de descuento

gratis

Estudiantes jardín a 12 grado (con ID estudiante)

$1.00

Estudiantes desde jardín infante hasta 12 grado pagan tarifa de estudiante de $1 en ART cuando pagan en efectivo, con tarjeta iRide SmarTrip color verde o iRide token color verde. Costo de transbordos entre ART y otros servicios de transporte pueden variar con tarjeta iRide SmarTrip.

*TRANSFERS MUST BE MADE WITHIN 2 HOURS.

*TRANSBORDOS DEBEN HACERSE DENTRO DE DOS HORAS.

Regular Fares can also be paid with a 7 Day Regional Bus Pass (loaded on SmarTrip), a gold ART token, or a green iRide token. You can buy tokens or purchase SmarTrip cards and add value or a 7 day pass to them at any Commuter Store or Mobile Commuter Store, or online at commuterdirect.com.

Las tarifas regulares también se pueden pagar con un Pase de Bus Regional de 7 Días (cargado en SmarTrip), un token dorado ART o un token verde iRide. Puede comprar pases o tarjetas SmarTrip y cargarles dinero o un pase de 7 días en cualquier tienda Commuter Store o Mobile Commuter Store, o en Internet en commuterdirect.com (en inglés).

B-10

Lunes–Viernes Dirección Norte *This trip starts at Columbia Pike & Greenbrier 7 minutes earlier * Este horario empieza 7 minutos antes en Columbia Pike y Greenbrier

Bold Shaded numerals are PM Times Números sombreados en negrita son horas PM

Se q @ uoia/ 2n d S DHS tS Ro s N Mslyn Wi oore – lso St nB & lvd

Monday–Friday Northbound

SD i Co nwid lum die bia & Pik e Co lum & G bia leb Pik eR e d

ART 45

1

2

3

4

*5:40 *6:05 *6:30 *6:55 7:20 7:45 8:10 8:35 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 3:55 4:15 4:40 5:05 5:30 5:55 6:20 6:45 7:10 7:40 8:10 8:40 9:10 9:40 10:10

5:51 6:16 6:41 7:06 7:31 7:56 8:21 8:46 9:09 9:39 10:09 10:39 11:09 11:39 12:09 12:39 1:09 1:39 2:09 2:39 3:09 3:39 4:04 4:25 4:50 5:15 5:40 6:05 6:30 6:55 7:19 7:49 8:19 8:49 9:19 9:49 10:19

5:59 6:24 6:49 7:14 7:39 8:04 8:29 8:54 9:16 9:46 10:16 10:46 11:16 11:46 12:16 12:46 1:16 1:46 2:16 2:46 3:16 3:46 4:11 4:32 4:57 5:22 5:47 6:12 6:37 7:02 7:26 7:56 8:26 8:56 9:26 9:56 10:26

6:23 6:48 7:13 7:38 8:03 8:28 8:53 9:18 9:35 10:05 10:35 11:05 11:35 12:05 12:35 1:05 1:35 2:05 2:35 3:05 3:35 4:05 4:30 4:53 5:18 5:43 6:08 6:33 6:58 7:23 7:45 8:15 8:45 9:15 9:45 10:15 10:45

B-11

Lunes–Viernes Dirección Sur

Bold Shaded numerals are PM Times Números sombreados en negrita son horas PM

SD i Co nwid lum die bia & Pik e

Monday–Friday Southbound

Ro s N Mslyn Wi oore – lso St nB & lvd Se q @ uoia/ 2n d S DHS tS Co lu & G mb i leb a Pi e R ke d

ART 45

4

3

2

1

6:28 6:53 7:18 7:43 8:08 8:33 9:08 9:50 10:20 10:50 11:20 11:50 12:20 12:50 1:20 1:50 2:20 2:50 3:20 3:50 4:10 4:35 5:00 5:25 5:50 6:15 6:40 7:05 7:30 8:00 8:30 9:00 9:30 10:00 10:30 11:00

6:43 7:08 7:33 7:58 8:23 8:48 9:23 10:03 10:33 11:03 11:33 12:03 12:33 1:03 1:33 2:03 2:33 3:03 3:33 4:03 4:25 4:50 5:15 5:40 6:05 6:30 6:55 7:18 7:43 8:13 8:43 9:13 9:43 10:13 10:43 11:13

6:51 7:16 7:41 8:06 8:31 8:56 9:31 10:10 10:40 11:10 11:40 12:10 12:40 1:10 1:40 2:10 2:40 3:10 3:40 4:10 4:34 4:59 5:24 5:49 6:14 6:39 7:04 7:25 7:50 8:20 8:50 9:20 9:50 10:20 10:50 11:20

7:08 7:33 7:58 8:23 8:48 9:13 9:48 10:25 10:55 11:25 11:55 12:25 12:55 1:25 1:55 2:25 2:55 3:25 3:55 4:25 4:51 5:16 5:41 6:06 6:31 6:56 7:21 7:40 8:05 8:35 9:05 9:35 10:05 10:35 11:05 11:35

B-12

Sábado Dirección Norte *This trip starts at Columbia Pike & Greenbrier 7 minutes earlier * Este horario empieza 7 minutos antes en Columbia Pike y Greenbrier

Bold Shaded numerals are PM Times Números sombreados en negrita son horas PM

Se q @ uoia/ 2n d S DHS tS Ro s N Mslyn Wi oore – lso St nB & lvd

Saturday Northbound

SD i Co nwid lum die bia & Pik e Co lum & G bia leb Pik eR e d

ART 45

1

2

3

4

*7:30 *8:00 *8:30 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 9:00 9:30 10:00 10:30 11:00

7:39 8:09 8:39 9:09 9:39 10:09 10:39 11:09 11:39 12:09 12:39 1:09 1:39 2:09 2:39 3:09 3:39 4:09 4:39 5:09 5:39 6:09 6:39 7:09 7:37 8:07 8:37 9:07 9:37 10:07 10:37 11:07

7:46 8:16 8:46 9:16 9:46 10:16 10:46 11:16 11:46 12:16 12:46 1:16 1:46 2:16 2:46 3:16 3:46 4:16 4:46 5:16 5:46 6:16 6:46 7:16 7:44 8:14 8:44 9:14 9:44 10:14 10:44 11:14

8:04 8:34 9:04 9:34 10:04 10:34 11:04 11:34 12:04 12:34 1:04 1:34 2:04 2:34 3:04 3:34 4:04 4:34 5:04 5:34 6:04 6:34 7:04 7:34 8:01 8:31 9:01 9:31 10:01 10:31 11:01 11:31

B-13

Sábado Dirección Sur

Bold Shaded numerals are PM Times Números sombreados en negrita son horas PM

SD i Co nwid lum die bia & Pik e

Saturday Southbound

Ro s N Mslyn Wi oore – lso St nB & lvd Se q @ uoia 2n /D d S HS tS Co lu & G mb i leb a Pi e R ke d

ART 45

4

3

2

1

8:15 8:45 9:15 9:45 10:15 10:45 11:15 11:45 12:15 12:45 1:15 1:45 2:15 2:45 3:15 3:45 4:15 4:45 5:15 5:45 6:15 6:45 7:15 7:45 8:15 8:45 9:15 9:45 10:15 10:45 11:15 11:45

8:29 8:59 9:29 9:59 10:29 10:59 11:29 11:59 12:29 12:59 1:29 1:59 2:29 2:59 3:29 3:59 4:29 4:59 5:29 5:59 6:29 6:59 7:29 7:59 8:29 8:59 9:29 9:59 10:29 10:59 11:29 11:59

8:36 9:06 9:36 10:06 10:36 11:06 11:36 12:06 12:36 1:06 1:36 2:06 2:36 3:06 3:36 4:06 4:36 5:06 5:36 6:06 6:36 7:06 7:36 8:06 8:36 9:06 9:36 10:06 10:36 11:06 11:36 12:06

8:51 9:21 9:51 10:21 10:51 11:21 11:51 12:21 12:51 1:21 1:51 2:21 2:51 3:21 3:51 4:21 4:51 5:21 5:51 6:21 6:51 7:21 7:51 8:21 8:51 9:21 9:51 10:21 10:51 11:21 11:51 12:21

B-14

Domingo Dirección Norte *This trip starts at Columbia Pike & Greenbrier 7 minutes earlier * Este horario empieza 7 minutos antes en Columbia Pike y Greenbrier

Bold Shaded numerals are PM Times Números sombreados en negrita son horas PM

Se q @ uoia/ 2n d S DHS tS Ro s N Mslyn Wi oore – lso St nB & lvd

Sunday Northbound

SD i Co nwid lum die bia & Pik e Co lum & G bia leb Pik eR e d

ART 45

1

2

3

4

*6:50 *7:20 *7:50 8:20 8:50 9:20 9:50 10:20 10:50 11:20 11:50 12:20 12:50 1:20 1:50 2:20 2:50 3:20 3:50 4:20 4:50 5:20 5:50 6:20 6:50

6:57 7:27 7:57 8:27 8:57 9:27 9:57 10:27 10:57 11:27 11:57 12:27 12:57 1:27 1:57 2:27 2:57 3:27 3:57 4:27 4:57 5:27 5:57 6:27 6:57

7:04 7:34 8:04 8:34 9:04 9:34 10:04 10:34 11:04 11:34 12:04 12:34 1:04 1:34 2:04 2:34 3:04 3:34 4:04 4:34 5:04 5:34 6:04 6:34 7:04

7:21 7:51 8:21 8:51 9:21 9:51 10:21 10:51 11:21 11:51 12:21 12:51 1:21 1:51 2:21 2:51 3:21 3:51 4:21 4:51 5:21 5:51 6:21 6:51 7:21

B-15

Domingo Dirección Sur

Bold Shaded numerals are PM Times Números sombreados en negrita son horas PM

SD i Co nwid lum die bia & Pik e

Sunday Southbound

Ro s N Mslyn Wi oore – lso St nB & lvd Se q @ uoia/ 2n d S DHS tS Co lu & G mb i leb a Pi e R ke d

ART 45

4

3

2

1

7:35 8:05 8:35 9:05 9:35 10:05 10:35 11:05 11:35 12:05 12:35 1:05 1:35 2:05 2:35 3:05 3:35 4:05 4:35 5:05 5:35 6:05 6:35 7:05 7:35

7:49 8:19 8:49 9:19 9:49 10:19 10:49 11:19 11:49 12:19 12:49 1:19 1:49 2:19 2:49 3:19 3:49 4:19 4:49 5:19 5:49 6:19 6:49 7:19 7:49

7:56 8:26 8:56 9:26 9:56 10:26 10:56 11:26 11:56 12:26 12:56 1:26 1:56 2:26 2:56 3:26 3:56 4:26 4:56 5:26 5:56 6:26 6:56 7:26 7:56

8:11 8:41 9:11 9:41 10:11 10:41 11:11 11:41 12:11 12:41 1:11 1:41 2:11 2:41 3:11 3:41 4:11 4:41 5:11 5:41 6:11 6:41 7:11 7:41 8:11

B-16

Shirlington –L Court H yon Park ouse –

ART 77

Effective January 6, 2014 ART 77 Operating Hours Monday – Friday: 6:00 am – 10:54 pm Saturday: 7:00 am – 11:54 pm ART 77 does not operate on these Arlington County holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day ART 77 operates on a Saturday schedule on these Arlington County holidays: Martin Luther King, Jr. Day, Presidents’ Day, Columbus Day, Veterans’ Day, Day After Thanksgiving

Check for Snowflakes! ART bus flags with a blue snowflake in the upper corner will be in service during severe weather conditions.

Follow ART! “Like” ART on Facebook and follow our latest tweets at twitter.com/art_alert ART buses on this route are fully ADA accessible with wheelchair ramps, priority seating and audible stop announcements. Arlington County Government provides accommodations for qualified individuals with disabilities as described in the Americans with Disabilities Act. To arrange for an accommodation, please call 703-228-RIDE (703-228-7433), TDD: 711, or email [email protected].

B-17

Sh ir Sta lingt tio on n

Monday–Friday Northbound Lunes–Viernes Dirección Norte

1 6:00 6:30 7:00 7:30 8:00 8:30 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:05 2:35 3:05 3:35 4:05 4:35 5:05 5:35 6:05 6:35 7:05 7:35 8:05 8:35 9:05 9:30 10:00

Bold Shaded numerals are PM Times Números sombreados en negrita son horas PM

Wa l S R ter R an eed do lph Dr & St Wa lte Co r R lum ee bia d D Pik r & e Se q S 2 uoia nd DH St S/ Cla r & N endo Fill n Bl mo vd re St 15 th S N t Co Uhle N & ur t St Ho – us e

ART 77

2 6:05 6:35 7:05 7:35 8:05 8:35 9:05 9:35 10:05 10:35 11:05 11:35 12:05 12:35 1:05 1:35 2:10 2:40 3:10 3:40 4:10 4:40 5:10 5:40 6:10 6:40 7:10 7:40 8:10 8:40 9:10 9:35 10:05

3

4

5

6:11 6:41 7:11 7:41 8:11 8:41 9:11 9:41 10:11 10:41 11:11 11:41 12:11 12:41 1:11 1:41 2:16 2:46 3:16 3:46 4:16 4:46 5:16 5:46 6:16 6:46 7:16 7:46 8:16 8:46 9:16 9:41 10:11

6:17 6:47 7:17 7:47 8:17 8:47 9:17 9:47 10:17 10:47 11:17 11:47 12:17 12:47 1:17 1:47 2:22 2:52 3:22 3:52 4:22 4:52 5:22 5:52 6:22 6:52 7:22 7:52 8:22 8:52 9:22 9:47 10:17

6:23 6:53 7:23 7:53 8:23 8:53 9:23 9:53 10:23 10:53 11:23 11:53 12:23 12:53 1:23 1:53 2:28 2:58 3:28 3:58 4:28 4:58 5:28 5:58 6:28 6:58 7:28 7:58 8:28 8:58 9:28 9:53 10:23

6 6:27 6:57 7:27 7:57 8:27 8:57 9:27 9:57 10:27 10:57 11:27 11:57 12:27 12:57 1:27 1:57 2:32 3:02 3:32 4:02 4:32 5:02 5:32 6:02 6:32 7:02 7:32 8:02 8:32 9:02 9:32 9:57 10:27

Transbordos usando tarjeta SmarTrip*

Transfers Using SmarTrip Card* ART 77 FARES

Cash Fare w/ Fare SmarTrip Card

ART to Metrorail or Metrorail to ART

ART to ART or ART to/from Metrobus

Adults

$2.00

$2.00

50¢ discount

Free

Senior Citizens (ages 65+)

$1.00

$1.00

50¢ discount

Free

People w/Disabilities $1.00 (w/WMATA ID or Medicare card)

$1.00

50¢ discount

Free

K-12 Students (w/school ID)

TARIFAS ART 77

$1.00 K-12 students receive the $1.00 student fare only when paying with cash, a green iRide token or a Student iRide SmarTrip card. Transfer costs between ART and other transit systems may vary for using the Student iRide SmarTrip card.

Tarifa Tarifa con Regular SmarTrip

ART a Metrorail o Metrorail a ART

ART a ART o ART a/desde Metrobus

Adultos

$2.00

$2.00

50¢ de descuento

Adultos mayores (65 años a más)

$1.00

$1.00

50¢ de descuento

gratis gratis

Personas con discapacidad (con identificación WMATA o tarjeta Medicare)

$1.00

$1.00

50¢ de descuento

gratis

Estudiantes jardín a 12 grado (con ID estudiante)

$1.00

Estudiantes desde jardín infante hasta 12 grado pagan tarifa de estudiante de $1 en ART cuando pagan en efectivo, con tarjeta iRide SmarTrip color verde o iRide token color verde. Costo de transbordos entre ART y otros servicios de transporte pueden variar con tarjeta iRide SmarTrip.

*TRANSFERS MUST BE MADE WITHIN 2 HOURS.

*LAS TRANSFERENCIAS DEBEN HACERSE DENTRO DE 2 HORAS.

Regular Fares can also be paid with a 7 Day Regional Bus Pass (loaded on SmarTrip), a gold ART token, or a green iRide token. You can buy tokens or purchase SmarTrip cards and add value or a 7 day pass to them at any Commuter Store or Mobile Commuter Store, or online at commuterdirect.com.

Las tarifas regulares también se pueden pagar con un Pase de Bus Regional de 7 Días (cargado en SmarTrip), un token dorado ART o un token verde iRide. Puede comprar pases o tarjetas SmarTrip y cargarles dinero o un pase de 7 días en cualquier tienda Commuter Store o Mobile Commuter Store, o en Internet en commuterdirect.com (en inglés).

B-18

Lunes–Viernes Dirección Sur

Bold Shaded numerals are PM Times Números sombreados en negrita son horas PM

Wa l Co ter R lum ee bia d D Pik r & e Wa l S R ter R an eed do lph Dr & St Sh ir Sta lingt tio on n

Monday–Friday Southbound

15 t N Uh St N Co hle S & ur t t– Ho us e Wi lso NF nB illm lvd ore & St Se qu S 2 oia nd DH St S/

ART 77

6

7

4

3

2

1

6:30

6:34

6:40

6:46

6:52

6:56

7:00 7:30 8:00 8:30 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:35 3:05 3:35 4:05 4:35 5:05 5:35 6:05 6:35 7:05 7:35 8:05 8:35 9:05 9:35 10:00 10:30

7:04 7:34 8:04 8:34 9:04 9:34 10:04 10:34 11:04 11:34 12:04 12:34 1:04 1:34 2:04 2:39 3:09 3:39 4:09 4:39 5:09 5:39 6:09 6:39 7:09 7:39 8:09 8:39 9:09 9:39 10:04 10:34

7:10 7:40 8:10 8:40 9:10 9:40 10:10 10:40 11:10 11:40 12:10 12:40 1:10 1:40 2:10 2:45 3:15 3:45 4:15 4:45 5:15 5:45 6:15 6:45 7:15 7:45 8:15 8:45 9:15 9:45 10:10 10:40

7:16 7:46 8:16 8:46 9:16 9:46 10:16 10:46 11:16 11:46 12:16 12:46 1:16 1:46 2:16 2:51 3:21 3:51 4:21 4:51 5:21 5:51 6:21 6:51 7:21 7:51 8:21 8:51 9:21 9:51 10:16 10:46

7:22 7:52 8:22 8:52 9:20 9:50 10:20 10:50 11:20 11:50 12:20 12:50 1:20 1:50 2:20 2:55 3:25 3:55 4:25 4:55 5:25 5:55 6:25 6:55 7:25 7:55 8:25 8:55 9:25 9:55 10:20 10:50

7:26 7:56 8:26 8:56 9:24 9:54 10:24 10:54 11:24 11:54 12:24 12:54 1:24 1:54 2:24 2:59 3:29 3:59 4:29 4:59 5:29 5:59 6:29 6:59 7:29 7:59 8:29 8:59 9:29 9:59 10:24 10:54

B-19

Bold Shaded numerals are PM Times

Cla r & N endo Fill n Bl mo vd re St 15 th N U St Co hle N & ur t St Ho – us e

Sábado Dirección Norte

Wa l S R ter R an eed do lph Dr & St Wa l Co ter R lum ee bia d D Pik r & e Se q S 2 uoia nd DH St S/

Saturday Northbound

Sh ir Sta lingt tio on n

ART 77

1

2

3

4

5

6

7:00 7:30 8:00 8:30 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 9:00 9:30 10:00 10:30 11:00

7:05 7:35 8:05 8:35 9:05 9:35 10:05 10:35 11:05 11:35 12:05 12:35 1:05 1:35 2:05 2:35 3:05 3:35 4:05 4:35 5:05 5:35 6:05 6:35 7:05 7:35 8:05 8:35 9:05 9:35 10:05 10:35 11:05

7:09 7:39 8:09 8:39 9:09 9:39 10:09 10:39 11:09 11:39 12:09 12:39 1:09 1:39 2:09 2:39 3:09 3:39 4:09 4:39 5:09 5:39 6:09 6:39 7:09 7:39 8:09 8:39 9:09 9:39 10:09 10:39 11:09

7:16 7:46 8:16 8:46 9:16 9:46 10:16 10:46 11:16 11:46 12:16 12:46 1:16 1:46 2:16 2:46 3:16 3:46 4:16 4:46 5:16 5:46 6:16 6:46 7:16 7:46 8:16 8:46 9:16 9:46 10:16 10:46 11:16

7:22 7:52 8:22 8:52 9:22 9:52 10:22 10:52 11:22 11:52 12:22 12:52 1:22 1:52 2:22 2:52 3:22 3:52 4:22 4:52 5:22 5:52 6:22 6:52 7:22 7:52 8:22 8:52 9:22 9:52 10:22 10:52 11:22

7:26 7:56 8:26 8:56 9:26 9:56 10:26 10:56 11:26 11:56 12:26 12:56 1:26 1:56 2:26 2:56 3:26 3:56 4:26 4:56 5:26 5:56 6:26 6:56 7:26 7:56 8:26 8:56 9:26 9:56 10:26 10:56 11:26

B-20

Saturday Southbound Sábado Dirección Sur

Bold Shaded numerals are PM Times

Wa l Co ter R lum ee bia d D Pik r & e Wa l S R ter R an eed do lph Dr & St Sh ir Sta lingt tio on n

ART 77 15 t N Uh St N Co hle S & ur t t– Ho us e Wi lso NF nB illm lvd ore & St Se qu S 2 oia nd DH St S/

w

6

7

4

3

2

1

7:28 7:58 8:28 8:58 9:28 9:58 10:28 10:58 11:28 11:58 12:28 12:58 1:28 1:58 2:28 2:58 3:28 3:58 4:28 4:58 5:28 5:58 6:28 6:58 7:28 7:58 8:28 8:58 9:28 9:58 10:28 10:58 11:28

7:33 8:03 8:33 9:03 9:33 10:03 10:33 11:03 11:33 12:03 12:33 1:03 1:33 2:03 2:33 3:03 3:33 4:03 4:33 5:03 5:33 6:03 6:33 7:03 7:33 8:03 8:33 9:03 9:33 10:03 10:33 11:03 11:33

7:39 8:09 8:39 9:09 9:39 10:09 10:39 11:09 11:39 12:09 12:39 1:09 1:39 2:09 2:39 3:09 3:39 4:09 4:39 5:09 5:39 6:09 6:39 7:09 7:39 8:09 8:39 9:09 9:39 10:09 10:39 11:09 11:39

7:46 8:16 8:46 9:16 9:46 10:16 10:46 11:16 11:46 12:16 12:46 1:16 1:46 2:16 2:46 3:16 3:46 4:16 4:46 5:16 5:46 6:16 6:46 7:16 7:46 8:16 8:46 9:16 9:46 10:16 10:46 11:16 11:46

7:50 8:20 8:50 9:20 9:50 10:20 10:50 11:20 11:50 12:20 12:50 1:20 1:50 2:20 2:50 3:20 3:50 4:20 4:50 5:20 5:50 6:20 6:50 7:20 7:50 8:20 8:50 9:20 9:50 10:20 10:50 11:20 11:50

7:54 8:24 8:54 9:24 9:54 10:24 10:54 11:24 11:54 12:24 12:54 1:24 1:54 2:24 2:54 3:24 3:54 4:24 4:54 5:24 5:54 6:24 6:54 7:24 7:54 8:24 8:54 9:24 9:54 10:24 10:54 11:24 11:54

B-21

How to use this timetable ➤ Use the map to find the stops closest to where you will get on and off the bus. ➤ Select the schedule (Weekday, Saturday, Sunday) for when you will travel. Along the top of the schedule, find the stop at or nearest the point where you will get on the bus. Follow that column down to the time you want to leave.

Effective 6-25-17

10

A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line

➤ Use the same method to find the times the bus is scheduled to arrive at the stop where you will get off the bus. ➤ If the bus stop is not listed, use the time shown for the bus stop before it as the time to wait at the stop. ➤ The end-of-the-line or last stop is listed in ALL CAPS on the schedule.

Cómo Usar este Horario ➤ Use este mapa para localizar las paradas más cercanas a donde se subirá y bajará del autobús. ➤ Seleccione el horario (Entre semana, sábado, domingo) de cuando viajará. A lo largo de la parte superior del horario, localice la parada o el punto más cercano a la parada en la que se subirá al autobús. Siga esa columna hacia abajo hasta la hora en la que desee salir. ➤ Utilice el mismo método para localizar las horas en que el autobús está programado para llegar a la parada en donde desea bajarse del autobús. ➤ Si la parada del autobús no está listada use la hora que se muestra en la parada anterior como la hora de espera en la parada. ➤ El final de la ruta o la última parada del autobús aparece en letras MAYÚSCULAS en el horario.

Serves these locationsBrinda servicio a estas ubicaciones

l Huntington Station (10A) l Hunting Point (10B,E) l Downtown Alexandria (10A,B,E) l Braddock Road station (10A,B) l Del Ray (10A,B) l Arlandria (10A,B) l South Arlington (10A,B) l Ronald Reagan Washington National Airport* (10N – late night Fri. & Sat. early morning Sun.)

l Crystal City* (10N – late night Fri. & Sat. early morning Sun.)

l Pentagon City* (10A – 15th & Joyce Sts., 10N – late night Fri. & Sat. early morning Sun.)

l Pentagon station (10A,E,N) l Rosslyn station (10E – Ft. Myer Dr.

& Wilson Blvd.)

l Arna Valley (10B) l Parkfairfax (10B) l Shirlington Transit Center (10B) l Buckingham (10B) l Ballston Common (10B) l Ballston-MU station (10B) *10N late night Friday & Saturday, early morning Sunday

Washington Metropolitan Area Transit Authority A District of Columbia, Maryland and Virginia Transit Partnership

Page 1 of 14 B-22

10A,E,N

For route and schedule information

Alexandria-Pentagon Line

10B

Call 202-637-7000 www.wmata.com

Hunting Point-Ballston Line

Legend

RANDOLP H ST

MOO RE S T

10E

LE

E

HW

Y

WILSON BLVD

BALLSTON-MU STATION 10B

D WILSON BLV

BALLSTON COMMON

ST

FT MNASH ST YER DR

STUART ST

X DR

19th

LYN N

I-66

ROSSLYN STATION FAIRF A

ST

— Metrorail Station — Terminal Stands

I-66

N

10E

GL EB

DR

h ST

CRY

ARLANDRIA

10N

RONALD REAGAN WASHINGTON NATIONAL AIRPORT REED AVE STATION POTOMAC YARD WY

DAVIS H

EX

PARKFAIRFAX Guaranteed Ride Home

SHOPPING CENTER

10A

10E

N

AVE

E AVE

MT VE

(2/97)

HUM

RNON

10B

US R

T1

When you take Metrobus or Metrorail to work, you are eligible to participate in the free Commuter Connection Guaranteed Ride Home Program. The program will get you home in the event of a personal emergency or unscheduled overtime. To register and to receive program details, call Commuter Connection at 1-800-745-RIDE.

DEL RAY

MONRO

E AVE

BR

AD

WE S

T

MA DIS ON

CO LU TO MB NS US T ST

HUNTINGTON STATION

E AV

OLD RICHMOND

KS

NG

N TO

5/4

ST

95

HI

G IN I-9

ST PE

ND

LE

TO N

ST

GS T

10A,B,E

WA S

NT

BO NS AN T KL IN

FR

PA TR IC

HU

GIB

10E

KIN

T

(North)

PA TR IC

ST

RD

Route 10N service operates late nights on Fridays and Saturdays and early morning on Sundays.

ST

CK

10A,B

KS

T

DO

POWHATAN

BRADDOCK ROAD STATION

10A

EADS

NR GTO LIN

S GLEB E RD E RD

EB

JEFF ERSO

RT

18th ST 20th ST

ARNA VALLEY

GL

10B

RD

MA

W

L DR VAL EY

ON ST

I-395 SHIRLINGTON TRANSIT QUINCY CENTER ST SHIRLINGTON ROTARY

ST

CRYSTAL CITY

VRE 10N STATION

10A,E

VE

GU N

HA

RANDOLPH ST

CAMPBELL AVE CUSTIS DR

T

L D R

ST

D IDG

ER

hS

23rd

EC AV UT E I

DR

I-39

10A

RD

L

DR

5

15t

AR

ST

NGTON SHIRLI

KENMORE

95

I-3

NA VY

JO YC ES T

10E

24th RD

IL M

SHIRLINGTON

10B

LY NN

WA LT

ER

MY

ST

AR

STA

RE

ED

COLUMBIA PIKE

12t

RD

PENTAGON CITY 10A,E,N STATION PENTAGON STATION

HWY

FILLMOR

BE

LE

N TO NG LI AR

10B

AVIS ON D

SG

S 2nd ST

110

BLVD

ERS

RT

E ST

D

ARLINGTON

F JEF

ER

10B

BUCKINGHAM

HWY WY

OND H

RICHM

SERVICE ROADWAY

WMATA ©2016

HUNTING POINT

For information regarding this map contact .

B-23

10B,E

Page 2 of 14

10

A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line



Alexandria-Pentagon Line

Northbound To Pentagon/Rosslyn stations Monday thru Friday — Lunes a viernes

Route Number

Huntington (North)

Powhatan St. Braddock King & & Rd. Hunting Washington Bashford Point Sts. Ln.

10A 10A 10A 10E 10A 10E/ 10E 10A 10E/ 10E 10A 10E/ 10E 10A 10E/ 10E 10A 10E/ 10A 10A 10A 10A 10A 10A 10A 10A

4:25 4:55 5:25 -  5:55 -  -  6:25 -  -  6:55 -  -  7:25 -  -  7:55 -  8:25 8:55 9:25 9:55 10:25 10:55 11:25 11:55

-  -  -  5:51 -  6:05 6:20 -  6:35 6:50 -  7:07 7:25 -  7:39 7:54 -  8:09 -  -  -  -  -  -  -  - 

10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A

12:25 12:55 1:25 1:55 2:25 2:55 3:25 3:55 4:25 4:55 5:25 5:55 6:25 6:55 7:25 7:55 8:25 8:55 9:25 9:55 10:25 10:55 11:55

-  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  - 

❍ 10N -  ❍ 10N -  10A 12:55 ❍ 10N -  -  ❍ 10N ❍ 10A 1:55

-  -  -  -  -  - 

*

Mount Vernon & Hume Aves.

Reagan Mount National Vernon Airport & (Upper Executive RdwyAves. Gate B)

S. 23rd & Fern Sts.

Fort Myer Dr. & Crystal Dr. S. Lynn Wilson Blvd. & Pentagon St. & (ROSSLYN) 18th St. S. City Army PENTAGON (Crystal (S Hayes & Navy City) 12th) Dr.

AM Service — Servicio matutino 4:42 4:47 4:51 -  4:57 -  -  5:12 5:17 5:21 -  5:27 -  -  5:42 5:47 5:51 -  5:57 -  -  -  6:08 6:12 -  -  -  -  6:12 6:17 6:21 -  6:27 -  -  -  6:24 6:29 -  -  -  -  -  6:39 6:44 -  -  -  -  6:42 6:47 6:52 -  6:59 -  -  -  6:54 6:59 -  -  -  -  -  7:09 7:14 -  -  -  -  7:12 7:17 7:22 -  7:29 -  -  -  7:26 7:31 -  -  -  -  -  7:44 7:49 -  -  -  -  7:45 7:52 7:57 -  8:04 -  -  -  7:59 8:04 -  -  -  -  -  8:14 8:19 -  -  -  -  8:15 8:22 8:27 -  8:34 -  -  -  8:29 8:34 -  -  -  -  8:45 8:52 8:57 -  9:04 -  -  9:15 9:22 9:27 -  9:34 -  -  9:45 9:51 9:55 -  10:01 -  -  10:15 10:21 10:25 -  10:31 -  -  10:45 10:51 10:55 -  11:01 -  -  11:15 11:21 11:25 -  11:31 -  -  11:45 11:51 11:55 -  12:01 -  -  12:15 12:21 12:25 -  12:31 -  -  PM Service — Servicio vespertino 12:36 -  12:45 12:51 12:55 -  1:01 -  -  1:06 -  1:15 1:21 1:25 -  1:31 -  -  1:36 -  1:45 1:51 1:55 -  2:01 -  -  2:06 -  2:15 2:21 2:25 -  2:31 -  -  2:36 -  2:45 2:52 2:57 -  3:03 -  -  3:06 -  3:15 3:22 3:27 -  3:33 -  -  3:35 -  3:44 3:52 3:57 -  4:04 -  -  4:05 -  4:14 4:22 4:27 -  4:34 -  -  4:35 -  4:44 4:52 4:57 -  5:04 -  -  5:05 -  5:14 5:22 5:27 -  5:34 -  -  5:34 -  5:42 5:50 5:54 -  6:00 -  -  6:04 -  6:12 6:20 6:24 -  6:30 -  -  6:34 -  6:42 6:50 6:54 -  7:00 -  -  7:04 -  7:12 7:20 7:24 -  7:30 -  -  7:34 -  7:41 7:47 7:50 -  7:55 -  -  8:04 -  8:11 8:17 8:20 -  8:25 -  -  8:34 -  8:41 8:47 8:50 -  8:55 -  -  9:04 -  9:11 9:17 9:20 -  9:25 -  -  9:34 -  9:41 9:47 9:50 -  9:55 -  -  10:04 -  10:11 10:17 10:20 -  10:25 -  -  10:34 -  10:41 10:47 10:50 -  10:55 -  -  11:04 -  11:11 11:17 11:20 -  11:25 -  -  12:03 -  12:10 12:15 12:18 -  12:23 -  -  After Midnight Service — Servicio después de la medianoche -  -  -  -  -  12:30 -  12:36 12:39 -  -  -  -  -  1:07 -  1:13 1:16 1:03 -  1:10 1:15 1:18 -  1:23 -  -  -  -  -  -  -  1:40 -  1:46 1:49 -  -  -  -  -  2:15 -  2:21 2:24 2:03 -  2:10 2:15 2:18 -  2:23 -  - 

4:35 5:05 5:35 5:54 6:05 6:09 6:24 6:35 6:39 6:54 7:05 7:11 7:29 7:37 7:44 7:59 8:07 8:14 8:37 9:07 9:36 10:06 10:36 11:06 11:36 12:06

-  -  -  5:59 -  6:15 6:30 -  6:45 7:00 -  7:17 7:35 -  7:51 8:06 -  8:21 -  -  -  -  -  -  -  - 

— Across from west entrance of Rosslyn station.

❍ — Trip operates Friday only. Los autobuses funcionan solamente el viernes.

B-24

*

-  -  -  6:17 -  6:36 6:51 -  7:06 7:21 -  7:38 7:56 -  8:12 8:27 -  8:42 -  -  -  -  -  -  -  - 

5:07 5:37 6:07 6:24 6:37 6:43 6:58 7:10 7:13 7:28 7:40 7:45 8:03 8:16 8:18 8:33 8:46 8:48 9:16 9:46 10:14 10:44 11:14 11:44 12:14 12:44

-  -  -  6:36 -  -  7:10 -  -  7:40 -  -  8:15 -  -  8:45 -  -  -  -  -  -  -  -  -  - 

-  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  - 

1:14 1:44 2:14 2:44 3:18 3:48 4:17 4:47 5:17 5:47 6:12 6:42 7:12 7:42 8:06 8:36 9:06 9:36 10:06 10:36 11:06 11:36 12:33

-  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  - 

-  12:45 -  1:22 -  1:33 -  1:55 -  2:30 -  2:33

-  -  -  -  -  - 

Page 3 of 14

10

A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line



Alexandria-Pentagon Line

Southbound To Huntington Station/Hunting Point/National Airport Monday thru Friday — Lunes a viernes Fort Myer Dr. & Wilson Blvd. (Rosslyn) Route Number

Pentagon

*

10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A

-  -  -  -  -  -  -  -  -  -  -  -  -  - 

5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 9:00 9:30 10:00 10:30 11:00 11:30

10A 10A 10A 10A 10A 10A 10A 10A 10A 10E 10A 10E 10E 10A 10E 10E 10A 10E 10E 10A 10E 10E 10A 10E 10A 10A 10A 10A 10A 10A 10A 10A

-  -  -  -  -  -  -  -  -  4:00 -  -  4:37 -  -  5:07 -  -  5:37 -  -  6:07 -  -  -  -  -  -  -  -  -  - 

12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:15 4:30 4:37 4:52 5:00 5:07 5:22 5:30 5:37 5:52 6:00 6:07 6:22 6:30 6:45 7:00 7:30 8:00 8:30 9:00 9:30 10:00 11:00

10A ❍ 10N 10A ❍ 10A ❍ 10N ❍ 10N

-  12:00 -  12:53 -  1:00 -  2:00 -  2:00 -  2:55

S. Lynn St. & Army Navy Dr.

Crystal City (S. Bell & 18th Sts.)

-  -  -  -  -  -  -  -  -  -  -  -  -  - 

-  -  -  -  -  -  -  -  -  -  -  -  -  - 

S. 23rd & Fern Sts.

Reagan National Mount Airport Vernon (Upper & RdwyExecutive Gate B) Aves.

Mount Vernon & Hume Aves.

Powhatan HunSt. King Braddock tington & & Rd. (North) Washington HUNTING Bashford Ln. Sts. POINT

AM Service — Servicio matutino 5:12 -  5:18 5:21 -  5:28 5:42 -  5:48 5:51 -  5:58 6:12 -  6:18 6:21 -  6:28 6:42 -  6:48 6:51 -  6:58 7:14 -  7:20 7:24 -  7:33 7:44 -  7:50 7:54 -  8:03 8:14 -  8:20 8:24 -  8:33 8:44 -  8:50 8:54 -  9:03 9:11 -  9:17 9:21 -  9:29 9:41 -  9:47 9:51 -  9:59 10:11 -  10:17 10:21 -  10:29 10:41 -  10:47 10:51 -  10:59 11:11 -  11:17 11:21 -  11:29 11:41 -  11:47 11:51 -  11:59 PM Service — Servicio vespertino -  -  12:13 -  12:18 12:22 -  12:29 -  -  12:43 -  12:48 12:52 -  12:59 -  -  1:13 -  1:18 1:22 -  1:29 -  -  1:43 -  1:48 1:52 -  1:59 -  -  2:13 -  2:18 2:22 -  2:29 -  -  2:45 -  2:52 2:57 -  3:05 -  -  3:15 -  3:22 3:27 -  3:35 -  -  3:45 -  3:52 3:57 -  4:05 -  -  4:15 -  4:22 4:27 -  4:35 4:22 -  -  -  4:32 4:37 4:47 -  -  -  4:45 -  4:52 4:57 -  5:05 4:44 -  -  -  4:54 4:59 5:09 -  4:59 -  -  -  5:09 5:14 5:24 -  -  -  5:15 -  5:22 5:27 -  5:35 5:14 -  -  -  5:24 5:29 5:39 -  5:29 -  -  -  5:39 5:44 5:54 -  -  -  5:45 -  5:52 5:57 -  6:05 5:44 -  -  -  5:54 5:59 6:09 -  5:59 -  -  -  6:09 6:14 6:24 -  -  -  6:15 -  6:22 6:27 -  6:35 6:14 -  -  -  6:24 6:29 6:39 -  6:29 -  -  -  6:39 6:44 6:54 -  -  -  6:45 -  6:52 6:57 -  7:05 6:52 -  -  -  7:02 7:07 7:17 -  -  -  7:15 -  7:22 7:27 -  7:35 -  -  7:43 -  7:49 7:52 -  7:59 -  -  8:13 -  8:19 8:22 -  8:29 -  -  8:43 -  8:49 8:52 -  8:59 -  -  9:13 -  9:19 9:22 -  9:28 -  -  9:43 -  9:49 9:52 -  9:58 -  -  10:13 -  10:19 10:22 -  10:28 -  -  11:13 -  11:19 11:22 -  11:28 After Midnight Service — Servicio después de la medianoche -  -  12:13 -  12:19 12:22 -  12:28 -  12:58 -  1:05 -  -  -  -  -  -  1:13 -  1:19 1:22 -  1:28 -  -  2:13 -  2:19 2:22 -  2:28 -  2:05 -  2:12 -  -  -  -  -  3:00 -  3:07 -  -  -  - 

*

5:35 6:05 6:35 7:05 7:42 8:12 8:42 9:12 9:39 10:09 10:39 11:09 11:39 12:09

-  -  -  -  -  -  -  -  -  -  -  -  -  - 

5:44 6:14 6:44 7:14 7:52 8:22 8:52 9:22 9:49 10:19 10:49 11:19 11:49 12:19

12:38 1:08 1:38 2:08 2:38 3:15 3:45 4:15 4:45 4:53 5:15 5:15 5:30 5:45 5:45 6:00 6:15 6:15 6:30 6:45 6:45 7:00 7:15 7:23 7:45 8:06 8:36 9:06 9:35 10:05 10:35 11:35

-  -  -  -  -  -  -  -  -  4:59 -  5:21 5:36 -  5:51 6:06 -  6:21 6:36 -  6:51 7:06 -  7:29 -  -  -  -  -  -  -  - 

12:47 1:17 1:47 2:17 2:47 3:29 3:59 4:29 4:59 -  5:29 -  -  5:59 -  -  6:29 -  -  6:59 -  -  7:29 -  7:59 8:19 8:49 9:19 9:46 10:16 10:46 11:46

12:35 -  1:35 2:35 -  - 

-  12:46 -  -  -  1:46 -  2:46 -  -  -  - 

— Across from west entrance of Rosslyn station.

❍ — Trip operates Friday only. Los autobuses funcionan solamente el viernes.

Page 4 of 14 B-25

10

A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line



Alexandria-Pentagon Line Northbound To Pentagon station Saturday — En sábados

Reagan WashingMount Mount National Huntington Vernon Vernon Airport Braddock ton & & & (Upper Rd. Route (North) King Hume Executive RdwyNumber Sts. Aves. Aves. Gate B)

S. 23rd & Fern Sts.

Crystal Dr. & Pentagon PENTA18th St. S. City GON (Crystal (S Hayes City) & 12th)

AM Service — Servicio matutino 5:39 5:44 5:48 -  5:53 -  -  6:04 6:09 6:14 6:18 -  6:23 -  -  6:34 6:42 6:47 6:51 -  6:56 -  -  7:07 7:12 7:17 7:21 -  7:26 -  -  7:37 7:42 7:47 7:51 -  7:56 -  -  8:07 8:12 8:17 8:21 -  8:26 -  -  8:37 8:42 8:47 8:51 -  8:56 -  -  9:07 9:12 9:17 9:21 -  9:26 -  -  9:37 9:44 9:50 9:54 -  10:00 -  -  10:12 10:14 10:20 10:24 -  10:30 -  -  10:42 10:44 10:50 10:54 -  11:00 -  -  11:12 11:14 11:20 11:24 -  11:30 -  -  11:42 11:44 11:50 11:54 -  12:00 -  -  12:12 12:14 12:20 12:24 -  12:30 -  -  12:42 PM Service — Servicio vespertino 10A 12:25 12:36 12:44 12:50 12:54 -  1:00 -  -  1:12 10A 12:55 1:06 1:14 1:20 1:24 -  1:30 -  -  1:42 10A 1:25 1:36 1:44 1:50 1:54 -  2:00 -  -  2:12 10A 1:55 2:06 2:14 2:20 2:24 -  2:30 -  -  2:42 10A 2:25 2:36 2:44 2:50 2:54 -  3:00 -  -  3:12 10A 2:55 3:06 3:14 3:20 3:24 -  3:30 -  -  3:42 10A 3:25 3:36 3:44 3:50 3:54 -  4:00 -  -  4:12 10A 3:55 4:06 4:14 4:20 4:24 -  4:30 -  -  4:42 10A 4:25 4:36 4:44 4:50 4:54 -  5:00 -  -  5:12 10A 4:55 5:06 5:14 5:20 5:24 -  5:30 -  -  5:42 10A 5:25 5:36 5:44 5:50 5:54 -  6:00 -  -  6:12 10A 5:55 6:06 6:14 6:20 6:24 -  6:30 -  -  6:42 10A 6:25 6:36 6:44 6:50 6:54 -  7:00 -  -  7:12 10A 6:55 7:06 7:14 7:20 7:24 -  7:30 -  -  7:42 10A 7:25 7:33 7:40 7:45 7:48 -  7:53 -  -  8:04 10A 7:55 8:03 8:10 8:15 8:18 -  8:23 -  -  8:34 10A 8:25 8:33 8:40 8:45 8:48 -  8:53 -  -  9:04 10A 8:55 9:03 9:10 9:15 9:18 -  9:23 -  -  9:34 10A 9:25 9:33 9:40 9:45 9:48 -  9:53 -  -  10:04 10A 9:55 10:03 10:10 10:15 10:18 -  10:23 -  -  10:34 10A 10:25 10:33 10:40 10:45 10:48 -  10:53 -  -  11:04 10A 10:55 11:03 11:10 11:15 11:18 -  11:23 -  -  11:34 10A 11:25 11:33 11:40 11:45 11:48 -  11:53 -  -  12:04 10A 11:55 12:03 12:10 12:15 12:18 -  12:23 -  -  12:34 After Midnight Service — Servicio después de la medianoche 10N -  -  -  -  -  12:30 -  12:36 12:39 12:45 10A 12:25 12:33 12:40 12:45 12:48 -  12:53 -  -  1:04 10N -  -  -  -  -  1:07 -  1:13 1:16 1:22 10N -  -  -  -  -  1:40 -  1:46 1:49 1:55 10A 1:25 1:33 1:40 1:45 1:48 -  1:53 -  -  2:04 10N -  -  -  -  -  2:15 -  2:21 2:24 2:30 On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate. 10A 5:25 10A 5:55 10A 6:25 10A 6:55 10A 7:25 10A 7:55 10A 8:25 10A 8:55 10A 9:25 10A 9:55 10A 10:25 10A 10:55 10A 11:25 10A 11:55

5:33 6:03 6:35 7:05 7:35 8:05 8:35 9:05 9:36 10:06 10:36 11:06 11:36 12:06

Page 5 of 14 B-26

10

A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line



Alexandria-Pentagon Line Southbound To Huntington Station/National Airport Saturday — En sábados Crystal City (S. Bell Route Pentagon & 18th Number Sts.)

S. 23rd & Fern Sts.

Reagan National Mount Mount Washing- HuntingAirport Vernon Vernon ton Braddock ton (Upper & & & Rd. Rdwy- Executive Hume King (North) Gate B) Aves. Aves. Sts.

AM Service — Servicio matutino -  5:41 -  5:46 5:49 5:55 6:04 6:13 -  6:11 -  6:16 6:19 6:25 6:34 6:43 -  6:41 -  6:46 6:49 6:55 7:04 7:13 -  7:11 -  7:16 7:19 7:25 7:34 7:43 -  7:41 -  7:46 7:49 7:55 8:04 8:13 -  8:11 -  8:16 8:19 8:25 8:34 8:43 -  8:41 -  8:46 8:49 8:55 9:04 9:13 -  9:11 -  9:16 9:19 9:25 9:34 9:43 -  9:41 -  9:46 9:49 9:55 10:04 10:13 -  10:13 -  10:19 10:23 10:30 10:40 10:49 -  10:43 -  10:49 10:53 11:00 11:10 11:19 -  11:15 -  11:21 11:25 11:32 11:42 11:51 -  11:43 -  11:49 11:53 12:00 12:10 12:19 PM Service — Servicio vespertino 10A 12:00 -  12:13 -  12:19 12:23 12:30 12:40 12:49 10A 12:30 -  12:43 -  12:49 12:53 1:00 1:10 1:19 10A 1:00 -  1:13 -  1:19 1:23 1:30 1:40 1:49 10A 1:30 -  1:43 -  1:49 1:53 2:00 2:10 2:19 10A 2:00 -  2:13 -  2:19 2:23 2:30 2:40 2:49 10A 2:30 -  2:43 -  2:49 2:53 3:00 3:10 3:19 10A 3:00 -  3:13 -  3:19 3:23 3:30 3:40 3:49 10A 3:30 -  3:43 -  3:49 3:53 4:00 4:10 4:19 10A 4:00 -  4:13 -  4:19 4:23 4:30 4:40 4:49 10A 4:30 -  4:43 -  4:49 4:53 5:00 5:10 5:19 10A 5:00 -  5:13 -  5:19 5:23 5:30 5:40 5:49 10A 5:30 -  5:43 -  5:49 5:53 6:00 6:10 6:19 10A 6:00 -  6:13 -  6:19 6:23 6:30 6:40 6:49 10A 6:30 -  6:43 -  6:49 6:53 7:00 7:10 7:19 10A 7:00 -  7:12 -  7:17 7:20 7:27 7:35 7:44 10A 7:30 -  7:42 -  7:47 7:50 7:57 8:05 8:14 10A 8:00 -  8:12 -  8:17 8:20 8:27 8:35 8:44 10A 8:30 -  8:42 -  8:47 8:50 8:57 9:05 9:14 10A 9:00 -  9:12 -  9:17 9:20 9:27 9:35 9:44 10A 9:30 -  9:42 -  9:47 9:50 9:57 10:05 10:14 10A 10:00 -  10:12 -  10:17 10:20 10:25 10:31 10:40 10A 10:30 -  10:42 -  10:47 10:50 10:55 11:01 11:10 10A 11:00 -  11:12 -  11:17 11:20 11:25 11:31 11:40 10A 11:30 -  11:42 -  11:47 11:50 11:55 12:01 12:10 After Midnight Service — Servicio después de la medianoche 10A 12:30 -  12:42 -  12:47 12:50 12:55 1:01 1:10 10N 12:53 12:58 -  1:05 -  -  -  -  -  10N 1:25 1:30 -  1:37 -  -  -  -  -  10A 1:30 -  1:42 -  1:47 1:50 1:55 2:01 2:10 10N 2:00 2:05 -  2:12 -  -  -  -  -  10N 2:55 3:00 -  3:07 -  -  -  -  -  10A 5:30 10A 6:00 10A 6:30 10A 7:00 10A 7:30 10A 8:00 10A 8:30 10A 9:00 10A 9:30 10A 10:00 10A 10:30 10A 11:02 10A 11:30

Page 6 of 14 B-27

10

A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line



Alexandria-Pentagon Line Northbound To Pentagon station Sunday — En domingo Reagan WashingMount Mount National Huntington Vernon Vernon Airport Braddock ton & & & (Upper Rd. Route (North) King Hume Executive RdwyNumber Sts. Aves. Aves. Gate B)

10A 10A 10N 10A 10N 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A 10A

S. 23rd & Fern Sts.

Crystal Dr. & Pentagon PENTA18th St. S. City GON (Crystal (S Hayes City) & 12th)

AM Service — Servicio matutino 5:40 5:45 5:48 -  5:54 -  -  6:40 6:45 6:48 -  6:54 -  -  -  -  -  6:45 -  6:51 6:54 7:40 7:45 7:48 -  7:54 -  -  -  -  -  7:55 -  8:01 8:04 8:41 8:47 8:51 -  8:57 -  -  9:41 9:47 9:51 -  9:57 -  -  10:44 10:51 10:56 -  11:02 -  -  11:44 11:51 11:56 -  12:02 -  -  PM Service — Servicio vespertino 12:25 12:35 12:44 12:51 12:56 -  1:02 -  -  1:25 1:35 1:44 1:51 1:56 -  2:02 -  -  2:25 2:35 2:44 2:51 2:56 -  3:02 -  -  3:25 3:35 3:44 3:51 3:56 -  4:02 -  -  4:25 4:35 4:42 4:48 4:53 -  4:59 -  -  5:25 5:35 5:42 5:48 5:53 -  5:59 -  -  6:25 6:35 6:42 6:48 6:53 -  6:59 -  -  7:25 7:34 7:41 7:47 7:52 -  7:57 -  -  8:25 8:34 8:41 8:47 8:52 -  8:57 -  -  9:25 9:34 9:41 9:47 9:52 -  9:57 -  -  10:25 10:34 10:41 10:47 10:52 -  10:57 -  -  11:25 11:34 11:41 11:47 11:52 -  11:57 -  -  After Midnight Service — Servicio después de la medianoche 12:25 12:34 12:41 12:47 12:52 -  12:57 -  -  1:25 1:34 1:41 1:47 1:52 -  1:57 -  - 

5:25 6:25 -  7:25 -  8:25 9:25 10:25 11:25

5:34 6:34 -  7:34 -  8:34 9:34 10:35 11:35

6:05 7:05 7:00 8:05 8:10 9:08 10:08 11:13 12:13 1:13 2:13 3:13 4:13 5:12 6:12 7:12 8:06 9:06 10:06 11:06 12:06 1:06 2:06

Page 7 of 14 B-28

10

A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line



Alexandria-Pentagon Line Southbound To Huntington Station/ National Airport Sunday — En domingo Crystal City (S. Bell Route Pentagon & 18th Number Sts.)

S. 23rd & Fern Sts.

Reagan National Mount Mount Washing- HuntingAirport Vernon Vernon ton Braddock ton (Upper & & & Rd. Rdwy- Executive Hume King (North) Gate B) Aves. Aves. Sts.

AM Service — Servicio matutino 10A 5:30 -  5:40 -  5:46 5:50 5:56 6:05 6:14 10A 6:30 -  6:40 -  6:46 6:50 6:56 7:05 7:14 10N 6:30 6:37 -  6:42 -  -  -  -  -  10A 7:30 -  7:40 -  7:46 7:50 7:56 8:05 8:14 10N 7:40 7:47 -  7:52 -  -  -  -  -  10A 8:30 -  8:40 -  8:46 8:50 8:56 9:05 9:14 10A 9:30 -  9:40 -  9:46 9:50 9:56 10:05 10:14 10A 10:30 -  10:43 -  10:49 10:54 11:01 11:11 11:21 10A 11:30 -  11:43 -  11:49 11:54 12:01 12:11 12:21 PM Service — Servicio vespertino 10A 12:30 -  12:43 -  12:49 12:54 1:01 1:11 1:21 10A 1:30 -  1:43 -  1:49 1:54 2:01 2:11 2:21 10A 2:30 -  2:43 -  2:49 2:54 3:01 3:11 3:21 10A 3:30 -  3:43 -  3:49 3:54 4:01 4:11 4:21 10A 4:30 -  4:43 -  4:49 4:54 5:01 5:11 5:21 10A 5:30 -  5:43 -  5:49 5:54 6:01 6:11 6:21 10A 6:30 -  6:43 -  6:49 6:54 7:01 7:11 7:21 10A 7:30 -  7:43 -  7:49 7:53 8:00 8:08 8:18 10A 8:30 -  8:43 -  8:49 8:53 9:00 9:08 9:18 10A 9:30 -  9:43 -  9:49 9:53 10:00 10:08 10:18 10A 10:30 -  10:43 -  10:49 10:53 11:00 11:08 11:18 10A 11:30 -  11:42 -  11:47 11:50 11:55 12:01 12:10 After Midnight Service — Servicio después de la medianoche 10A 12:30 -  12:42 -  12:47 12:50 12:55 1:01 1:10 10A 1:30 -  1:42 -  1:47 1:50 1:55 2:01 2:10

Page 8 of 14 B-29

10

A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line

Hunting Point - Ballston Line Southbound to Hunting Point Monday thru Friday — Lunes a viernes

Route Number

BallstonMU

Walter Reed Dr. & Columbia Pike

Shirlington Transit Center

Mount Vernon & Executive Aves.

Mount Vernon & Hume Aves.

Braddock Rd.

S. Washington St. & Washington entrance & to King HUNTING Sts. POINT

AM Service — Servicio matutino 10B 5:30 5:41 5:51 6:02 6:05 6:12 6:19 6:25 10B 6:00 6:11 6:21 6:32 6:35 6:42 6:49 6:55 10B 6:30 6:41 6:51 7:02 7:05 7:12 7:19 7:25 10B 7:00 7:13 7:24 7:37 7:41 7:50 7:59 8:06 10B 7:30 7:43 7:54 8:07 8:11 8:20 8:29 8:36 10B 8:00 8:13 8:24 8:37 8:41 8:50 8:59 9:06 10B 8:30 8:44 8:54 9:05 9:09 9:17 9:27 9:33 10B 9:00 9:14 9:24 9:35 9:39 9:47 9:57 10:03 10B 9:30 9:44 9:54 10:05 10:09 10:17 10:27 10:33 10B 10:00 10:14 10:24 10:35 10:39 10:47 10:57 11:03 10B 10:30 10:44 10:54 11:05 11:09 11:17 11:27 11:33 10B 11:00 11:14 11:24 11:35 11:39 11:47 11:57 12:03 10B 11:30 11:44 11:52 12:02 12:06 12:13 12:22 12:28 PM Service — Servicio vespertino 10B 12:00 12:14 12:22 12:32 12:36 12:43 12:52 12:58 10B 12:30 12:44 12:52 1:02 1:06 1:13 1:22 1:28 10B 1:00 1:14 1:22 1:32 1:36 1:43 1:52 1:58 10B 1:30 1:44 1:52 2:02 2:06 2:13 2:22 2:28 10B 2:00 2:14 2:22 2:32 2:36 2:43 2:52 2:58 10B 2:30 2:45 2:56 3:10 3:15 3:23 3:33 3:39 10B 3:00 3:15 3:26 3:40 3:45 3:53 4:03 4:09 10B 3:30 3:45 3:56 4:10 4:15 4:23 4:33 4:39 10B 4:00 4:15 4:26 4:40 4:45 4:53 5:03 5:09 10B 4:30 4:45 4:56 5:10 5:15 5:23 5:33 5:39 10B 5:00 5:15 5:26 5:40 5:45 5:53 6:03 6:09 10B 5:30 5:45 5:56 6:10 6:15 6:23 6:33 6:39 10B 6:00 6:15 6:26 6:40 6:45 6:53 7:03 7:09 10B 6:30 6:45 6:56 7:10 7:15 7:23 7:33 7:39 10B 7:00 7:15 7:26 7:40 7:45 7:53 8:03 8:09 10B 7:30 7:42 7:50 8:01 8:04 8:11 8:18 8:22 10B 8:00 8:12 8:20 8:31 8:34 8:41 8:48 8:52 10B 8:30 8:42 8:50 9:01 9:04 9:11 9:18 9:22 10B 9:00 9:12 9:20 9:31 9:34 9:41 9:48 9:52 10B 9:30 9:42 9:50 10:01 10:04 10:11 10:18 10:22 10B 10:00 10:11 10:18 10:29 10:32 10:38 10:45 10:47 10B 10:45 10:56 11:03 11:14 11:17 11:23 11:30 11:32 10B 11:45 11:56 12:03 12:14 12:17 12:23 12:30 12:32 After Midnight Service — Servicio después de la medianoche 10B 12:45 12:56 1:03 1:14 1:17 1:23 1:30 1:32

Page 9 of 14 B-30

10

A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line

Hunting Point - Ballston Line Northbound to Ballston-MU station Monday thru Friday — Lunes a viernes

Route Number

S. Washington St. & entrance to Hunting Point

Washington & King Sts.

Braddock Rd.

Mount Vernon & Hume Aves.

Mount Vernon & Executive Aves.

Shirlington Transit Center

Walter Reed Dr. BALLSTON& MU Columbia Pike

AM Service — Servicio matutino 10B 4:45 4:48 4:55 5:00 5:04 5:15 5:23 5:34 10B 5:15 5:18 5:25 5:30 5:34 5:45 5:53 6:04 10B 5:45 5:48 5:55 6:00 6:04 6:15 6:23 6:34 10B 6:15 6:19 6:26 6:31 6:36 6:48 6:59 7:14 10B 6:45 6:49 6:56 7:01 7:06 7:18 7:29 7:44 10B 7:15 7:20 7:28 7:35 7:40 7:53 8:04 8:20 10B 7:45 7:50 7:58 8:05 8:10 8:23 8:34 8:50 10B 8:15 8:20 8:28 8:35 8:40 8:53 9:04 9:20 10B 8:45 8:50 8:58 9:05 9:10 9:23 9:34 9:50 10B 9:15 9:21 9:30 9:36 9:40 9:52 10:02 10:15 10B 9:45 9:51 10:00 10:06 10:10 10:22 10:32 10:45 10B 10:15 10:21 10:30 10:36 10:40 10:52 11:02 11:15 10B 10:45 10:51 11:00 11:06 11:10 11:22 11:32 11:45 10B 11:15 11:21 11:30 11:36 11:40 11:52 12:02 12:15 10B 11:45 11:51 12:00 12:06 12:10 12:22 12:32 12:45 PM Service — Servicio vespertino 10B 12:15 12:21 12:30 12:36 12:40 12:52 1:02 1:15 10B 12:45 12:51 1:00 1:06 1:10 1:22 1:32 1:45 10B 1:15 1:21 1:30 1:36 1:40 1:52 2:02 2:15 10B 1:45 1:51 2:00 2:06 2:10 2:22 2:32 2:45 10B 2:15 2:21 2:30 2:36 2:40 2:52 3:02 3:15 10B 2:45 2:50 2:59 3:06 3:11 3:24 3:34 3:48 10B 3:15 3:20 3:29 3:36 3:41 3:54 4:04 4:18 10B 3:45 3:50 3:59 4:07 4:12 4:26 4:37 4:52 10B 4:15 4:20 4:29 4:37 4:42 4:56 5:07 5:22 10B 4:45 4:50 4:59 5:07 5:12 5:26 5:37 5:52 10B 5:15 5:20 5:29 5:37 5:42 5:56 6:07 6:22 10B 5:45 5:50 5:58 6:06 6:10 6:23 6:33 6:46 10B 6:15 6:20 6:28 6:36 6:40 6:53 7:03 7:16 10B 6:45 6:50 6:58 7:06 7:10 7:23 7:33 7:46 10B 7:15 7:20 7:28 7:36 7:40 7:53 8:03 8:16 10B 7:45 7:50 7:57 8:03 8:06 8:17 8:27 8:39 10B 8:15 8:20 8:27 8:33 8:36 8:47 8:57 9:09 10B 8:45 8:50 8:57 9:03 9:06 9:17 9:27 9:39 10B 9:45 9:50 9:57 10:03 10:06 10:17 10:27 10:39 10B 10:45 10:50 10:57 11:03 11:06 11:17 11:27 11:39 10B 11:45 11:50 11:57 12:02 12:05 12:14 12:23 12:33 After Midnight Service — Servicio después de la medianoche 10B 12:45 12:50 12:57 1:02 1:05 1:14 1:23 1:33

Page 10 of 14 B-31

10

A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line

Hunting Point - Ballston Line Southbound to Hunting Point Saturday — En sábados

Route Number

BallstonMU

Walter Reed Dr. & Columbia Pike

Shirlington Transit Center

Mount Vernon & Executive Aves.

Mount Vernon & Hume Aves.

Braddock Rd.

S. Washington St. & Washington entrance & to King HUNTING Sts. POINT

AM Service — Servicio matutino 10B 6:00 6:11 6:19 6:30 6:33 6:39 6:48 6:52 10B 6:30 6:41 6:49 7:00 7:03 7:09 7:18 7:22 10B 7:00 7:11 7:19 7:30 7:33 7:39 7:48 7:52 10B 7:30 7:41 7:49 8:00 8:03 8:09 8:18 8:22 10B 8:00 8:11 8:19 8:30 8:33 8:39 8:48 8:52 10B 8:30 8:41 8:49 9:00 9:03 9:09 9:18 9:22 10B 9:00 9:11 9:19 9:30 9:33 9:39 9:48 9:52 10B 9:30 9:41 9:49 10:00 10:03 10:09 10:18 10:22 10B 10:00 10:13 10:22 10:34 10:38 10:45 10:55 11:01 10B 10:30 10:43 10:52 11:04 11:08 11:15 11:25 11:31 10B 11:00 11:13 11:22 11:34 11:38 11:45 11:55 12:01 10B 11:30 11:43 11:52 12:04 12:08 12:15 12:25 12:31 PM Service — Servicio vespertino 10B 12:00 12:13 12:22 12:34 12:38 12:45 12:55 1:01 10B 12:30 12:43 12:52 1:04 1:08 1:15 1:25 1:31 10B 1:00 1:13 1:22 1:34 1:38 1:45 1:55 2:01 10B 1:30 1:43 1:52 2:04 2:08 2:15 2:25 2:31 10B 2:00 2:13 2:22 2:34 2:38 2:45 2:55 3:01 10B 2:30 2:43 2:52 3:04 3:08 3:15 3:25 3:31 10B 3:00 3:13 3:22 3:34 3:38 3:45 3:55 4:01 10B 3:30 3:43 3:52 4:04 4:08 4:15 4:25 4:31 10B 4:00 4:13 4:22 4:34 4:38 4:45 4:55 5:01 10B 4:30 4:43 4:52 5:04 5:08 5:15 5:25 5:31 10B 5:00 5:13 5:22 5:34 5:38 5:45 5:55 6:01 10B 5:30 5:43 5:52 6:04 6:08 6:15 6:25 6:31 10B 6:00 6:13 6:22 6:34 6:38 6:45 6:55 7:01 10B 6:30 6:43 6:52 7:04 7:08 7:15 7:25 7:31 10B 7:00 7:12 7:20 7:31 7:34 7:41 7:49 7:54 10B 7:30 7:42 7:50 8:01 8:04 8:11 8:19 8:24 10B 8:00 8:12 8:20 8:31 8:34 8:41 8:49 8:54 10B 8:30 8:42 8:50 9:01 9:04 9:11 9:19 9:24 10B 9:00 9:12 9:20 9:31 9:34 9:41 9:49 9:54 10B 9:45 9:56 10:04 10:15 10:18 10:23 10:29 10:34 10B 10:45 10:56 11:04 11:15 11:18 11:23 11:29 11:34 10B 11:45 11:56 12:04 12:15 12:18 12:23 12:29 12:34 After Midnight Service — Servicio después de la medianoche 10B 12:45 12:56 1:04 1:15 1:18 1:23 1:29 1:34 On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate.

Page 11 of 14 B-32

10

A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line

Hunting Point - Ballston Line Northbound to Ballston-MU station Saturday — En sábados

Route Number

S. Washington St. & entrance to Hunting Point

Washington & King Sts.

Braddock Rd.

Mount Vernon & Hume Aves.

Mount Vernon & Executive Aves.

Shirlington Transit Center

Walter Reed Dr. & Columbia Pike

BALLSTONMU

AM Service — Servicio matutino 10B 5:45 5:49 5:55 6:00 6:04 6:15 6:23 6:31 10B 6:15 6:19 6:25 6:30 6:34 6:45 6:53 7:01 10B 6:45 6:49 6:56 7:01 7:05 7:17 7:26 7:36 10B 7:15 7:19 7:26 7:31 7:35 7:47 7:56 8:06 10B 7:45 7:49 7:56 8:01 8:05 8:17 8:26 8:36 10B 8:15 8:19 8:26 8:31 8:35 8:47 8:56 9:06 10B 8:45 8:49 8:56 9:01 9:05 9:17 9:26 9:36 10B 9:15 9:19 9:26 9:31 9:35 9:47 9:56 10:06 10B 9:45 9:51 9:59 10:05 10:09 10:22 10:31 10:44 10B 10:15 10:21 10:29 10:35 10:39 10:52 11:01 11:14 10B 10:45 10:51 10:59 11:05 11:09 11:22 11:31 11:44 10B 11:15 11:21 11:29 11:35 11:39 11:52 12:01 12:14 10B 11:45 11:51 11:59 12:05 12:09 12:22 12:31 12:44 PM Service — Servicio vespertino 10B 12:15 12:21 12:29 12:35 12:39 12:52 1:01 1:14 10B 12:45 12:51 12:59 1:05 1:09 1:22 1:31 1:44 10B 1:15 1:21 1:29 1:35 1:39 1:52 2:01 2:14 10B 1:45 1:51 1:59 2:05 2:09 2:22 2:31 2:44 10B 2:15 2:21 2:29 2:35 2:39 2:52 3:01 3:14 10B 2:45 2:51 2:59 3:05 3:09 3:22 3:31 3:44 10B 3:15 3:21 3:29 3:35 3:39 3:52 4:01 4:14 10B 3:45 3:51 3:59 4:05 4:09 4:22 4:31 4:44 10B 4:15 4:21 4:29 4:35 4:39 4:52 5:01 5:14 10B 4:45 4:51 4:59 5:05 5:09 5:22 5:31 5:44 10B 5:15 5:21 5:29 5:35 5:39 5:52 6:01 6:14 10B 5:45 5:51 5:59 6:05 6:09 6:22 6:31 6:44 10B 6:15 6:21 6:29 6:35 6:39 6:52 7:01 7:14 10B 6:45 6:51 6:59 7:05 7:09 7:22 7:31 7:44 10B 7:15 7:21 7:29 7:35 7:39 7:52 8:01 8:14 10B 7:45 7:50 7:57 8:02 8:05 8:16 8:24 8:33 10B 8:15 8:20 8:27 8:32 8:35 8:46 8:54 9:03 10B 8:45 8:50 8:57 9:0 9:05 9:16 9:24 9:33 10B 9:15 9:20 9:27 9:32 9:35 9:46 9:54 10:03 10B 9:45 9:50 9:57 10:02 10:05 10:16 10:24 10:33 10B 10:45 10:50 10:57 11:02 11:05 11:16 11:24 11:33 10B 11:45 11:50 11:57 12:02 12:05 12:16 12:24 12:33 After Midnight Service — Servicio después de la medianoche 10B 12:45 12:50 12:57 1:02 1:05 1:16 1:24 1:33 On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate.

Page 12 of 14 B-33

10

A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line

Hunting Point - Ballston Line Southbound to Hunting Point Sunday — En domingo

Route Number

BallstonMU

Walter Reed Dr. & Columbia Pike

Shirlington Transit Center

Mount Vernon & Executive Aves.

Mount Vernon & Hume Aves.

Braddock Rd.

S. Washington St. & Washington entrance & to King HUNTING Sts. POINT

AM Service — Servicio matutino 10B 6:00 6:11 6:21 6:33 6:37 6:43 6:52 6:58 10B 6:30 6:41 6:51 7:03 7:07 7:13 7:22 7:28 10B 7:00 7:11 7:21 7:33 7:37 7:43 7:52 7:58 10B 7:30 7:41 7:51 8:03 8:07 8:13 8:22 8:28 10B 8:00 8:11 8:21 8:33 8:37 8:43 8:52 8:58 10B 8:30 8:41 8:51 9:03 9:07 9:13 9:22 9:28 10B 9:00 9:11 9:21 9:33 9:37 9:43 9:52 9:58 10B 9:30 9:41 9:51 10:03 10:07 10:13 10:22 10:28 10B 10:00 10:14 10:24 10:36 10:41 10:48 10:58 11:04 10B 10:30 10:44 10:54 11:06 11:11 11:18 11:28 11:34 10B 11:00 11:14 11:24 11:36 11:41 11:48 11:58 12:04 10B 11:30 11:44 11:54 12:06 12:11 12:18 12:28 12:34 PM Service — Servicio vespertino 10B 12:00 12:14 12:24 12:36 12:41 12:48 12:58 1:04 10B 12:30 12:44 12:54 1:06 1:11 1:18 1:28 1:34 10B 1:00 1:14 1:24 1:36 1:41 1:48 1:58 2:04 10B 1:30 1:44 1:54 2:06 2:11 2:18 2:28 2:34 10B 2:00 2:14 2:24 2:36 2:41 2:48 2:58 3:04 10B 2:30 2:44 2:54 3:06 3:11 3:18 3:28 3:34 10B 3:00 3:14 3:24 3:36 3:41 3:48 3:58 4:04 10B 3:30 3:44 3:54 4:06 4:11 4:18 4:28 4:34 10B 4:00 4:14 4:24 4:36 4:41 4:48 4:58 5:04 10B 4:30 4:44 4:54 5:06 5:11 5:18 5:28 5:34 10B 5:00 5:14 5:24 5:36 5:41 5:48 5:58 6:04 10B 5:30 5:44 5:54 6:06 6:11 6:18 6:28 6:34 10B 6:00 6:13 6:22 6:33 6:37 6:44 6:52 6:57 10B 6:30 6:43 6:52 7:03 7:07 7:14 7:22 7:27 10B 7:00 7:13 7:22 7:33 7:37 7:44 7:52 7:57 10B 7:30 7:43 7:52 8:03 8:07 8:14 8:22 8:27 10B 8:00 8:13 8:22 8:33 8:37 8:44 8:52 8:57 10B 8:30 8:43 8:52 9:03 9:07 9:14 9:22 9:27 10B 9:00 9:13 9:22 9:33 9:37 9:44 9:52 9:57 10B 9:45 9:56 10:05 10:15 10:19 10:26 10:33 10:38 10B 10:45 10:56 11:05 11:15 11:19 11:26 11:33 11:38

Page 13 of 14 B-34

10

A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line

Hunting Point - Ballston Line Northbound to Ballston-MU station Sunday — En domingo

Route Number

S. Washington St. & entrance to Hunting Point

Washington & King Sts.

Braddock Rd.

Mount Vernon & Hume Aves.

Mount Vernon & Executive Aves.

Shirlington Transit Center

Walter Reed Dr. & Columbia Pike

BALLSTONMU

AM Service — Servicio matutino 10B 5:45 5:48 5:54 5:59 6:02 6:12 6:22 6:33 10B 6:15 6:18 6:24 6:29 6:32 6:42 6:52 7:03 10B 6:45 6:48 6:54 6:59 7:02 7:12 7:22 7:33 10B 7:15 7:19 7:26 7:32 7:36 7:47 7:58 8:09 10B 7:45 7:49 7:56 8:02 8:06 8:17 8:28 8:39 10B 8:15 8:19 8:26 8:32 8:36 8:47 8:58 9:09 10B 8:45 8:49 8:56 9:02 9:06 9:17 9:28 9:39 10B 9:15 9:21 9:30 9:37 9:42 9:55 10:06 10:18 10B 9:45 9:51 10:00 10:07 10:12 10:25 10:36 10:48 10B 10:15 10:21 10:30 10:37 10:42 10:55 11:06 11:18 10B 10:45 10:51 11:00 11:07 11:12 11:25 11:36 11:48 10B 11:15 11:21 11:30 11:37 11:42 11:55 12:06 12:18 10B 11:45 11:51 12:00 12:07 12:12 12:25 12:36 12:48 PM Service — Servicio vespertino 10B 12:15 12:21 12:30 12:37 12:42 12:55 1:06 1:18 10B 12:45 12:51 1:00 1:07 1:12 1:25 1:36 1:48 10B 1:15 1:21 1:30 1:37 1:42 1:55 2:06 2:18 10B 1:45 1:51 2:00 2:07 2:12 2:25 2:36 2:48 10B 2:15 2:21 2:30 2:37 2:42 2:55 3:06 3:18 10B 2:45 2:51 3:00 3:07 3:12 3:25 3:36 3:48 10B 3:15 3:21 3:30 3:37 3:42 3:55 4:06 4:18 10B 3:45 3:51 4:00 4:07 4:12 4:25 4:36 4:48 10B 4:15 4:20 4:27 4:33 4:38 4:50 5:00 5:12 10B 4:45 4:50 4:57 5:03 5:08 5:20 5:30 5:42 10B 5:15 5:20 5:27 5:33 5:38 5:50 6:00 6:12 10B 5:45 5:50 5:57 6:03 6:08 6:20 6:30 6:42 10B 6:15 6:20 6:27 6:33 6:38 6:48 6:58 7:08 10B 6:45 6:50 6:57 7:03 7:08 7:18 7:28 7:38 10B 7:15 7:20 7:27 7:33 7:38 7:48 7:58 8:08 10B 7:45 7:50 7:57 8:03 8:08 8:18 8:28 8:38 10B 8:45 8:50 8:57 9:03 9:08 9:18 9:28 9:38 10B 9:45 9:50 9:57 10:03 10:08 10:18 10:28 10:38

Page 14 of 14 B-35

Effective 6-25-17

How to use this timetable ➤ Use the map to find the stops closest to where you will get on and off the bus. ➤ Select the schedule (Weekday, Saturday, Sunday) for when you will travel. Along the top of the schedule, find the stop at or nearest the point where you will get on the bus. Follow that column down to the time you want to leave. ➤ Use the same method to find the times the bus is scheduled to arrive at the stop where you will get off the bus. ➤ If the bus stop is not listed, use the time shown for the bus stop before it as the time to wait at the stop. ➤ The end-of-the-line or last stop is listed in ALL CAPS on the schedule.

Cómo Usar este Horario ➤ Use este mapa para localizar las paradas más cercanas a donde se subirá y bajará del autobús. ➤ Seleccione el horario (Entre semana, sábado, domingo) de cuando viajará. A lo largo de la parte superior del horario, localice la parada o el punto más cercano a la parada en la que se subirá al autobús. Siga esa columna hacia abajo hasta la hora en la que desee salir.

16A,B,E,J,P Columbia Pike Line

See separate timetable for 16L Serves these locationsBrinda servicio a estas ubicaciones

l Annandale (16A,B,E) l Culmore (16B,E,J,P) l Baileys Crossroads l U.S. Air Force Memorial l Pentagon City station (16E,P) l Pentagon station l Franklin Square (16E Late Night Only)

➤ Utilice el mismo método para localizar las horas en que el autobús está programado para llegar a la parada en donde desea bajarse del autobús. ➤ Si la parada del autobús no está listada use la hora que se muestra en la parada anterior como la hora de espera en la parada. ➤ El final de la ruta o la última parada del autobús aparece en letras MAYÚSCULAS en el horario.

Washington Metropolitan Area Transit Authority A District of Columbia, Maryland and Virginia Transit Partnership

Page 1 of 10 B-36

16A,B,E,J,P

For route and schedule information

Call 202-637-7000

Columbia Pike Line

www.wmata.com

Legend FRANKLIN SQUARE

NW 14th ST

— Metrorail Station — Terminal Stands

14th STREET BRIDGE

— Park & Ride Lot

❋ — Pentagon Transit

16E

Center

16A, 16B, 16E

16J,16P

16E

PENTAGON

PENTAGON CITY STATION

EADS ST

RD

NAVY

❋ PENTAGON STATION

16E, 16P

ST ES HAY

(After 11 PM Weekday & Saturday, All Day Sunday)

AR M Y DR

S ROT ARY

JOYCE ST

U.S. AIR FORCE MEMORIAL

E ST

ORM

ST

SCOTT

UMB

COL

VD BL

IN

HI

16A, 16B

ST WOOD

IA

AS W

ON GT

EDGE REED

WALTER

16E, 16J, 16P UT

PIK

H

DR

RD

GLEBE

SO

DR

E RU N

DR

ON

M

IL

E

AS

EM RG

FO

UR

O GE

AN

HAN

ST

D

SR

NG

LIN

RI SP

ST 16J, 16P

AVE

JEFFERSON

ES DAW

(RT

7)

BUC

B , 16 16A

16E

R CA

16B LE ES BU VI ST RG KN A PI OL DR KE LW OO DD R

16E

16J

16B, 16J,16P

)

NC ARL YN

16E

BAILEY’S CROSSROADS

16A

LA

KE

16P

GLE

(R T7

DR

ST

R LE TY

ST

CULMORE

IA

RD

LN

CO

N

LI

Guaranteed Ride Home

6) (RT 23

BIA

(2/97)

16A,16B,16E

M COLU

When you take Metrobus or Metrorail to work, you are eligible to participate in the free Commuter Connection Guaranteed Ride Home Program. The program will get you home in the event of a personal emergency or unscheduled overtime. To register and to receive program details, call Commuter Connection at 1-800-745-RIDE.

PIKE

N GREE EVER LA

JOHN MARR DR

BA RA VE

D

KR

LIC

CK

ANNANDALE LITTL E RIV ER TN PK

K ST

I ST

13th ST

POTOMAC RIVER

NS

WO RT H

RD

MEDFORD DR

AMER I C

16B

AN AD R

WMATA ©2013

For information regarding this map contact .

B-37

HER ITAG E DR

16A

PA TR IO T

16E

DR

Page 2 of 10

16

A,B,E,J,P­- Columbia Pike Line

Eastbound To Pentagon station Monday thru Friday — Lunes a viernes Patriot & AmeriRoute cana Number Drs.

Rt. 236 & Medford Dr.

John ColumMarr bia Dr. Pike & & Colum- Linbia colnia Pike Rd.

16B -  -  -  -  16A 4:33 4:39 4:43 4:48 16B -  -  -  -  16B -  -  -  -  16A 5:11 5:17 5:21 5:26 16B -  -  -  -  16B -  -  -  -  16J -  -  -  -  16A 5:52 5:58 6:02 6:07 16B -  -  -  -  16J -  -  -  -  16A 6:13 6:21 6:25 6:30 16B -  -  -  -  16J -  -  -  -  16A 6:42 6:50 6:54 6:59 16B -  -  -  -  16J -  -  -  -  16A 7:13 7:19 7:23 7:28 16B -  -  -  -  16J -  -  -  -  16A 7:43 7:49 7:53 7:58 16B -  -  -  -  16A 8:07 8:13 8:17 8:22 16J -  -  -  -  16A 8:33 8:39 8:45 8:51 16J -  -  -  -  16A 9:04 9:10 9:16 9:22 16J -  -  -  -  16A 9:34 9:40 9:46 9:52 16J -  -  -  -  16A 10:04 10:10 10:16 10:22 16J -  -  -  -  16A 10:34 10:40 10:46 10:52 16J -  -  -  -  16A 11:04 11:10 11:16 11:22 16J -  -  -  -  16A 11:34 11:40 11:46 11:52

Lake & Tyler Sts.

Glen Carlyn & Vista Drs.

I Colum- Colum& Jefferbia bia Colum- Colum- Colum13th son Pike Pike bia Pike bia bia Sts. PentaSt. & & & Four & Pike Pike gon PENTA- NW Lees- Carlin Mile George & & GON (FrankCity burg Springs Run Mason Walter Orme lin Pike Rd. Dr. Dr. Reed Dr. St. Sq)

AM Service — Servicio matutino -  4:41 -  4:48 4:53 4:55 5:00 5:04 -  -  -  4:56 5:01 5:03 5:08 5:12 -  5:00 -  5:07 5:12 5:14 5:19 5:23 -  5:11 -  5:18 5:23 5:25 5:30 5:34 -  -  -  5:34 5:39 5:41 5:46 5:50 -  5:37 -  5:44 5:49 5:51 5:56 6:00 -  5:47 -  5:54 5:59 6:01 6:06 6:10 -  5:56 6:03 -  6:08 6:10 6:15 6:19 -  -  -  6:15 6:20 6:22 6:27 6:31 -  6:21 -  6:28 6:33 6:35 6:40 6:44 -  6:27 6:34 -  6:39 6:41 6:46 6:50 -  -  -  6:40 6:45 6:47 6:52 6:56 -  6:44 -  6:51 6:56 6:58 7:03 7:07 -  6:55 7:04 -  7:09 7:11 7:16 7:20 -  -  -  7:09 7:14 7:16 7:21 7:25 -  7:11 -  7:18 7:23 7:25 7:31 7:37 -  7:20 7:30 -  7:35 7:37 7:43 7:49 -  -  -  7:37 7:42 7:44 7:50 7:56 -  7:42 -  7:49 7:54 7:56 8:02 8:08 -  7:51 8:01 -  8:06 8:08 8:14 8:20 -  -  -  8:07 8:12 8:14 8:20 8:26 -  8:12 -  8:19 8:24 8:26 8:32 8:38 -  -  -  8:31 8:36 8:38 8:44 8:50 -  8:36 8:45 -  8:50 8:53 8:58 9:02 -  -  -  9:00 9:05 9:08 9:13 9:17 -  9:07 9:16 -  9:21 9:24 9:29 9:33 -  -  -  9:31 9:36 9:39 9:44 9:48 -  9:37 9:46 -  9:51 9:54 9:59 10:03 -  -  -  10:01 10:06 10:09 10:14 10:18 -  10:07 10:16 -  10:21 10:24 10:29 10:33 -  -  -  10:31 10:36 10:39 10:44 10:48 -  10:37 10:46 -  10:51 10:54 10:59 11:03 -  -  -  11:01 11:06 11:09 11:14 11:18 -  11:07 11:16 -  11:21 11:24 11:29 11:33 -  -  -  11:31 11:36 11:39 11:44 11:48 -  11:37 11:46 -  11:51 11:54 11:59 12:03 -  -  -  12:01 12:06 12:09 12:14 12:18

-  5:09 -  5:17 -  5:28 -  5:39 -  5:55 -  6:05 -  6:15 -  6:24 -  6:36 -  6:49 -  6:55 -  7:03 -  7:14 -  7:27 -  7:32 -  7:42 -  7:54 -  8:01 -  8:13 -  8:25 -  8:31 -  8:43 -  8:55 -  9:06 -  9:21 -  9:37 -  9:52 -  10:07 -  10:22 -  10:37 -  10:52 -  11:07 -  11:22 -  11:37 -  11:52 -  12:07 -  12:22

-  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  - 

Page 3 of 10 B-38

16

A,B,E,J,P­- Columbia Pike Line

Eastbound To Pentagon station Monday thru Friday — Lunes a viernes Patriot & AmeriRoute cana Number Drs.

Rt. 236 & Medford Dr.

John ColumMarr bia Dr. Pike & & Colum- Linbia colnia Pike Rd.

Lake & Tyler Sts.

Glen Carlyn & Vista Drs.

I Colum- Colum& Jefferbia bia Colum- Colum- Colum13th son Pike Pike bia Pike bia bia Sts. PentaSt. & & & Four & Pike Pike gon PENTA- NW Lees- Carlin Mile George & & GON (FrankCity burg Springs Run Mason Walter Orme lin Pike Rd. Dr. Dr. Reed Dr. St. Sq)

PM Service — Servicio vespertino 16J -  -  -  -  -  12:07 12:16 -  12:21 12:24 12:29 12:33 -  12:37 -  16A 12:04 12:10 12:16 12:22 -  -  -  12:31 12:36 12:39 12:44 12:48 -  12:52 -  16J -  -  -  -  -  12:37 12:46 -  12:51 12:54 12:59 1:03 -  1:07 -  16A 12:34 12:40 12:46 12:52 -  -  -  1:01 1:06 1:09 1:14 1:18 -  1:22 -  16J -  -  -  -  -  1:07 1:16 -  1:21 1:24 1:29 1:33 -  1:37 -  16A 1:04 1:10 1:16 1:22 -  -  -  1:31 1:36 1:39 1:44 1:48 -  1:52 -  16J -  -  -  -  -  1:37 1:46 -  1:51 1:54 1:59 2:03 -  2:07 -  16A 1:34 1:40 1:46 1:52 -  -  -  2:01 2:06 2:09 2:14 2:18 -  2:22 -  16J -  -  -  -  -  2:07 2:16 -  2:21 2:24 2:29 2:33 -  2:37 -  16A 2:04 2:10 2:16 2:22 -  -  -  2:31 2:36 2:39 2:44 2:48 -  2:52 -  16J -  -  -  -  -  2:37 2:46 -  2:51 2:54 2:59 3:03 -  3:07 -  16A 2:34 2:40 2:46 2:52 -  -  -  3:01 3:06 3:09 3:14 3:18 -  3:22 -  16J -  -  -  -  -  3:03 3:14 -  3:20 3:23 3:28 3:32 -  3:37 -  16A 3:02 3:09 3:15 3:21 -  -  -  3:30 3:35 3:38 3:43 3:47 -  3:52 -  16J -  -  -  -  -  3:33 3:44 -  3:50 3:53 3:58 4:02 -  4:07 -  16A 3:32 3:39 3:45 3:51 -  -  -  4:00 4:05 4:08 4:13 4:17 -  4:22 -  16B -  -  -  -  -  4:04 -  4:12 4:17 4:20 4:25 4:29 -  4:34 -  16J -  -  -  -  -  4:10 4:21 -  4:27 4:30 4:35 4:39 -  4:44 -  16A 4:04 4:11 4:17 4:23 -  -  -  4:32 4:37 4:40 4:45 4:49 -  4:54 -  16B -  -  -  -  -  4:32 -  4:40 4:45 4:48 4:53 4:57 -  5:02 -  16J -  -  -  -  -  4:40 4:51 -  4:57 5:00 5:05 5:09 -  5:14 -  16A 4:39 4:46 4:52 4:58 -  -  -  5:07 5:12 5:15 5:20 5:24 -  5:29 -  16J -  -  -  -  -  5:10 5:21 -  5:27 5:30 5:35 5:39 -  5:44 -  16A 5:09 5:16 5:22 5:28 -  -  -  5:37 5:42 5:45 5:50 5:54 -  5:59 -  16J -  -  -  -  -  5:38 5:49 -  5:55 5:58 6:03 6:07 -  6:12 -  16A 5:38 5:44 5:50 5:55 -  -  -  6:03 6:08 6:10 6:14 6:18 -  6:22 -  16B -  -  -  -  -  6:06 -  6:13 6:18 6:20 6:24 6:28 -  6:32 -  16J -  -  -  -  -  6:13 6:23 -  6:28 6:30 6:34 6:38 -  6:42 -  16A 6:08 6:14 6:20 6:25 -  -  -  6:33 6:38 6:40 6:44 6:48 -  6:52 -  16J -  -  -  -  -  6:38 6:48 -  6:53 6:55 6:59 7:03 -  7:07 -  16A 6:38 6:44 6:50 6:55 -  -  -  7:03 7:08 7:10 7:14 7:18 -  7:22 -  16B -  -  -  -  -  7:11 -  7:18 7:23 7:25 7:29 7:33 -  7:37 -  16A 7:08 7:14 7:20 7:25 -  -  -  7:33 7:38 7:40 7:44 7:48 -  7:52 -  16J -  -  -  -  -  7:38 7:48 -  7:53 7:55 7:59 8:03 -  8:07 -  16A 7:38 7:44 7:50 7:55 -  -  -  8:03 8:08 8:10 8:14 8:18 -  8:22 -  16B -  -  -  -  -  8:11 -  8:18 8:23 8:25 8:29 8:33 -  8:37 -  16A 8:08 8:14 8:20 8:25 -  -  -  8:33 8:38 8:40 8:44 8:48 -  8:52 -  16J -  -  -  -  -  8:38 8:48 -  8:53 8:55 8:59 9:03 -  9:07 -  16A 8:44 8:50 8:56 9:00 -  -  -  9:07 9:10 9:11 9:15 9:18 -  9:22 -  16B -  -  -  -  -  9:16 -  9:22 9:25 9:26 9:30 9:33 -  9:37 -  16A 9:14 9:20 9:26 9:30 -  -  -  9:37 9:40 9:41 9:45 9:48 -  9:52 -  16B -  -  -  -  -  9:46 -  9:52 9:55 9:56 10:00 10:03 -  10:07 -  16B -  -  -  -  -  10:01 -  10:07 10:10 10:11 10:15 10:18 -  10:22 -  16B -  -  -  -  -  10:16 -  10:22 10:25 10:26 10:30 10:33 -  10:37 -  16A 10:14 10:20 10:26 10:30 -  -  -  10:37 10:40 10:41 10:45 10:48 -  10:52 -  16E -  -  -  -  -  10:46 -  10:52 10:55 10:57 11:01 11:04 11:10 11:13 -  16E -  -  -  -  -  11:11 -  11:17 11:20 11:22 11:26 11:29 11:35 11:38 11:56 16E 11:16 11:21 11:26 11:30 11:35 11:36 -  11:42 11:45 11:47 11:51 11:54 12:00 12:03 12:21 After Midnight Service — Servicio después de la medianoche ❍ 16E -  -  -  -  -  12:06 -  12:12 12:15 12:17 12:21 12:24 12:30 12:33 12:51 ❍ 16E -  -  -  -  -  12:36 -  12:42 12:45 12:47 12:51 12:54 1:00 1:03 1:21 ❍ 16E -  -  -  -  -  1:06 -  1:12 1:15 1:17 1:21 1:24 1:30 1:33 1:51 ❍ 16E -  -  -  -  -  1:36 -  1:42 1:45 1:47 1:51 1:54 2:00 2:03 2:21 ❍ 16E -  -  -  -  -  2:06 -  2:12 2:15 2:17 2:21 2:24 2:30 2:33 2:51 ❍ — Trip operates Friday only. Los autobuses funcionan solamente el viernes.

B-39

Page 4 of 10

16

A,B,E,J,P­- Columbia Pike Line

Westbound To Culmore/Annandale Monday thru Friday — Lunes a viernes I & 13th Sts. PentaNW gon Route (Franklin Number Sq)

16A 16B/ 16A 16J 16B/ 16A 16J 16B/ 16A 16J 16B/ 16A 16J 16B/ 16A 16J 16B/ 16A 16J 16A 16J 16A 16J 16A 16J 16A 16J 16A 16J 16A 16J

-  5:42 -  5:52 -  6:02 -  6:12 -  6:22 -  6:32 -  6:42 -  6:52 -  7:02 -  7:12 -  7:22 -  7:32 -  7:42 -  7:52 -  8:02 -  8:12 -  8:22 -  8:32 -  8:45 -  9:00 -  9:15 -  9:30 -  9:45 -  10:00 -  10:15 -  10:30 -  10:45 -  11:00 -  11:15 -  11:30 -  11:45

16A 16J 16A 16J 16A 16J 16A 16J 16A 16J 16A 16B/ 16J 16A 16B/ 16J

-  12:00 -  12:15 -  12:30 -  12:45 -  1:00 -  1:15 -  1:30 -  1:45 -  2:00 -  2:15 -  2:30 -  2:40 -  2:50 -  3:00 -  3:10 -  3:20

Colum- Colum- Colum- LeesGlen Colum- Colum- bia bia bia burg Carlyn bia bia Pike Pike Pike Pike & PentaPike Pike & & & & Vista gon & & George Bucha- Carlin JefferDrs. City Orme Walter Mason nan Springs son (CULSt. Reed Dr. Dr. St. Rd. St. MORE)

AM Service — Servicio matutino -  5:51 5:56 6:00 6:03 6:07 -  -  -  6:01 6:06 6:10 6:13 6:17 -  6:25 -  6:11 6:16 6:20 6:23 6:27 -  -  -  6:21 6:27 6:31 6:34 -  6:39 6:48 -  6:31 6:36 6:40 6:43 6:47 -  6:55 -  6:41 6:46 6:50 6:53 6:56 -  -  -  6:51 6:57 7:01 7:04 -  7:09 7:18 -  7:01 7:06 7:10 7:13 7:16 -  7:25 -  7:11 7:16 7:20 7:23 7:26 -  -  -  7:21 7:25 7:30 7:32 -  7:36 7:44 -  7:31 7:36 7:41 7:43 7:47 -  7:55 -  7:41 7:46 7:51 7:53 7:57 -  -  -  7:51 7:55 8:00 8:02 -  8:06 8:14 -  8:01 8:06 8:11 8:13 8:17 -  8:25 -  8:11 8:16 8:21 8:23 8:27 -  -  -  8:21 8:25 8:30 8:32 -  8:36 8:44 -  8:31 8:36 8:41 8:43 8:47 -  8:55 -  8:41 8:46 8:51 8:53 8:57 -  -  -  8:54 8:58 9:03 9:05 -  9:09 9:17 -  9:09 9:14 9:19 9:21 9:25 -  -  -  9:23 9:28 9:34 9:38 -  9:43 9:53 -  9:38 9:43 9:49 9:53 9:58 -  -  -  9:53 9:58 10:04 10:08 -  10:13 10:23 -  10:08 10:13 10:19 10:23 10:28 -  -  -  10:23 10:28 10:34 10:38 -  10:43 10:53 -  10:38 10:43 10:49 10:53 10:58 -  -  -  10:53 10:58 11:04 11:08 -  11:13 11:23 -  11:08 11:13 11:19 11:23 11:28 -  -  -  11:23 11:28 11:34 11:38 -  11:43 11:53 -  11:38 11:43 11:49 11:53 11:58 -  -  -  11:53 11:58 12:04 12:08 -  12:13 12:23 PM Service — Servicio vespertino -  12:08 12:13 12:19 12:23 12:28 -  -  -  12:23 12:28 12:34 12:38 -  12:43 12:53 -  12:38 12:43 12:49 12:53 12:58 -  -  -  12:53 12:58 1:04 1:08 -  1:13 1:23 -  1:08 1:13 1:19 1:23 1:28 -  -  -  1:23 1:28 1:34 1:38 -  1:43 1:53 -  1:38 1:43 1:49 1:53 1:58 -  -  -  1:53 1:58 2:04 2:08 -  2:13 2:23 -  2:08 2:13 2:19 2:23 2:28 -  -  -  2:23 2:28 2:34 2:38 -  2:43 2:53 -  2:38 2:43 2:49 2:53 2:58 -  -  -  2:48 2:53 2:59 3:03 3:08 -  3:18 -  2:58 3:03 3:09 3:13 -  3:18 3:28 -  3:08 3:13 3:19 3:23 3:28 -  -  -  3:18 3:23 3:29 3:33 3:38 -  3:48 -  3:28 3:33 3:39 3:43 -  3:48 3:58

Lake & Tyler Sts.

Patriot Colum- John & bia Marr AmeriPike Dr. cana & & Rt. 236 Drs. Lin- Colum& (ANcolnia bia Medford NANRd. Pike Dr. DALE)

-  6:14 6:19 -  -  -  -  6:34 6:39 -  -  -  -  -  -  -  7:03 7:08 -  -  -  -  -  -  -  7:33 7:38 -  -  -  -  -  -  -  8:04 8:08 -  -  -  -  -  -  -  8:34 8:38 -  -  -  -  -  -  -  9:04 9:08 -  -  -  -  9:32 9:36 -  -  -  -  10:06 10:10 -  -  -  -  10:36 10:40 -  -  -  -  11:06 11:10 -  -  -  -  11:36 11:40 -  -  -  -  12:06 12:10 -  -  - 

6:24 6:31 -  -  6:44 6:51 -  -  -  -  7:13 7:20 -  -  -  -  7:43 7:50 -  -  -  -  8:14 8:21 -  -  -  -  8:44 8:51 -  -  -  -  9:14 9:21 -  -  9:42 9:49 -  -  10:17 10:24 -  -  10:47 10:54 -  -  11:17 11:24 -  -  11:47 11:54 -  -  12:17 12:24 -  - 

-  12:36 12:40 -  -  -  -  1:06 1:10 -  -  -  -  1:36 1:40 -  -  -  -  2:06 2:10 -  -  -  -  2:36 2:40 -  -  -  -  3:06 3:10 -  -  -  -  -  -  -  3:36 3:40 -  -  -  -  -  - 

12:47 12:54 -  -  1:17 1:24 -  -  1:47 1:54 -  -  2:17 2:24 -  -  2:47 2:54 -  -  3:17 3:24 -  -  -  -  3:47 3:54 -  -  -  - 

Page 5 of 10 B-40

16

A,B,E,J,P­- Columbia Pike Line

Westbound To Culmore/Annandale Monday thru Friday — Lunes a viernes I & 13th Sts. PentaNW gon Route (Franklin Number Sq)

Colum- Colum- Colum- LeesGlen Colum- Colum- bia bia bia burg Carlyn bia bia Pike Pike Pike Pike & PentaPike Pike & & & & Vista gon & & George Bucha- Carlin JefferDrs. City Orme Walter Mason nan Springs son (CULSt. Reed Dr. Dr. St. Rd. St. MORE)

Lake & Tyler Sts.

Patriot Colum- John & bia Marr AmeriPike Dr. cana & & Rt. 236 Drs. Lin- Colum& (ANcolnia bia Medford NANRd. Pike Dr. DALE)

PM Service — Servicio vespertino -  3:30 -  3:38 3:43 3:49 3:53 3:58 -  -  -  4:06 4:10 -  3:40 -  3:48 3:53 3:59 4:03 4:08 -  4:18 -  -  -  -  3:50 -  3:58 4:03 4:09 4:13 -  4:18 4:28 -  -  -  -  4:00 -  4:08 4:13 4:19 4:23 4:28 -  -  -  4:36 4:40 -  4:10 -  4:18 4:23 4:29 4:33 4:38 -  4:48 -  -  -  -  4:20 -  4:28 4:33 4:39 4:43 -  4:48 4:58 -  -  -  -  4:30 -  4:38 4:43 4:49 4:53 4:58 -  -  -  5:06 5:10 -  4:40 -  4:48 4:53 4:59 5:03 5:08 -  5:18 -  -  -  -  4:50 -  4:58 5:03 5:09 5:13 -  5:18 5:28 -  -  -  -  5:00 -  5:08 5:13 5:19 5:23 5:28 -  -  -  5:37 5:42 -  5:10 -  5:18 5:23 5:29 5:33 5:38 -  5:48 -  -  -  -  5:20 -  5:28 5:34 5:40 5:44 -  5:49 5:59 -  -  -  -  5:30 -  5:38 5:43 5:49 5:53 5:58 -  -  -  6:07 6:12 -  5:40 -  5:48 5:53 5:59 6:03 6:08 -  6:18 -  -  -  -  5:50 -  5:58 6:04 6:10 6:14 -  6:19 6:29 -  -  -  -  5:58 -  6:06 6:11 6:17 6:21 6:26 -  -  -  6:35 6:40 -  6:06 -  6:14 6:19 6:24 6:27 6:31 -  6:40 -  -  -  -  6:14 -  6:22 6:28 6:33 6:36 -  6:40 6:49 -  -  -  -  6:22 -  6:30 6:35 6:40 6:43 6:47 -  -  -  6:55 6:59 -  6:30 -  6:38 6:43 6:48 6:51 6:55 -  7:04 -  -  -  -  6:40 -  6:48 6:54 6:59 7:02 -  7:06 7:15 -  -  -  -  6:50 -  6:58 7:03 7:08 7:10 7:14 -  7:24 -  -  -  -  7:00 -  7:08 7:13 7:18 7:20 7:24 -  -  -  7:31 7:35 -  7:15 -  7:23 7:29 7:34 7:36 -  7:41 7:51 -  -  -  -  7:30 -  7:38 7:43 7:48 7:50 7:54 -  -  -  8:01 8:05 -  7:45 -  7:53 7:59 8:04 8:06 -  8:11 8:21 -  -  -  -  8:00 -  8:08 8:13 8:18 8:20 8:24 -  -  -  8:31 8:35 -  8:15 -  8:23 8:29 8:34 8:36 -  8:41 8:51 -  -  -  -  8:30 -  8:38 8:43 8:48 8:50 8:54 -  -  -  9:01 9:05 -  8:45 -  8:53 8:59 9:04 9:06 -  9:11 9:21 -  -  -  -  9:00 -  9:08 9:13 9:18 9:20 9:24 -  9:34 -  -  -  -  9:15 -  9:23 9:29 9:34 9:36 -  9:41 9:51 -  -  -  -  9:30 -  9:37 9:41 9:45 9:47 9:51 -  -  -  9:58 10:01 -  9:45 -  9:52 9:57 10:01 10:03 10:07 -  10:14 -  -  -  -  10:00 -  10:07 10:12 10:16 10:18 10:22 -  10:29 -  -  -  -  10:20 -  10:27 10:31 10:35 10:37 10:41 -  -  -  10:48 10:51 -  10:40 -  10:47 10:52 10:56 10:58 11:02 -  11:09 -  -  -  -  11:00 -  11:07 11:12 11:16 11:18 11:22 -  11:29 -  -  -  -  11:15 -  11:22 11:27 11:31 11:33 11:37 -  11:44 -  -  -  -  11:30 -  11:37 11:41 11:45 11:47 11:51 -  -  11:59 12:04 12:06 -  11:50 11:55 12:01 12:05 12:09 12:11 12:14 -  12:21 -  -  -  After Midnight Service — Servicio después de la medianoche 16E/ -  12:10 12:15 12:21 12:25 12:29 12:31 12:34 -  12:41 -  -  -  16E 12:18 12:30 12:35 12:41 12:45 12:49 12:51 12:54 -  1:01 -  -  -  12:50 12:55 1:01 1:05 1:09 1:11 1:14 -  1:21 -  -  -  16E 12:38 ❍ 16E 1:08 1:20 1:25 1:31 1:35 1:39 1:41 1:44 -  1:51 -  -  -  ❍ 16E 1:38 1:50 1:55 2:01 2:05 2:09 2:11 2:14 -  2:21 -  -  -  ❍ 16E 2:08 2:20 2:25 2:31 2:35 2:39 2:41 2:44 -  2:51 -  -  -  ❍ 16E 2:38 2:50 2:55 3:01 3:05 3:09 3:11 3:14 -  3:21 -  -  -  ❍16E 3:08 3:20 3:25 3:31 3:35 3:39 3:41 3:44 -  3:51 -  -  - 

16A 16B/ 16J 16A 16B/ 16J 16A 16B/ 16J 16A 16B/ 16J 16A 16B/ 16J 16A 16B/ 16J 16A 16B/ 16J 16B/ 16A 16J 16A 16J 16A 16J 16A 16J 16B/ 16J 16A 16B/ 16B/ 16A 16B/ 16B/ 16B/ 16B 16E/

4:17 4:24 -  -  -  -  4:47 4:54 -  -  -  -  5:17 5:24 -  -  -  -  5:48 5:54 -  -  -  -  6:18 6:24 -  -  -  -  6:46 6:52 -  -  -  -  7:05 7:11 -  -  -  -  -  -  7:40 7:46 -  -  8:10 8:16 -  -  8:40 8:46 -  -  9:10 9:16 -  -  -  -  -  -  10:06 10:11 -  -  -  -  10:56 11:01 -  -  -  -  -  -  12:10 12:14 -  -  -  -  -  -  -  -  -  - 

-  -  -  -  -  -  -  - 

Page 6 of 10 B-41

16

A,B,E,J,P­- Columbia Pike Line

Eastbound To Pentagon station Saturday — En sábados John ColumPatriot Rt. Marr bia & 236 & Dr. & Pike & Lake Ameri- Med- Colum- Lin& Route cana ford bia colnia Tyler Number Drs. Dr. Pike Rd. Sts.

On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate except those marked u. En los días festivos federales, Día de la Raza, Día del Veterano, Día de Martin Luther King y Día de los Presidentes Metrobus proveerá servicio de autobús suplementario de los sábados. En estos días festivos, los servicios de los sábados operarán excepto los que tienen la marca u.

JefferGlen son Carlyn St. & & LeesVista burg Drs. Pike

ColumI Colum- Colum- Colum- bia Colum& bia bia bia Pike bia 13th Sts. PenPike & Pike Pike & & Pike tagon PENTA- NW Carlin & Four George Walter & City GON (FRANKSprings Mile Mason Reed Orme LIN Rd. Run Dr. Dr. Dr. St. SQ)

AM Service — Servicio matutino 16B -  -  -  -  -  5:20 -  5:27 5:31 5:33 5:37 5:41 -  5:45 -  16B -  -  -  -  -  5:55 -  6:02 6:06 6:08 6:12 6:16 -  6:20 -  16B 6:02 6:09 6:14 6:18 6:23 6:25 -  6:32 6:36 6:38 6:42 6:46 -  6:50 -  16B -  -  -  -  -  6:45 -  6:52 6:56 6:58 7:02 7:06 -  7:10 -  16B 6:42 6:49 6:54 6:58 7:03 7:05 -  7:12 7:16 7:18 7:22 7:26 -  7:30 -  16B 6:58 7:05 7:11 7:16 7:21 7:23 -  7:31 7:35 7:37 7:42 7:46 -  7:50 -  16J -  -  -  -  -  7:41 7:50 -  7:55 7:57 8:02 8:06 -  8:10 -  16B 7:38 7:45 7:51 7:56 8:01 8:03 -  8:11 8:15 8:17 8:22 8:26 -  8:30 -  16J -  -  -  -  -  8:21 8:30 -  8:35 8:37 8:42 8:46 -  8:50 -  16B 8:18 8:25 8:31 8:36 8:41 8:43 -  8:51 8:55 8:57 9:02 9:06 -  9:10 -  16J -  -  -  -  -  9:01 9:10 -  9:15 9:17 9:22 9:26 -  9:30 -  8:58 9:05 9:11 9:16 9:21 9:23 -  9:31 9:35 9:37 9:42 9:46 -  9:50 -  16B 16J -  -  -  -  -  9:37 9:48 -  9:53 9:56 10:01 10:06 -  10:10 -  16B 9:34 9:41 9:47 9:52 9:57 9:59 -  10:08 10:13 10:16 10:21 10:26 -  10:30 -  16J -  -  -  -  -  10:17 10:28 -  10:33 10:36 10:41 10:46 -  10:50 -  16B 10:14 10:21 10:27 10:32 10:37 10:39 -  10:48 10:53 10:56 11:01 11:06 -  11:10 -  16J -  -  -  -  -  10:57 11:08 -  11:13 11:16 11:21 11:26 -  11:30 -  16B 10:54 11:01 11:07 11:12 11:17 11:19 -  11:28 11:33 11:36 11:41 11:46 -  11:50 -  16J -  -  -  -  -  11:33 11:46 -  11:52 11:55 12:01 12:06 -  12:10 -  16B 11:31 11:38 11:45 11:50 11:55 11:57 -  12:07 12:12 12:15 12:21 12:26 -  12:30 -  PM Service — Servicio vespertino 16J -  -  -  -  -  12:13 12:26 -  12:32 12:35 12:41 12:46 -  12:50 -  16B 12:11 12:18 12:25 12:30 12:35 12:37 -  12:47 12:52 12:55 1:01 1:06 -  1:10 -  16J -  -  -  -  -  12:53 1:06 -  1:12 1:15 1:21 1:26 -  1:30 -  12:51 12:58 1:05 1:10 1:15 1:17 -  1:27 1:32 1:35 1:41 1:46 -  1:50 -  16B 16J -  -  -  -  -  1:33 1:46 -  1:52 1:55 2:01 2:06 -  2:10 -  16B 1:31 1:38 1:45 1:50 1:55 1:57 -  2:07 2:12 2:15 2:21 2:26 -  2:30 -  16J -  -  -  -  -  2:13 2:26 -  2:32 2:35 2:41 2:46 -  2:50 -  16B 2:11 2:18 2:25 2:30 2:35 2:37 -  2:47 2:52 2:55 3:01 3:06 -  3:10 -  16J -  -  -  -  -  2:53 3:06 -  3:12 3:15 3:21 3:26 -  3:30 -  2:51 2:58 3:05 3:10 3:15 3:17 -  3:27 3:32 3:35 3:41 3:46 -  3:50 -  16B 16J -  -  -  -  -  3:33 3:46 -  3:52 3:55 4:01 4:06 -  4:10 -  16B 3:31 3:38 3:45 3:50 3:55 3:57 -  4:07 4:12 4:15 4:21 4:26 -  4:30 -  16J -  -  -  -  -  4:13 4:26 -  4:32 4:35 4:41 4:46 -  4:50 -  16B 4:11 4:18 4:25 4:30 4:35 4:37 -  4:47 4:52 4:55 5:01 5:06 -  5:10 -  16J -  -  -  -  -  4:53 5:06 -  5:12 5:15 5:21 5:26 -  5:30 -  16B 4:56 5:02 5:09 5:13 5:18 5:20 -  5:30 5:35 5:37 5:42 5:46 -  5:50 -  16J -  -  -  -  -  5:38 5:49 -  5:55 5:57 6:02 6:06 -  6:10 -  16B 5:36 5:42 5:49 5:53 5:58 6:00 -  6:10 6:15 6:17 6:22 6:26 -  6:30 -  16J -  -  -  -  -  6:18 6:29 -  6:35 6:37 6:42 6:46 -  6:50 -  16B 6:16 6:22 6:29 6:33 6:38 6:40 -  6:50 6:55 6:57 7:02 7:06 -  7:10 -  16J -  -  -  -  -  6:58 7:09 -  7:15 7:17 7:22 7:26 -  7:30 -  16B 7:03 7:08 7:14 7:18 7:22 7:24 -  7:32 7:36 7:38 7:42 7:46 -  7:50 -  16J -  -  -  -  -  7:41 7:51 -  7:56 7:58 8:02 8:06 -  8:10 -  16B 7:43 7:48 7:54 7:58 8:02 8:04 -  8:12 8:16 8:18 8:22 8:26 -  8:30 -  16J -  -  -  -  -  8:21 8:31 -  8:36 8:38 8:42 8:46 -  8:50 -  16B 8:24 8:29 8:35 8:39 8:43 8:45 -  8:52 8:56 8:58 9:02 9:06 -  9:10 -  16J -  -  -  -  -  9:02 9:11 -  9:16 9:18 9:22 9:26 -  9:30 -  16B 9:04 9:09 9:15 9:19 9:23 9:25 -  9:32 9:36 9:38 9:42 9:46 -  9:50 -  16B 9:34 9:39 9:45 9:49 9:53 9:55 -  10:02 10:06 10:08 10:12 10:16 -  10:20 -  16B 10:04 10:09 10:15 10:19 10:23 10:25 -  10:32 10:36 10:38 10:42 10:46 -  10:50 -  16E -  -  -  -  -  11:07 -  11:13 11:16 11:18 11:22 11:26 11:32 11:38 11:50 16E -  -  -  -  -  11:37 -  11:43 11:46 11:48 11:52 11:56 12:02 12:08 12:20 After Midnight Service — Servicio después de la medianoche u 16E -  -  -  -  -  12:07 -  12:13 12:16 12:18 12:22 12:26 12:32 12:38 12:50 u 16E -  -  -  -  -  1:07 -  1:13 1:16 1:18 1:22 1:26 1:32 1:38 1:50 u 16E -  -  -  -  -  2:07 -  2:13 2:16 2:18 2:22 2:26 2:32 2:38 2:50

B-42

Page 7 of 10

16

A,B,E,J,P­- Columbia Pike Line

Westbound To Culmore/Annandale Saturday — En sábados Colum- Colum- Colum- Colum- Lees- Glen I Colum- bia bia bia bia burg Carlyn Colum& Pike Pike Pike Pike Pike & bia Penta- bia Pike & & & & & Vista Lake Pike 13th Sts. Penta- gon NW & Walter George Bucha- Carlin Jeffer- Drs. & & City gon Route (FrankOrme Reed Mason nan Springs son (CUL- Tyler LincolNumber lin Sq) St. Dr. Dr. St. Rd St. MORE) Sts. nia Rd.

On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate except those marked u. En los días festivos federales, Día de la Raza, Día del Veterano, Día de Martin Luther King y Día de los Presidentes Metrobus proveerá servicio de autobús suplementario de los sábados. En estos días festivos, los servicios de los sábados operarán excepto los que tienen la marca u.

John Patriot Marr & AmeriDr. Rt. cana & 236 & Drs. Colum- Med- (ANbia ford NANPike Dr. DALE)

AM Service — Servicio matutino 16B -  5:55 -  6:03 6:07 6:12 6:14 6:18 -  -  6:27 6:32 6:37 6:42 6:47 16B -  6:30 -  6:38 6:42 6:47 6:49 6:53 -  -  7:02 7:07 7:12 7:17 7:22 16B -  7:00 -  7:08 7:12 7:17 7:19 7:23 -  -  7:32 7:37 7:42 7:47 7:52 16J -  7:20 -  7:28 7:32 7:37 7:39 -  7:44 7:53 -  -  -  -  -  16B -  7:40 -  7:48 7:52 7:57 7:59 8:03 -  -  8:12 8:17 8:22 8:27 8:32 16J -  8:00 -  8:08 8:12 8:17 8:19 -  8:24 8:33 -  -  -  -  -  16B -  8:20 -  8:29 8:33 8:38 8:40 8:45 -  -  8:54 8:59 9:05 9:11 9:15 16J -  8:40 -  8:49 8:53 8:58 9:00 -  9:06 9:16 -  -  -  -  -  16B -  9:00 -  9:09 9:13 9:18 9:20 9:25 -  -  9:34 9:39 9:45 9:51 9:55 16J -  9:20 -  9:29 9:33 9:38 9:40 -  9:46 9:56 -  -  -  -  -  10:35 16B -  9:40 -  9:49 9:53 9:58 10:00 10:05 -  -  10:14 10:19 10:25 10:31 16J -  10:00 -  10:09 10:13 10:18 10:20 -  10:26 10:36 -  -  -  -  -  16B -  10:20 -  10:30 10:35 10:40 10:43 10:48 -  -  10:58 11:03 11:08 11:15 11:19 16J -  10:40 -  10:50 10:55 11:00 11:03 -  11:10 11:21 -  -  -  -  -  16B -  11:00 -  11:10 11:15 11:20 11:23 11:28 -  -  11:38 11:43 11:48 11:55 11:59 16J -  11:20 -  11:30 11:35 11:40 11:43 -  11:50 12:01 -  -  -  -  -  16B -  11:40 -  11:50 11:55 12:00 12:03 12:08 -  -  12:18 12:23 12:28 12:35 12:39 PM Service — Servicio vespertino 16J -  12:00 -  12:10 12:15 12:21 12:24 -  12:32 12:44 -  -  -  -  -  16B -  12:20 -  12:30 12:35 12:41 12:44 12:50 -  -  1:00 1:06 1:11 1:18 1:23 16J -  12:40 -  12:50 12:55 1:01 1:04 -  1:12 1:24 -  -  -  -  -  16B -  1:00 -  1:10 1:15 1:21 1:24 1:30 -  -  1:40 1:46 1:51 1:58 2:03 16J -  1:20 -  1:30 1:35 1:41 1:44 -  1:52 2:04 -  -  -  -  -  16B -  1:40 -  1:50 1:55 2:01 2:04 2:10 -  -  2:20 2:26 2:31 2:38 2:43 16J -  2:00 -  2:10 2:15 2:21 2:24 -  2:32 2:44 -  -  -  -  -  16B -  2:20 -  2:30 2:35 2:41 2:44 2:50 -  -  3:00 3:06 3:11 3:18 3:23 16J -  2:40 -  2:50 2:55 3:01 3:04 -  3:12 3:24 -  -  -  -  -  16B -  3:00 -  3:10 3:15 3:21 3:24 3:30 -  -  3:40 3:46 3:51 3:58 4:03 16J -  3:20 -  3:30 3:35 3:41 3:44 -  3:52 4:04 -  -  -  -  -  16B -  3:40 -  3:50 3:55 4:01 4:04 4:10 -  -  4:20 4:26 4:31 4:38 4:43 16J -  4:00 -  4:10 4:15 4:21 4:24 -  4:32 4:44 -  -  -  -  -  16B -  4:20 -  4:30 4:35 4:41 4:44 4:50 -  -  5:00 5:06 5:11 5:18 5:23 16J -  4:40 -  4:50 4:55 5:01 5:04 -  5:12 5:24 -  -  -  -  -  16B -  5:00 -  5:10 5:15 5:21 5:24 5:30 -  -  5:40 5:46 5:51 5:58 6:03 16J -  5:20 -  5:30 5:35 5:41 5:44 -  5:52 6:04 -  -  -  -  -  16B -  5:40 -  5:49 5:54 5:59 6:02 6:07 -  -  6:19 6:24 6:29 6:35 6:40 16J -  6:00 -  6:09 6:14 6:19 6:22 -  6:29 6:40 -  -  -  -  -  16B -  6:20 -  6:29 6:34 6:39 6:42 6:47 -  -  6:59 7:04 7:09 7:15 7:20 16J -  6:40 -  6:49 6:54 6:59 7:02 -  7:09 7:20 -  -  -  -  -  16B -  7:00 -  7:09 7:14 7:19 7:22 7:27 -  -  7:39 7:44 7:49 7:55 8:00 16J -  7:20 -  7:29 7:34 7:39 7:42 -  7:49 8:00 -  -  -  -  -  16B -  7:40 -  7:49 7:54 7:59 8:02 8:07 -  -  8:19 8:24 8:29 8:35 8:40 16J -  8:00 -  8:09 8:14 8:19 8:22 -  8:29 8:40 -  -  -  -  -  16B -  8:20 -  8:29 8:33 8:37 8:39 8:43 -  -  8:52 8:56 9:01 9:06 9:11 16J -  8:40 -  8:49 8:53 8:57 8:59 -  9:05 9:14 -  -  -  -  -  16B -  9:00 -  9:09 9:13 9:17 9:19 9:23 -  -  9:32 9:36 9:41 9:46 9:51 16J -  9:20 -  9:29 9:33 9:37 9:39 -  9:45 9:54 -  -  -  -  -  16B -  9:40 -  9:49 9:53 9:57 9:59 10:03 -  -  10:12 10:16 10:21 10:26 10:31 16J -  10:00 -  10:09 10:13 10:17 10:19 -  10:25 10:34 -  -  -  -  -  16B -  10:30 -  10:39 10:43 10:47 10:49 10:53 -  -  11:02 11:06 11:11 11:16 11:21 16E/ -  11:00 11:06 11:12 11:16 11:20 11:22 11:26 -  11:32 -  -  -  -  -  16E/ -  11:30 11:36 11:42 11:46 11:50 11:52 11:56 -  12:02 -  -  -  -  -  After Midnight Service — Servicio después de la medianoche 16E/ -  12:00 12:06 12:12 12:16 12:20 12:22 12:26 -  12:32 -  -  -  -  -  16E 12:08 12:20 12:26 12:32 12:36 12:40 12:42 12:46 -  12:52 -  -  -  -  -  16E 12:38 12:50 12:56 1:02 1:06 1:10 1:12 1:16 -  1:22 -  -  -  -  -  u 16E 1:08 1:20 1:26 1:32 1:36 1:40 1:42 1:46 -  1:52 -  -  -  -  -  u 16E 2:08 2:20 2:26 2:32 2:36 2:40 2:42 2:46 -  2:52 -  -  -  -  -  u 16E 3:08 3:20 3:26 3:32 3:36 3:40 3:42 3:46 -  3:52 -  -  -  -  - 

B-43

Page 8 of 10

16

A,B,E,J,P­- Columbia Pike Line

Eastbound To Pentagon station Sunday — En domingo Patriot & AmeriRoute cana Number Drs.

Rt. 236 & Medford Dr.

John ColumMarr bia Dr. Pike & & Colum- Linbia colnia Pike Rd.

Lake & Tyler Sts.

Glen Carlyn & Vista Drs.

I Colum- Colum& Jefferbia bia Colum- Colum- Colum13th son Pike Pike bia Pike bia bia Sts. PentaSt. & & & Four & Pike Pike gon PENTA- NW Lees- Carlin Mile George & & GON (FrankCity burg Springs Run Mason Walter Orme lin Pike Rd. Dr. Dr. Reed Dr. St. Sq)

AM Service — Servicio matutino 16B -  -  -  -  -  5:59 -  6:06 6:10 6:12 6:17 6:22 -  6:25 -  16B -  -  -  -  -  6:29 -  6:36 6:40 6:42 6:47 6:52 -  6:55 -  16E -  -  -  -  -  -  -  -  -  -  -  -  -  7:05 7:17 16B 6:37 6:42 6:47 6:52 6:56 6:59 -  7:06 7:10 7:12 7:17 7:22 -  7:25 -  16B -  -  -  -  -  7:21 -  7:28 7:32 7:34 7:39 7:44 -  7:47 -  16B 7:29 7:34 7:39 7:44 7:48 7:51 -  7:58 8:02 8:04 8:09 8:14 -  8:17 -  16B -  -  -  -  -  8:21 -  8:28 8:32 8:34 8:39 8:44 -  8:47 -  16B 8:22 8:28 8:34 8:39 8:44 8:46 -  8:55 8:59 9:02 9:08 9:14 -  9:17 -  16P -  -  -  -  -  9:09 9:19 -  9:24 9:27 9:33 9:38 9:43 9:47 -  16B 9:22 9:28 9:34 9:39 9:44 9:46 -  9:55 9:59 10:02 10:08 10:14 -  10:17 -  16P -  -  -  -  -  10:09 10:19 -  10:24 10:27 10:33 10:38 10:43 10:47 -  10:28 10:34 10:39 10:44 10:46 -  10:55 10:59 11:02 11:08 11:14 -  11:17 -  16B 10:22 16P -  -  -  -  -  11:07 11:19 -  11:25 11:28 11:34 11:39 11:45 11:50 -  16B 11:25 11:31 11:37 11:42 11:47 11:49 -  11:58 12:02 12:05 12:11 12:17 -  12:21 -  PM Service — Servicio vespertino 16P -  -  -  -  -  12:10 12:22 -  12:28 12:31 12:37 12:42 12:48 12:53 -  16B 12:25 12:31 12:37 12:42 12:47 12:49 -  12:58 1:02 1:05 1:11 1:17 -  1:21 -  16P -  -  -  -  -  1:10 1:22 -  1:28 1:31 1:37 1:42 1:48 1:53 -  16B 1:25 1:31 1:37 1:42 1:47 1:49 -  1:58 2:02 2:05 2:11 2:17 -  2:21 -  16P -  -  -  -  -  2:10 2:22 -  2:28 2:31 2:37 2:42 2:48 2:53 -  2:31 2:37 2:42 2:47 2:49 -  2:58 3:02 3:05 3:11 3:17 -  3:21 -  16B 2:25 16P -  -  -  -  -  3:11 3:23 -  3:29 3:32 3:38 3:43 3:49 3:54 -  16B 3:25 3:31 3:37 3:42 3:47 3:49 -  3:58 4:02 4:05 4:11 4:17 -  4:21 -  16P -  -  -  -  -  4:11 4:23 -  4:29 4:32 4:38 4:43 4:49 4:54 -  4:31 4:37 4:42 4:47 4:49 -  4:58 5:02 5:05 5:11 5:17 -  5:21 -  16B 4:25 16P -  -  -  -  -  5:14 5:24 -  5:29 5:32 5:37 5:41 5:46 5:51 -  16B 5:24 5:30 5:36 5:42 5:46 5:48 -  5:56 6:00 6:03 6:08 6:13 -  6:17 -  16P -  -  -  -  -  6:12 6:22 -  6:27 6:30 6:35 6:39 6:44 6:49 -  16B 6:24 6:30 6:36 6:42 6:46 6:48 -  6:56 7:00 7:03 7:08 7:13 -  7:17 -  16E -  -  -  -  -  7:12 -  7:20 7:24 7:27 7:32 7:36 7:42 7:47 -  16B 7:24 7:30 7:36 7:42 7:46 7:48 -  7:56 8:00 8:03 8:08 8:13 -  8:17 -  16E -  -  -  -  -  8:12 -  8:20 8:24 8:27 8:32 8:36 8:42 8:47 -  16B 8:28 8:34 8:39 8:43 8:47 8:48 -  8:57 9:02 9:04 9:09 9:13 -  9:17 -  16E -  -  -  -  -  9:19 -  9:28 9:33 9:35 9:40 9:44 9:47 9:50 -  16E 9:40 9:46 9:53 9:56 10:00 10:01 -  10:07 10:11 10:12 10:16 10:20 10:22 10:25 -  16E -  -  -  -  -  10:28 -  10:34 10:38 10:39 10:43 10:47 10:50 10:55 -  16E -  -  -  -  -  10:58 -  11:04 11:08 11:09 11:13 11:17 11:20 11:25 -  16E -  -  -  -  -  11:28 -  11:34 11:38 11:39 11:43 11:47 11:50 11:55 -  16E -  -  -  -  -  11:58 -  12:04 12:08 12:09 12:13 12:17 12:20 12:25 - 

Page 9 of 10 B-44

16

A,B,E,J,P­- Columbia Pike Line

Westbound To Culmore/Annandale Sunday — En domingo I & 13th Sts. PentaNW gon Route (Franklin Number Sq)

Colum- Colum- Colum- LeesGlen Colum- Colum- bia bia bia burg Carlyn bia bia Pike Pike Pike Pike & PentaPike Pike & & & & Vista gon & & George Bucha- Carlin JefferDrs. City Orme Walter Mason nan Springs son (CULSt. Reed Dr. Dr. St. Rd. St. MORE)

Lake & Tyler Sts.

Patriot Colum- John & bia Marr AmeriPike Dr. cana & & Rt. 236 Drs. Lin- Colum& (ANcolnia bia Medford NANRd. Pike Dr. DALE)

AM Service — Servicio matutino 16B -  6:00 -  6:06 6:11 6:16 6:17 6:20 -  -  6:28 6:32 6:36 6:41 6:45 16B/ -  6:30 -  6:36 6:41 6:46 6:47 6:50 -  6:57 -  -  -  -  -  16E 6:13 6:25 -  -  -  -  -  -  -  -  -  -  -  -  -  16B -  7:00 -  7:06 7:11 7:16 7:17 7:20 -  -  7:28 7:32 7:36 7:41 7:45 16B/ -  7:30 -  7:36 7:41 7:46 7:47 7:50 -  7:57 -  -  -  -  -  16E 7:23 7:35 -  -  -  -  -  -  -  -  -  -  -  -  -  16B -  8:00 -  8:06 8:11 8:16 8:17 8:20 -  -  8:28 8:32 8:36 8:41 8:45 16B/ -  8:30 -  8:36 8:41 8:46 8:47 8:50 -  8:57 -  -  -  -  -  16B -  9:00 -  9:07 9:11 9:16 9:18 9:22 -  -  9:31 9:36 9:41 9:47 9:51 16B/ -  9:30 -  9:37 9:41 9:46 9:48 9:52 -  9:59 -  -  -  -  -  16B -  10:00 -  10:07 10:11 10:16 10:18 10:22 -  -  10:31 10:36 10:41 10:47 10:51 16P -  10:30 10:35 10:40 10:44 10:49 10:51 -  10:56 11:03 -  -  -  -  -  16B -  11:00 -  11:07 11:12 11:18 11:20 11:25 -  -  11:35 11:40 11:44 11:51 11:55 16P -  11:30 11:36 11:42 11:46 11:52 11:54 -  12:00 12:07 -  -  -  -  -  PM Service — Servicio vespertino 16B -  12:00 -  12:07 12:12 12:18 12:20 12:25 -  -  12:35 12:40 12:44 12:51 12:55 16P -  12:30 12:36 12:42 12:46 12:52 12:54 -  1:00 1:07 -  -  -  -  -  16B -  1:00 -  1:07 1:12 1:18 1:20 1:25 -  -  1:35 1:40 1:44 1:51 1:55 16P -  1:30 1:36 1:42 1:46 1:52 1:54 -  2:00 2:07 -  -  -  -  -  16B -  2:00 -  2:07 2:12 2:18 2:21 2:26 -  -  2:37 2:42 2:47 2:54 2:59 16P -  2:30 2:36 2:41 2:46 2:52 2:55 -  3:02 3:09 -  -  -  -  -  16B -  3:00 -  3:07 3:12 3:18 3:21 3:26 -  -  3:37 3:42 3:47 3:54 3:59 16P -  3:30 3:36 3:41 3:46 3:52 3:55 -  4:02 4:09 -  -  -  -  -  16B -  4:00 -  4:07 4:12 4:18 4:21 4:26 -  -  4:37 4:42 4:47 4:54 4:59 16P -  4:30 4:36 4:41 4:46 4:52 4:55 -  5:02 5:09 -  -  -  -  -  16B -  5:00 -  5:07 5:12 5:18 5:21 5:26 -  -  5:37 5:42 5:47 5:54 5:59 16P -  5:30 5:36 5:41 5:46 5:52 5:55 -  6:02 6:09 -  -  -  -  -  16B -  6:00 -  6:07 6:12 6:18 6:21 6:26 -  -  6:37 6:42 6:47 6:54 6:59 16P -  6:30 6:36 6:41 6:46 6:52 6:55 -  7:02 7:09 -  -  -  -  -  16B -  7:00 -  7:07 7:12 7:18 7:20 7:24 -  -  7:32 7:37 7:41 7:47 7:51 16P -  7:30 7:36 7:40 7:44 7:50 7:52 -  7:58 8:05 -  -  -  -  -  16B -  8:00 -  8:07 8:12 8:18 8:20 8:24 -  -  8:32 8:37 8:41 8:47 8:51 16E/ -  8:30 8:36 8:40 8:44 8:50 8:52 8:56 -  9:03 -  -  -  -  -  16B -  9:00 -  9:07 9:12 9:18 9:20 9:24 -  -  9:32 9:37 9:41 9:47 9:51 16E/ -  9:30 9:36 9:40 9:44 9:50 9:52 9:56 -  10:03 -  -  -  -  -  16E -  10:01 10:07 10:11 10:16 10:22 10:24 10:28 -  -  10:36 10:41 10:45 10:51 10:55 16E/ -  10:21 10:27 10:31 10:35 10:41 10:43 10:47 -  10:54 -  -  -  -  -  16E/ -  10:41 10:47 10:51 10:55 11:01 11:03 11:07 -  11:14 -  -  -  -  -  16E/ -  11:01 11:07 11:13 11:15 11:19 11:21 11:25 -  11:32 -  -  -  -  -  16E/ -  11:30 11:36 11:42 11:44 11:48 11:50 11:54 -  12:01 -  -  -  -  -  After Midnight Service — Servicio después de la medianoche 16E/ -  12:00 12:06 12:12 12:14 12:18 12:20 12:24 -  12:31 -  -  -  -  -  16E/ -  12:30 12:36 12:42 12:44 12:48 12:50 12:54 -  1:01 -  -  -  -  -  Note: For additional Sunday service via Pentagon City see Route 16G—Columbia Heights West-Pentagon City Line.

Page 10 of 10 B-45

Effective 4-24-16

How to use this timetable ➤ Use the map to find the stops closest to where you will get on and off the bus. ➤ Select the schedule (Weekday, Saturday, Sunday) for when you will travel. Along the top of the schedule, find the stop at or nearest the point where you will get on the bus. Follow that column down to the time you want to leave.

16G,H,K Columbia Heights West Pentagon City Line

➤ Use the same method to find the times the bus is scheduled to arrive at the stop where you will get off the bus. ➤ If the bus stop is not listed, use the time shown for the bus stop before it as the time to wait at the stop. ➤ The end-of-the-line or last stop is listed in ALL CAPS on the schedule.

Cómo Usar este Horario ➤ Use este mapa para localizar las paradas más cercanas a donde se subirá y bajará del autobús. ➤ Seleccione el horario (Entre semana, sábado, domingo) de cuando viajará. A lo largo de la parte superior del horario, localice la parada o el punto más cercano a la parada en la que se subirá al autobús. Siga esa columna hacia abajo hasta la hora en la que desee salir.

Serves these locationsBrinda servicio a estas ubicaciones

l Columbia Heights West (16G,K) l Skyline City (16H) l Barcroft l Columbia Pike l U.S. Air Force Memorial l Pentagon City station (16G,H) l Pentagon station (16K-Sat. & Sun. only)

➤ Utilice el mismo método para localizar las horas en que el autobús está programado para llegar a la parada en donde desea bajarse del autobús. ➤ Si la parada del autobús no está listada use la hora que se muestra en la parada anterior como la hora de espera en la parada. ➤ El final de la ruta o la última parada del autobús aparece en letras MAYÚSCULAS en el horario.

Washington Metropolitan Area Transit Authority A District of Columbia, Maryland and Virginia Transit Partnership

Page 1 of 10 B-46

16G,H,K

For route and schedule information

Call 202-637-7000

Columbia Heights West Pentagon City Line

www.wmata.com

(SAT & SUN 5:30-7:00 AM ONLY)

16K PENTAGON

NAVY D

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EADS ST

ST ES HAY

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PENTAGON STATION

Legend

16G, 16H

— Metrorail Station — Terminal Stands

PENTAGON CITY STATION

E ST

JOYC U.S. AIR FORCE MEMORIAL

E ST

ORM

Guaranteed Ride Home When you take Metrobus or Metrorail to work, you are eligible to participate in the free Commuter Connection Guaranteed Ride Home Program. The program will get you home in the event of a personal emergency or unscheduled overtime.

VD BL

To register and to receive program details, call Commuter Connection at 1-800-745-RIDE.

COL

IN

UMB

(2/97)

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BAILEY’S CROSSROADS WMATA ©2016

Page 2 of 10 B-47

16G,H,K

Columbia Heights West Pentagon City Line

Eastbound To Pentagon City station Monday thru Friday — Lunes a viernes

Route Number

Carlin Springs Rd. George & Columbia Greenbrier Mason Dr. St. & 8th Rd. Dinwiddie & & Seminary Pike 9th Sts. Rd. ✱ ✱

Jefferson St. & Leesburg Pike

Columbia Pike & Buchanan St.

Columbia Pike & George Mason Dr.

Columbia Columbia Pike & Wal- Pike & Orme ter Reed Dr. St.

PENTAGON CITY

AM Service — Servicio matutino 16G 4:53 4:55 4:59 -  -  5:00 5:02 5:06 5:10 5:16 16G 5:05 5:07 5:11 -  -  5:12 5:14 5:18 5:22 5:28 16G 5:17 5:19 5:23 -  -  5:24 5:26 5:30 5:34 5:40 16G 5:29 5:31 5:35 -  -  5:36 5:38 5:42 5:46 5:52 16G 5:41 5:43 5:47 -  -  5:48 5:50 5:54 5:58 6:04 16G -  -  5:59 -  -  6:00 6:02 6:06 6:10 6:16 16H/ -  -  -  5:57 6:01 6:06 6:08 6:12 6:16 6:22 16G -  -  6:11 -  -  6:12 6:14 6:18 6:22 6:28 16H/ -  -  -  6:09 6:13 6:18 6:20 6:24 6:28 6:34 16G -  -  6:23 -  -  6:24 6:26 6:30 6:34 6:40 16H/ -  -  -  6:21 6:25 6:30 6:32 6:36 6:40 6:46 16G -  -  6:35 -  -  6:36 6:38 6:42 6:46 6:52 16H/ -  -  -  6:33 6:37 6:42 6:44 6:48 6:52 6:58 16G -  -  6:47 -  -  6:48 6:50 6:54 6:58 7:04 16H/ -  -  -  6:45 6:49 6:54 6:56 7:00 7:04 7:10 16G -  -  6:59 -  -  7:00 7:02 7:06 7:10 7:16 16H/ -  -  -  6:57 7:01 7:06 7:08 7:12 7:16 7:22 16G -  -  7:11 -  -  7:12 7:15 7:20 7:25 7:31 16H/ -  -  -  7:08 7:12 7:18 7:21 7:26 7:31 7:37 16G -  -  7:23 -  -  7:24 7:27 7:32 7:37 7:43 16H/ -  -  -  7:20 7:24 7:30 7:33 7:38 7:43 7:49 16G -  -  7:35 -  -  7:36 7:39 7:44 7:49 7:55 16H/ -  -  -  7:32 7:36 7:42 7:45 7:50 7:55 8:01 16G -  -  7:47 -  -  7:48 7:51 7:56 8:01 8:07 16H/ -  -  -  7:44 7:48 7:54 7:57 8:02 8:07 8:13 16G -  -  7:59 -  -  8:00 8:03 8:08 8:13 8:19 16H/ -  -  -  7:56 8:00 8:06 8:09 8:14 8:19 8:25 16G -  -  8:11 -  -  8:12 8:15 8:20 8:25 8:31 16H/ -  -  -  8:09 8:13 8:18 8:21 8:26 8:31 8:37 16G -  -  8:23 -  -  8:24 8:27 8:32 8:37 8:43 16H/ -  -  -  8:21 8:25 8:30 8:33 8:38 8:43 8:49 16G -  -  8:35 -  -  8:36 8:39 8:44 8:49 8:55 16H/ -  -  -  8:33 8:37 8:42 8:45 8:50 8:55 9:01 16G -  -  8:47 -  -  8:48 8:51 8:56 9:01 9:07 16H/ -  -  -  8:45 8:49 8:54 8:57 9:02 9:07 9:13 16G -  -  8:59 -  -  9:00 9:03 9:08 9:13 9:19 16H/ -  -  -  8:57 9:01 9:06 9:09 9:14 9:19 9:25 16G -  -  9:12 -  -  9:13 9:16 9:21 9:25 9:31 16G -  -  9:27 -  -  9:28 9:31 9:36 9:40 9:46 16G -  -  9:42 -  -  9:43 9:46 9:51 9:55 10:01 16G -  -  9:57 -  -  9:58 10:01 10:06 10:10 10:16 16G -  -  10:12 -  -  10:13 10:16 10:21 10:25 10:31 16G -  -  10:27 -  -  10:28 10:31 10:36 10:40 10:46 16G -  -  10:42 -  -  10:43 10:46 10:51 10:55 11:01 16G -  -  10:57 -  -  10:58 11:01 11:06 11:10 11:16 16G -  -  11:12 -  -  11:13 11:16 11:21 11:25 11:31 16G -  -  11:27 -  -  11:28 11:31 11:36 11:40 11:46 16G -  -  11:42 -  -  11:43 11:46 11:51 11:55 12:01 16G -  -  11:57 -  -  11:58 12:01 12:06 12:10 12:16 ✱ — After 5:41 AM see westbound schedule for trip times through Columbia Heights West. Additional trip starts at Carlin Springs Rd. at 6:26 PM.

Page 3 of 10 B-48

16G,H,K

Columbia Heights West Pentagon City Line

Eastbound To Pentagon City station Monday thru Friday — Lunes a viernes

Route Number

Carlin Springs Rd. George & Columbia Greenbrier Mason Dr. St. & 8th Rd. Dinwiddie & & Seminary Pike ✱ ✱ 9th Sts. Rd.

16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G 16G

Jefferson St. & Leesburg Pike

Columbia Pike & Buchanan St.

Columbia Pike & George Mason Dr.

Columbia Columbia Pike & Wal- Pike & Orme ter Reed Dr. St.

PENTAGON CITY

PM Service — Servicio vespertino -  -  12:12 -  -  12:13 12:16 12:21 12:25 12:31 -  -  12:27 -  -  12:28 12:31 12:36 12:40 12:46 -  -  12:42 -  -  12:43 12:46 12:51 12:55 1:01 -  -  12:57 -  -  12:58 1:01 1:06 1:10 1:16 -  -  1:12 -  -  1:13 1:16 1:21 1:25 1:31 -  -  1:27 -  -  1:28 1:31 1:36 1:40 1:46 -  -  1:42 -  -  1:43 1:46 1:51 1:55 2:01 -  -  1:58 -  -  1:59 2:02 2:07 2:11 2:17 -  -  2:14 -  -  2:15 2:18 2:23 2:27 2:33 -  -  2:29 -  -  2:30 2:33 2:38 2:42 2:48 -  -  2:44 -  -  2:45 2:48 2:53 2:57 3:03 -  -  2:59 -  -  3:00 3:02 3:08 3:12 3:19 -  -  3:14 -  -  3:15 3:17 3:23 3:27 3:34 -  -  3:29 -  -  3:30 3:32 3:38 3:42 3:49 -  -  3:44 -  -  3:45 3:47 3:53 3:57 4:04 -  -  3:56 -  -  3:57 3:59 4:05 4:09 4:16 -  -  4:08 -  -  4:09 4:11 4:17 4:21 4:28 -  -  4:18 -  -  4:19 4:21 4:27 4:31 4:38 -  -  4:30 -  -  4:31 4:33 4:39 4:43 4:50 -  -  4:42 -  -  4:43 4:45 4:51 4:55 5:02 -  -  4:55 -  -  4:56 4:58 5:04 5:08 5:15 -  -  5:07 -  -  5:08 5:10 5:16 5:20 5:27 -  -  5:19 -  -  5:20 5:22 5:28 5:32 5:39 -  -  5:32 -  -  5:33 5:35 5:41 5:45 5:52 -  -  5:44 -  -  5:45 5:47 5:53 5:57 6:04 -  -  5:57 -  -  5:58 6:00 6:06 6:10 6:17 -  -  6:12 -  -  6:13 6:15 6:21 6:25 6:32 -  -  6:27 -  -  6:28 6:30 6:36 6:40 6:47 -  -  6:42 -  -  6:43 6:45 6:51 6:55 7:02 -  -  6:57 -  -  6:58 7:00 7:06 7:10 7:17 -  -  7:12 -  -  7:13 7:15 7:21 7:25 7:32 -  -  7:27 -  -  7:28 7:30 7:34 7:38 7:44 -  -  7:42 -  -  7:43 7:45 7:49 7:53 7:59 -  -  7:57 -  -  7:58 8:00 8:04 8:08 8:14 -  -  8:12 -  -  8:13 8:15 8:19 8:23 8:29 -  -  8:27 -  -  8:28 8:30 8:34 8:38 8:44 -  -  8:42 -  -  8:43 8:45 8:48 8:51 8:57 -  -  8:57 -  -  8:58 9:00 9:03 9:06 9:12 -  -  9:12 -  -  9:13 9:15 9:18 9:21 9:27 -  -  9:27 -  -  9:28 9:30 9:33 9:36 9:42 -  -  9:42 -  -  9:43 9:45 9:48 9:51 9:57 -  -  9:57 -  -  9:58 10:00 10:03 10:06 10:12 -  -  10:12 -  -  10:13 10:15 10:18 10:21 10:27 -  -  10:27 -  -  10:28 10:30 10:33 10:36 10:42 -  -  10:42 -  -  10:43 10:45 10:48 10:51 10:57 -  -  11:00 -  -  11:01 11:03 11:06 11:09 11:15

✱ — After 5:41 AM see westbound schedule for trip times through Columbia Heights West. Additional trip starts at Carlin Springs Rd. at 6:26 PM.

Page 4 of 10 B-49

16G,H,K

Columbia Heights West Pentagon City Line

Westbound To Skyline City/Columbia Heights West Monday thru Friday — Lunes a viernes

Route Number

Pentagon City

Columbia Columbia Pike & Orme Pike & WalSt. ter Reed Dr.

Columbia Pike & George Mason Dr.

Columbia Pike & Buchanan St.

Carlin Dinwiddie George & 9th Sts. Mason Dr. Springs Rd. Jefferson St. & Seminary & Columbia Greenbrier St. (COLUMBIA Pike HTS WEST) & 8th Rd. & Leesburg Rd. (SKYLINE Pike CITY) l l l

AM Service — Servicio matutino 16G 5:31 5:37 5:41 5:45 5:47 -  16G 5:43 5:49 5:53 5:57 5:59 -  16G 5:55 6:01 6:05 6:09 6:11 -  16G 6:08 6:14 6:18 6:22 6:24 -  16G 6:19 6:25 6:29 6:33 6:35 -  16G 6:31 6:37 6:41 6:45 6:47 -  16G 6:43 6:49 6:53 6:57 6:59 -  16G 6:54 7:00 7:04 7:08 7:10 -  16G 7:06 7:12 7:16 7:20 7:22 -  16G 7:18 7:24 7:28 7:32 7:34 -  16G 7:30 7:36 7:40 7:44 7:46 -  16G 7:42 7:48 7:52 7:56 7:58 -  16G 7:54 8:00 8:04 8:08 8:10 -  16G 8:06 8:12 8:16 8:20 8:22 -  16G 8:18 8:24 8:28 8:32 8:34 -  16G 8:30 8:36 8:40 8:44 8:46 -  16G 8:43 8:49 8:53 8:57 8:59 -  16G 8:57 9:03 9:07 9:11 9:13 -  16G 9:10 9:16 9:21 9:26 9:28 -  16G 9:25 9:31 9:36 9:41 9:43 -  16G 9:40 9:46 9:51 9:56 9:58 -  16G 9:55 10:01 10:06 10:11 10:13 -  16G 10:10 10:16 10:21 10:26 10:28 -  16G 10:25 10:31 10:36 10:41 10:43 -  16G 10:40 10:46 10:51 10:56 10:58 -  16G 10:55 11:01 11:06 11:11 11:13 -  16G 11:10 11:16 11:21 11:26 11:28 -  16G 11:25 11:31 11:36 11:41 11:43 -  16G 11:40 11:46 11:51 11:56 11:58 -  16G 11:55 12:01 12:06 12:11 12:13 -  PM Service — Servicio vespertino 16G 12:10 12:16 12:21 12:26 12:28 -  16G 12:25 12:31 12:36 12:41 12:43 -  16G 12:40 12:46 12:51 12:56 12:58 -  16G 12:55 1:01 1:06 1:11 1:13 -  16G 1:10 1:16 1:21 1:26 1:28 -  16G 1:25 1:31 1:36 1:41 1:43 -  16G 1:40 1:46 1:51 1:57 1:59 -  16G 1:55 2:01 2:06 2:12 2:14 -  16G 2:10 2:16 2:21 2:27 2:29 -  16G 2:25 2:31 2:36 2:42 2:44 -  16G 2:40 2:46 2:51 2:57 2:59 -  16G 2:55 3:01 3:06 3:12 3:14 -  16G 3:10 3:16 3:21 3:27 3:29 -  16G 3:22 3:28 3:33 3:39 3:41 -  16G 3:34 3:40 3:45 3:51 3:53 -  16G 3:44 3:50 3:55 4:01 4:03 - 

-  5:50 5:53 5:57 -  6:02 6:05 6:09 -  6:14 6:17 6:21 -  6:27 6:30 6:34 -  6:38 6:41 6:45 -  6:50 6:53 6:57 -  7:02 7:05 7:09 -  7:14 7:17 7:21 -  7:26 7:29 7:33 -  7:38 7:41 7:45 -  7:50 7:53 7:57 -  8:02 8:05 8:09 -  8:14 8:17 8:21 -  8:26 8:29 8:33 -  8:38 8:41 8:45 -  8:50 8:53 8:57 -  9:03 9:06 9:10 -  9:17 9:20 9:24 -  9:32 9:35 9:40 -  9:47 9:50 9:55 -  10:02 10:05 10:10 -  10:17 10:20 10:25 -  10:32 10:35 10:40 -  10:47 10:50 10:55 -  11:02 11:05 11:10 -  11:17 11:20 11:25 -  11:32 11:35 11:40 -  11:47 11:50 11:55 -  12:02 12:05 12:10 -  12:17 12:20 12:25 -  12:32 12:35 12:40 -  12:47 12:50 12:55 -  1:02 1:05 1:10 -  1:17 1:20 1:25 -  1:32 1:35 1:40 -  1:47 1:50 1:55 -  2:04 2:07 2:12 -  2:19 2:22 2:27 -  2:34 2:37 2:42 -  2:49 2:52 2:57 -  3:04 3:07 3:12 -  3:19 3:22 3:27 -  3:34 3:37 3:42 -  3:46 3:49 3:54 -  3:58 4:01 4:06 -  4:08 4:11 4:16

l — See eastbound schedule for service through Columbia Heights West before 5:50 AM. Note: For service via Pentagon City station after 11 PM see Route 16E - Columbia Pike Line. Nota: Para obtener servicio por la estación de Pentagon City después de las 11 PM, vea la Ruta 16E - de la línea Columbia Pike.

Page 5 of 10 B-50

16G,H,K

Columbia Heights West Pentagon City Line

Westbound To Skyline City/Columbia Heights West Monday thru Friday — Lunes a viernes

Route Number

Pentagon City

Columbia Columbia Pike & Orme Pike & WalSt. ter Reed Dr.

Columbia Pike & George Mason Dr.

Columbia Pike & Buchanan St.

Carlin Dinwiddie George & 9th Sts. Mason Dr. Springs Rd. Jefferson St. & Seminary & Columbia Greenbrier St. (COLUMBIA Pike HTS WEST) & 8th Rd. & Leesburg Rd. (SKYLINE Pike CITY) l l l

PM Service — Servicio vespertino 16G 3:52 3:58 4:03 4:09 4:11 -  -  4:16 4:19 4:24 16H 4:00 4:06 4:11 4:17 4:19 4:25 4:29 -  -  -  16G 4:06 4:12 4:17 4:23 4:25 -  -  4:30 4:33 4:38 16H 4:12 4:19 4:25 4:32 4:34 4:41 4:45 -  -  -  16G 4:18 4:25 4:31 4:38 4:40 -  -  4:46 4:49 4:53 16H 4:24 4:31 4:37 4:44 4:46 4:53 4:57 -  -  -  16G 4:30 4:37 4:43 4:50 4:52 -  -  4:58 5:01 5:05 16H 4:36 4:43 4:49 4:56 4:58 5:05 5:09 -  -  -  16G 4:42 4:49 4:55 5:02 5:04 -  -  5:10 5:13 5:17 16H 4:48 4:55 5:01 5:08 5:10 5:17 5:21 -  -  -  16G 4:54 5:01 5:07 5:14 5:16 -  -  5:22 5:25 5:29 16H 5:00 5:07 5:13 5:20 5:22 5:29 5:33 -  -  -  16G 5:06 5:13 5:19 5:26 5:28 -  -  5:34 5:37 5:41 16H 5:12 5:19 5:25 5:32 5:34 5:41 5:45 -  -  -  16G 5:18 5:25 5:31 5:38 5:40 -  -  5:46 5:49 5:53 16H 5:24 5:31 5:37 5:44 5:46 5:53 5:57 -  -  -  16G 5:30 5:37 5:43 5:50 5:52 -  -  5:58 6:01 6:05 16H 5:36 5:43 5:49 5:56 5:58 6:05 6:09 -  -  -  16G 5:42 5:49 5:55 6:02 6:04 -  -  6:10 6:13 6:17 16H 5:48 5:55 6:01 6:08 6:10 6:17 6:21 -  -  -  16G 5:54 6:01 6:07 6:14 6:16 -  -  6:22 6:25 6:29 16H 6:00 6:07 6:12 6:18 6:20 6:26 6:30 -  -  -  16G 6:06 6:13 6:18 6:24 6:26 -  -  6:32 6:34 6:38 16H 6:12 6:19 6:24 6:30 6:32 6:38 6:42 -  -  -  16G 6:18 6:25 6:30 6:36 6:38 -  -  6:44 6:46 6:50 16H 6:24 6:31 6:36 6:42 6:44 6:50 6:54 -  -  -  16G 6:30 6:37 6:42 6:48 6:50 -  -  6:56 6:58 7:02 16H 6:37 6:44 6:49 6:55 6:57 7:03 7:07 -  -  -  16G 6:44 6:51 6:56 7:02 7:04 -  -  7:10 7:12 7:16 16H 6:51 6:58 7:03 7:09 7:11 7:17 7:21 -  -  -  16G 6:58 7:04 7:09 7:14 7:16 -  -  7:21 7:23 7:26 16G 7:10 7:16 7:21 7:26 7:28 -  -  7:33 7:35 7:38 16G 7:25 7:31 7:36 7:41 7:43 -  -  7:48 7:50 7:53 16G 7:40 7:46 7:51 7:56 7:58 -  -  8:03 8:05 8:08 16G 7:55 8:01 8:06 8:11 8:13 -  -  8:18 8:20 8:23 16G 8:10 8:16 8:21 8:26 8:28 -  -  8:33 8:35 8:38 16G 8:25 8:31 8:36 8:41 8:43 -  -  8:48 8:50 8:53 16G 8:40 8:46 8:51 8:56 8:58 -  -  9:03 9:05 9:08 16G 8:55 9:01 9:06 9:11 9:13 -  -  9:18 9:20 9:23 16G 9:10 9:16 9:21 9:26 9:28 -  -  9:33 9:35 9:38 16G 9:25 9:31 9:36 9:41 9:43 -  -  9:48 9:50 9:53 16G 9:40 9:45 9:50 9:55 9:56 -  -  10:00 10:02 10:05 16G 9:55 10:00 10:05 10:10 10:11 -  -  10:15 10:17 10:20 16G 10:10 10:15 10:20 10:25 10:26 -  -  10:30 10:32 10:35 16G 10:33 10:38 10:43 10:48 10:49 -  -  10:53 10:55 10:58 16G 10:53 10:58 11:03 11:08 11:09 -  -  11:13 11:15 11:18 16G 11:13 11:18 11:23 11:28 11:29 -  -  11:33 11:35 11:38 16G 11:33 11:38 11:43 11:48 11:49 -  -  11:53 11:55 11:58 l — See eastbound schedule for service through Columbia Heights West before 5:50 AM. Note: For service via Pentagon City station after 11 PM see Route 16E - Columbia Pike Line. Nota: Para obtener servicio por la estación de Pentagon City después de las 11 PM, vea la Ruta 16E - de la línea Columbia Pike.

Page 6 of 10 B-51

16G,H,K

Columbia Heights West Pentagon City Line

✱ — After 5:48 AM see westbound schedule for trip times through Columbia Heights West. Additional trips start at Carlin Springs Rd. at 7:26 and 9:12 AM. Note: Route 16K serves Pentagon City at stops on Army-Navy Drive at Hayes Street. Nota: La ruta 16K sirve Pentagon City con paradas en Army-Drive Drive cerca de la calle Hayes. Note: For service via Pentagon City station after 11 PM see Route 16E Columbia Pike Line. Nota: Para obtener servicio por la estación de Pentagon City después de las 11 PM, vea la Ruta 16E - de la línea Columbia Pike. On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate.

Eastbound To Pentagon/Pentagon City stations Saturday — En sábados Carlin Springs Rd. Greenbrier Columbia Columbia Columbia PENTA& Colum- St. & 8th Pike & Pike & Pike & Columbia GON CITY Rd. bia Pike Route Dinwiddie Buchanan George Walter Pike & Number ✱ ✱ & 9th Sts. St. Mason Dr. Reed Dr. Orme St.

PENTAGON

AM Service — Servicio matutino 16K 5:18 5:21 5:24 5:26 5:28 5:32 5:35 -  5:40 16K 5:48 5:51 5:54 5:56 5:58 6:02 6:05 -  6:10 16K -  -  6:23 6:25 6:27 6:31 6:35 -  6:45 16K -  -  6:48 6:50 6:52 6:56 7:00 -  7:10 16G -  -  7:17 7:19 7:21 7:25 7:29 7:34 -  16G 7:26 7:29 7:32 7:34 7:36 7:40 7:44 7:49 -  16G -  -  7:48 7:50 7:52 7:56 8:00 8:05 -  16G -  -  8:04 8:06 8:08 8:12 8:16 8:21 -  16G -  -  8:19 8:21 8:23 8:27 8:31 8:36 -  16G -  -  8:34 8:36 8:38 8:42 8:46 8:51 -  -  -  8:49 8:51 8:53 8:57 9:01 9:06 -  16G 16G -  -  9:04 9:06 9:08 9:12 9:16 9:21 -  16G 9:12 9:15 9:18 9:20 9:22 9:26 9:30 9:35 -  16G -  -  9:29 9:31 9:33 9:37 9:41 9:46 -  16G -  -  9:42 9:44 9:46 9:50 9:54 9:59 -  16G -  -  9:57 9:59 10:01 10:05 10:09 10:14 -  16G -  -  10:11 10:13 10:15 10:20 10:24 10:28 -  -  -  10:26 10:28 10:30 10:35 10:39 10:43 -  16G 16G -  -  10:41 10:43 10:45 10:50 10:54 10:58 -  16G -  -  10:56 10:58 11:00 11:05 11:09 11:13 -  -  -  11:11 11:13 11:15 11:20 11:24 11:28 -  16G 16G -  -  11:26 11:28 11:30 11:35 11:39 11:43 -  -  -  11:41 11:43 11:45 11:50 11:54 11:58 -  16G 16G -  -  11:56 11:58 12:00 12:05 12:09 12:13 -  PM Service — Servicio vespertino 16G -  -  12:11 12:13 12:15 12:20 12:24 12:28 -  16G -  -  12:26 12:28 12:30 12:35 12:39 12:43 -  -  -  12:41 12:43 12:45 12:50 12:54 12:58 -  16G 16G -  -  12:57 12:59 1:01 1:06 1:10 1:14 -  16G -  -  1:13 1:15 1:17 1:22 1:26 1:30 -  -  -  1:28 1:30 1:32 1:37 1:41 1:45 -  16G 16G -  -  1:43 1:45 1:47 1:52 1:56 2:00 -  -  -  1:58 2:00 2:02 2:07 2:11 2:15 -  16G 16G -  -  2:13 2:15 2:17 2:22 2:26 2:30 -  16G -  -  2:28 2:30 2:32 2:37 2:41 2:45 -  -  -  2:43 2:45 2:47 2:52 2:56 3:00 -  16G 16G -  -  2:58 3:00 3:02 3:07 3:11 3:15 -  -  -  3:13 3:15 3:17 3:22 3:26 3:30 -  16G 16G -  -  3:28 3:30 3:32 3:37 3:41 3:45 -  16G -  -  3:43 3:45 3:47 3:52 3:56 4:00 -  16G -  -  3:58 4:00 4:02 4:07 4:11 4:15 -  16G -  -  4:13 4:15 4:17 4:22 4:26 4:30 -  16G -  -  4:28 4:30 4:32 4:37 4:41 4:45 -  -  -  4:43 4:45 4:47 4:52 4:56 5:00 -  16G 16G -  -  4:58 5:00 5:02 5:07 5:11 5:15 -  16G -  -  5:13 5:15 5:17 5:22 5:26 5:30 -  16G -  -  5:28 5:30 5:32 5:37 5:41 5:45 -  16G -  -  5:43 5:45 5:47 5:52 5:56 6:00 -  16G -  -  5:58 6:00 6:02 6:07 6:11 6:15 -  16G -  -  6:13 6:15 6:17 6:22 6:26 6:30 -  16G -  -  6:28 6:30 6:32 6:37 6:41 6:45 -  -  -  6:45 6:47 6:49 6:53 6:56 7:00 -  16G 16G -  -  7:00 7:02 7:04 7:08 7:11 7:15 -  16G -  -  7:15 7:17 7:19 7:23 7:26 7:30 -  16G -  -  7:30 7:32 7:34 7:38 7:41 7:45 -  16G -  -  7:45 7:47 7:49 7:53 7:56 8:00 -  -  -  8:00 8:02 8:04 8:08 8:11 8:15 -  16G 16G -  -  8:14 8:16 8:18 8:22 8:25 8:29 -  16G -  -  8:28 8:30 8:32 8:36 8:39 8:43 -  16G -  -  8:42 8:44 8:46 8:50 8:53 8:57 -  16G -  -  8:57 8:59 9:01 9:05 9:08 9:12 -  16G -  -  9:12 9:14 9:16 9:20 9:23 9:27 -  16G -  -  9:36 9:38 9:40 9:44 9:47 9:51 -  16G -  -  9:58 10:00 10:02 10:06 10:09 10:13 -  16G -  -  10:28 10:30 10:32 10:36 10:39 10:43 -  16G -  -  10:57 10:59 11:01 11:05 11:08 11:12 - 

Page 7 of 10

B-52

16G,H,K

Westbound To Columbia Heights West Saturday — En sábados

Columbia Heights West Pentagon City Line Route Number

l — See eastbound schedule for service through Columbia Heights West before 6:05 AM. On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate.

Pentagon

Pentagon City

Dinwiddie Carlin & 9th Sts. Columbia Columbia Columbia Springs Rd. Greenbrier (COLUM& ColumSt. & BIA HTS Columbia Pike & Pike & Pike & 8th Rd. WEST) Pike & Walter George Buchanan bia Pike Orme St. Reed Dr. Mason Dr. St. l l l

AM Service — Servicio matutino 16K 5:45 -  5:53 5:56 6:00 6:02 6:05 6:08 6:11 16K 6:15 -  6:23 6:26 6:30 6:32 6:35 6:38 6:41 16K 6:45 -  6:53 6:56 7:00 7:02 7:05 7:08 7:11 16K 7:10 -  7:18 7:21 7:25 7:27 7:30 7:33 7:36 16G -  7:41 7:45 7:48 7:52 7:54 7:57 8:00 8:03 16G -  7:56 8:00 8:03 8:07 8:09 8:12 8:15 8:18 16G -  8:10 8:14 8:17 8:21 8:23 8:26 8:29 8:32 16G -  8:24 8:28 8:32 8:36 8:38 8:42 8:45 8:48 16G -  8:39 8:43 8:47 8:51 8:53 8:57 9:00 9:03 16G -  8:56 9:00 9:04 9:08 9:10 9:14 9:17 9:20 16G -  9:11 9:15 9:19 9:23 9:25 9:29 9:32 9:35 16G -  9:26 9:30 9:34 9:38 9:40 9:44 9:47 9:50 16G -  9:41 9:45 9:49 9:53 9:55 9:59 10:02 10:05 16G -  9:56 10:00 10:04 10:08 10:10 10:14 10:17 10:20 16G -  10:11 10:15 10:19 10:23 10:25 10:29 10:32 10:35 16G -  10:26 10:30 10:34 10:38 10:40 10:44 10:47 10:50 16G -  10:41 10:45 10:49 10:53 10:55 10:59 11:02 11:05 16G -  10:56 11:00 11:04 11:08 11:10 11:14 11:17 11:20 16G -  11:11 11:15 11:19 11:23 11:25 11:29 11:32 11:35 16G -  11:26 11:30 11:35 11:40 11:43 11:48 11:52 11:55 16G -  11:41 11:45 11:50 11:55 11:58 12:03 12:07 12:10 16G -  11:56 12:00 12:05 12:10 12:13 12:18 12:22 12:25 PM Service — Servicio vespertino 16G -  12:11 12:15 12:20 12:25 12:28 12:33 12:37 12:40 16G -  12:26 12:30 12:35 12:40 12:43 12:48 12:52 12:55 16G -  12:41 12:45 12:50 12:55 12:58 1:03 1:07 1:10 16G -  12:56 1:00 1:05 1:10 1:13 1:18 1:22 1:25 16G -  1:11 1:15 1:20 1:25 1:28 1:33 1:37 1:40 16G -  1:26 1:30 1:35 1:40 1:43 1:48 1:52 1:55 16G -  1:41 1:45 1:50 1:55 1:58 2:03 2:07 2:10 16G -  1:56 2:00 2:05 2:10 2:13 2:18 2:22 2:25 16G -  2:11 2:15 2:20 2:25 2:28 2:33 2:37 2:40 16G -  2:26 2:30 2:35 2:40 2:43 2:48 2:52 2:55 16G -  2:41 2:45 2:50 2:55 2:58 3:03 3:07 3:10 16G -  2:56 3:00 3:05 3:10 3:13 3:18 3:22 3:25 16G -  3:11 3:15 3:20 3:25 3:28 3:33 3:37 3:40 16G -  3:26 3:30 3:35 3:40 3:43 3:48 3:52 3:55 16G -  3:41 3:45 3:50 3:55 3:58 4:03 4:07 4:10 16G -  3:56 4:00 4:05 4:10 4:13 4:18 4:22 4:25 16G -  4:11 4:15 4:20 4:25 4:28 4:33 4:37 4:40 16G -  4:26 4:30 4:35 4:40 4:43 4:48 4:52 4:55 16G -  4:41 4:45 4:50 4:55 4:58 5:03 5:07 5:10 16G -  4:55 4:59 5:04 5:09 5:12 5:17 5:21 5:24 16G -  5:10 5:15 5:20 5:24 5:27 5:32 5:36 5:39 16G -  5:25 5:30 5:35 5:39 5:42 5:47 5:51 5:54 16G -  5:40 5:45 5:50 5:54 5:57 6:02 6:06 6:09 16G -  5:55 6:00 6:05 6:09 6:12 6:17 6:21 6:24 16G -  6:10 6:15 6:20 6:24 6:27 6:32 6:36 6:39 16G -  6:25 6:30 6:35 6:39 6:42 6:47 6:51 6:54 16G -  6:40 6:45 6:50 6:54 6:57 7:02 7:06 7:09 16G -  6:55 7:00 7:05 7:09 7:12 7:17 7:21 7:24 16G -  7:10 7:15 7:20 7:24 7:27 7:32 7:36 7:39 16G -  7:25 7:30 7:34 7:38 7:40 7:44 7:47 7:50 16G -  7:40 7:45 7:49 7:53 7:55 7:59 8:02 8:05 16G -  7:55 8:00 8:04 8:08 8:10 8:14 8:17 8:20 16G -  8:10 8:15 8:19 8:23 8:25 8:29 8:32 8:35 16G -  8:25 8:30 8:34 8:38 8:40 8:44 8:47 8:50 16G -  8:40 8:45 8:49 8:53 8:55 8:59 9:02 9:05 16G -  8:55 9:00 9:04 9:08 9:10 9:14 9:17 9:20 16G -  9:10 9:15 9:19 9:23 9:25 9:29 9:32 9:35 16G -  9:25 9:30 9:34 9:38 9:40 9:44 9:47 9:50 16G -  9:48 9:53 9:57 10:01 10:03 10:07 10:10 10:13 16G -  10:20 10:25 10:29 10:33 10:35 10:39 10:42 10:45 16G -  10:50 10:55 10:59 11:03 11:05 11:09 11:12 11:15

Page 8 of 10 B-53

16G,H,K

Columbia Heights West Pentagon City Line

Eastbound To Pentagon/Pentagon City stations Sunday — En domingo

Route Number

Carlin Springs Rd. Greenbrier Columbia Columbia Columbia & Colum- St. & 8th Pike & Pike & Pike & Rd. bia Pike Dinwiddie Buchanan George Walter & 9th Sts. St. Mason Dr. Reed Dr. ✱ ✱

PENTAColumbia GON CITY Pike & Orme St.

PENTAGON

AM Service — Servicio matutino 16K 5:51 5:54 5:56 5:57 5:59 6:02 6:05 -  6:10 16K 6:21 6:24 6:26 6:27 6:29 6:32 6:35 -  6:40 16K -  -  6:56 6:57 6:59 7:02 7:05 -  7:10 16G -  -  7:20 7:21 7:23 7:26 7:29 7:39 -  16G -  -  7:50 7:51 7:53 7:56 7:59 8:09 -  16G -  -  8:20 8:21 8:23 8:26 8:29 8:39 -  16G -  -  8:48 8:49 8:51 8:55 8:59 9:09 -  16G -  -  9:18 9:19 9:21 9:25 9:29 9:39 -  16G -  -  9:48 9:49 9:51 9:55 9:59 10:09 -  16G -  -  10:18 10:19 10:21 10:25 10:29 10:39 -  16G -  -  10:48 10:49 10:51 10:55 10:59 11:09 -  16G -  -  11:17 11:18 11:20 11:25 11:29 11:41 -  16G -  -  11:48 11:49 11:51 11:56 12:00 12:12 -  PM Service — Servicio vespertino 16G -  -  12:18 12:19 12:21 12:26 12:30 12:42 -  16G -  -  12:48 12:49 12:51 12:56 1:00 1:12 -  16G -  -  1:18 1:19 1:21 1:26 1:30 1:42 -  16G -  -  1:48 1:49 1:51 1:56 2:00 2:12 -  16G -  -  2:18 2:19 2:21 2:26 2:30 2:42 -  16G -  -  2:48 2:49 2:51 2:56 3:00 3:12 -  16G -  -  3:18 3:19 3:21 3:26 3:30 3:42 -  16G -  -  3:48 3:49 3:51 3:56 4:00 4:12 -  16G -  -  4:18 4:19 4:21 4:26 4:30 4:42 -  16G -  -  4:48 4:49 4:51 4:56 5:00 5:12 -  16G -  -  5:18 5:19 5:21 5:26 5:30 5:42 -  16G -  -  5:49 5:50 5:52 5:56 6:00 6:12 -  16G -  -  6:19 6:20 6:22 6:26 6:30 6:42 -  16G -  -  6:49 6:50 6:52 6:56 7:00 7:12 -  16G -  -  7:18 7:19 7:21 7:25 7:29 7:41 -  16G -  -  7:47 7:48 7:50 7:54 7:58 8:10 -  16G -  -  8:17 8:18 8:20 8:24 8:28 8:40 -  16G -  -  8:48 8:49 8:50 8:54 8:58 9:10 -  16G -  -  9:18 9:19 9:20 9:24 9:28 9:40 -  16G -  -  9:54 9:55 9:56 10:00 10:04 10:14 -  ✱ — After 6:21 AM see westbound schedule for trip times through Columbia Heights West.

Page 9 of 10 B-54

16G,H,K

Columbia Heights West Pentagon City Line

Westbound To Columbia Heights West Sunday — En domingo

Route Number

Pentagon

Pentagon City

Dinwiddie Carlin & 9th Sts. Columbia Columbia Columbia Springs Rd. Greenbrier (COLUM& ColumSt. & BIA HTS Columbia Pike & Pike & Pike & 8th Rd. WEST) Pike & Walter George Buchanan bia Pike Orme St. Reed Dr. Mason Dr. St. l l l

AM Service — Servicio matutino 16K 6:15 -  6:21 6:24 6:27 6:29 6:34 6:37 6:39 16K 6:45 -  6:51 6:54 6:57 6:59 7:04 7:07 7:09 16K 7:15 -  7:21 7:24 7:27 7:29 7:34 7:37 7:39 16G -  7:49 7:52 7:55 7:58 8:00 8:05 8:08 8:10 16G -  8:19 8:22 8:25 8:28 8:30 8:35 8:38 8:40 16G -  8:49 8:52 8:55 8:58 9:00 9:06 9:09 9:12 16G -  9:19 9:22 9:25 9:28 9:30 9:36 9:39 9:42 16G -  9:49 9:52 9:55 9:58 10:00 10:06 10:09 10:12 16G -  10:19 10:22 10:25 10:28 10:30 10:36 10:39 10:42 16G -  10:47 10:51 10:55 10:59 11:01 11:07 11:11 11:14 16G -  11:19 11:23 11:27 11:31 11:33 11:39 11:43 11:46 16G -  11:49 11:53 11:57 12:01 12:03 12:09 12:13 12:16 PM Service — Servicio vespertino 16G -  12:19 12:23 12:27 12:31 12:33 12:39 12:43 12:46 16G -  12:49 12:53 12:57 1:01 1:03 1:09 1:13 1:16 16G -  1:19 1:23 1:27 1:31 1:33 1:39 1:43 1:46 16G -  1:49 1:53 1:57 2:01 2:04 2:11 2:15 2:18 16G -  2:19 2:23 2:27 2:31 2:34 2:41 2:45 2:48 16G -  2:49 2:53 2:57 3:01 3:04 3:11 3:15 3:18 16G -  3:19 3:23 3:27 3:31 3:34 3:41 3:45 3:48 16G -  3:49 3:53 3:57 4:01 4:04 4:11 4:15 4:18 16G -  4:19 4:23 4:27 4:31 4:34 4:41 4:45 4:48 16G -  4:49 4:53 4:57 5:01 5:04 5:11 5:15 5:18 16G -  5:19 5:23 5:27 5:31 5:34 5:41 5:45 5:48 16G -  5:49 5:53 5:57 6:01 6:04 6:11 6:15 6:18 16G -  6:19 6:23 6:27 6:31 6:34 6:41 6:45 6:48 16G -  6:49 6:53 6:57 7:01 7:03 7:09 7:12 7:15 16G -  7:19 7:23 7:27 7:31 7:33 7:39 7:42 7:45 16G -  7:49 7:53 7:57 8:01 8:03 8:09 8:12 8:15 16G -  8:19 8:23 8:27 8:31 8:33 8:39 8:42 8:45 16G -  8:49 8:53 8:57 9:01 9:03 9:09 9:12 9:15 16G -  9:19 9:23 9:27 9:31 9:33 9:39 9:42 9:45 16G -  9:49 9:53 9:57 10:01 10:03 10:09 10:12 10:15 l — See eastbound schedule for service through Columbia Heights West before 6:34 AM. Note: Route 16K serves Pentagon City at stops on Army-Navy Drive at Hayes Street. Nota: La ruta 16K sirve Pentagon City con paradas en Army-Drive Drive cerca de la calle Hayes. Note: For service via Pentagon City station after 10 PM see Route 16E - Columbia Pike Line. Nota: Para obtener servicio por la estación de Pentagon City después de las 10 PM, vea la Ruta 16E - de la línea Columbia Pike. Note: For additional Sunday service via Pentagon City see Route 16P - Columbia Pike Line.

Page 10 of 10 B-55

How to use this timetable ➤ Use the map to find the stops closest to where you will get on and off the bus. ➤ Select the schedule (Weekday, Saturday, Sunday) for when you will travel. Along the top of the schedule, find the stop at or nearest the point where you will get on the bus. Follow that column down to the time you want to leave. ➤ Use the same method to find the times the bus is scheduled to arrive at the stop where you will get off the bus. ➤ If the bus stop is not listed, use the time shown for the bus stop before it as the time to wait at the stop. ➤ The end-of-the-line or last stop is listed in ALL CAPS on the schedule.

Cómo Usar este Horario ➤ Use este mapa para localizar las paradas más cercanas a donde se subirá y bajará del autobús. ➤ Seleccione el horario (Entre semana, sábado, domingo) de cuando viajará. A lo largo de la parte superior del horario, localice la parada o el punto más cercano a la parada en la que se subirá al autobús. Siga esa columna hacia abajo hasta la hora en la que desee salir.

Effective 6-25-17

23A,B,T McLean-Crystal City Line

Serves these locationsBrinda servicio a estas ubicaciones

l Crystal City (23A,B) l Parkfairfax (23A,B) l Shirlington Transit Center l Buckingham l Ballston Common l Ballston-MU station l Central McLean (23A,T) l McLean station (23A,T) l Tysons Corner Center (23A,T)

➤ Utilice el mismo método para localizar las horas en que el autobús está programado para llegar a la parada en donde desea bajarse del autobús. ➤ Si la parada del autobús no está listada use la hora que se muestra en la parada anterior como la hora de espera en la parada. ➤ El final de la ruta o la última parada del autobús aparece en letras MAYÚSCULAS en el horario.

Washington Metropolitan Area Transit Authority A District of Columbia, Maryland and Virginia Transit Partnership

Page 1 of 10 B-56

23A,B,T

For route and schedule information

Call 202-637-7000

McLean-Crystal City Line

www.wmata.com

Legend

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Page 2 of 10

23A,B,T

McLean-Crystal City Line

Westbound to Ballston/Tysons Corner Center Monday thru Friday — Lunes a viernes Route Number

23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B

Bell & 18th Sts. 23rd & Hayes (Crystal Sts. E/B City) (Linden Resources)

-  5:26 -  5:52 -  6:16 -  6:40 -  7:02 -  7:25 -  7:50 -  8:17 -  8:45 -  9:14 -  9:45 -  10:15 -  10:45 -  11:15 -  11:45

-  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  -  - 

23rd & Fern Sts.

-  5:31 -  5:57 -  6:21 -  6:45 -  7:07 -  7:30 -  7:55 -  8:22 -  8:50 -  9:19 -  9:50 -  10:20 -  10:50 -  11:20 -  11:50

Arlington Ridge & S. Glebe Rds.

-  5:35 -  6:01 -  6:25 -  6:49 -  7:11 -  7:34 -  7:59 -  8:26 -  8:54 -  9:23 -  9:54 -  10:24 -  10:54 -  11:24 -  11:54

Shirlington Transit Center

S. Glebe Rd. & Columbia Pike

BALLSTONMU

N. Glebe Rd. & Lee Hwy.

AM Service — Servicio matutino 5:32 5:42 5:52 5:59 5:44 5:54 6:04 -  5:58 6:08 6:18 6:25 6:10 6:20 6:32 -  6:22 6:32 6:44 6:52 6:34 6:44 6:56 -  6:46 6:56 7:08 7:16 6:58 7:08 7:20 -  7:10 7:20 7:32 7:40 7:21 7:34 7:47 -  7:32 7:45 7:58 8:08 7:44 7:57 8:10 -  7:56 8:09 8:22 8:32 8:09 8:21 8:33 -  8:21 8:33 8:45 8:55 8:36 8:48 9:00 -  8:51 9:03 9:15 9:25 9:04 9:16 9:27 -  9:18 9:30 9:41 9:49 9:33 9:45 9:56 -  9:48 10:00 10:11 10:19 10:03 10:14 10:25 -  10:18 10:29 10:40 10:48 10:33 10:44 10:55 -  10:48 10:59 11:10 11:18 11:03 11:14 11:25 -  11:18 11:29 11:40 11:48 11:33 11:44 11:55 -  11:48 11:59 12:10 12:18 12:03 12:14 12:25 - 

Old Dominion Dr. & Kirby Rd.

Old Dominion Dr. & Corner La.

6:06 -  6:32 -  7:00 -  7:24 -  7:48 -  8:17 -  8:41 -  9:03 -  9:33 -  9:56 -  10:26 -  10:55 -  11:25 -  11:55 -  12:25 - 

6:10 -  6:36 -  7:05 -  7:29 -  7:53 -  8:22 -  8:46 -  9:08 -  9:38 -  10:01 -  10:31 -  10:59 -  11:29 -  11:59 -  12:29 - 

McLean

6:18 -  6:44 -  7:13 -  7:37 -  8:01 -  8:31 -  8:55 -  9:17 -  9:47 -  10:09 -  10:39 -  11:07 -  11:37 -  12:07 -  12:37 - 

Tysons Corner Center

6:23 -  6:49 -  7:18 -  7:42 -  8:06 -  8:37 -  9:01 -  9:23 -  9:53 -  10:14 -  10:44 -  11:12 -  11:42 -  12:12 -  12:42 - 

Page 3 of 10 B-58

23A,B,T

McLean-Crystal City Line

Westbound to Ballston/Tysons Corner Center Monday thru Friday — Lunes a viernes Route Number

Bell & 18th Sts. 23rd & Hayes (Crystal Sts. E/B City) (Linden Resources)

23rd & Fern Sts.

Arlington Ridge & S. Glebe Rds.

Shirlington Transit Center

S. Glebe Rd. & Columbia Pike

BALLSTONMU

N. Glebe Rd. & Lee Hwy.

Old Dominion Dr. & Kirby Rd.

Old Dominion Dr. & Corner La.

McLean

Tysons Corner Center

PM Service — Servicio vespertino 23T -  -  -  -  12:18 12:29 12:40 12:48 12:55 12:59 1:07 1:12 23B 12:15 -  12:20 12:24 12:33 12:44 12:55 -  -  -  -  -  23T -  -  -  -  12:48 12:59 1:10 1:18 1:25 1:29 1:37 1:42 23B 12:45 -  12:50 12:54 1:03 1:14 1:25 -  -  -  -  -  23T -  -  -  -  1:18 1:29 1:40 1:48 1:55 1:59 2:07 2:12 23B 1:15 -  1:20 1:24 1:33 1:44 1:55 -  -  -  -  -  23T -  -  -  -  1:48 1:59 2:10 2:18 2:25 2:29 2:37 2:42 23B 1:45 -  1:50 1:54 2:04 2:15 2:27 -  -  -  -  -  23T -  -  -  -  2:19 2:30 2:42 2:50 2:57 3:02 3:10 3:15 23B 2:15 -  2:20 2:24 2:34 2:45 2:57 -  -  -  -  -  -  -  -  -  2:49 3:00 3:12 3:20 3:27 3:32 3:40 3:45 23T 23B 2:45 -  2:50 2:54 3:04 3:15 3:27 -  -  -  -  -  23T -  -  -  -  3:19 3:30 3:42 3:50 3:57 4:02 4:10 4:15 23B 3:15 -  3:20 3:25 3:35 3:47 3:59 -  -  -  -  -  23T -  -  -  -  3:50 4:02 4:14 4:23 4:31 4:36 4:45 4:51 23B 3:44 -  3:49 3:54 4:04 4:16 4:28 -  -  -  -  -  23T -  -  -  -  4:16 4:28 4:40 4:49 4:57 5:02 5:11 5:17 23B 4:07 -  4:13 4:18 4:28 4:40 4:52 -  -  -  -  -  23B -  4:14 4:20 4:25 4:35 4:47 4:59 -  -  -  -  -  23T -  -  -  -  4:41 4:53 5:05 5:14 5:23 5:28 5:39 5:45 23B 4:33 -  4:39 4:44 4:54 5:06 5:18 -  -  -  -  -  -  -  -  -  5:06 5:18 5:30 5:39 5:48 5:53 6:04 6:10 23T 23B 4:55 -  5:01 5:06 5:18 5:30 5:42 -  -  -  -  -  23T -  -  -  -  5:30 5:42 5:54 6:03 6:11 6:15 6:26 6:32 23B 5:19 -  5:25 5:30 5:42 5:54 6:06 -  -  -  -  -  23T -  -  -  -  5:54 6:06 6:18 6:27 6:35 6:39 6:50 6:56 23B 5:43 -  5:49 5:54 6:06 6:18 6:30 -  -  -  -  -  23T -  -  -  -  6:18 6:30 6:42 6:51 6:59 7:03 7:14 7:20 23B 6:10 -  6:16 6:21 6:33 6:45 6:57 -  -  -  -  -  -  -  -  -  6:48 7:00 7:12 7:21 7:29 7:33 7:44 7:50 23T 23B 6:44 -  6:49 6:54 7:03 7:13 7:23 -  -  -  -  -  -  -  -  -  7:18 7:28 7:38 7:46 7:53 7:57 8:05 8:10 23T 23B 7:14 -  7:19 7:24 7:33 7:43 7:53 -  -  -  -  -  23T -  -  -  -  7:48 7:58 8:08 8:16 8:23 8:27 8:35 8:40 23B 7:44 -  7:49 7:54 8:03 8:13 8:23 -  -  -  -  -  23T -  -  -  -  8:18 8:28 8:38 8:46 8:53 8:57 9:05 9:10 23B 8:16 -  8:21 8:25 8:33 8:42 8:50 -  -  -  -  -  23T -  -  -  -  8:48 8:57 9:05 9:12 9:18 9:21 9:27 9:31 23B 8:46 -  8:51 8:55 9:03 9:12 9:20 -  -  -  -  -  23A 9:06 -  9:11 9:15 9:23 9:32 9:40 9:47 9:53 9:56 10:02 10:06 23A 9:35 -  9:40 9:44 9:52 10:01 10:09 10:16 10:22 10:25 10:31 10:35 23A 10:20 -  10:25 10:29 10:37 10:46 10:54 11:01 11:07 11:10 11:16 11:20 23A 11:15 -  11:20 11:24 11:32 11:41 11:49 11:56 12:02 12:05 12:11 12:15 After Midnight Service — Servicio después de la medianoche 23B 12:13 -  12:18 12:22 12:30 12:39 12:47 -  -  -  -  ❍ 23B 1:13 -  1:18 1:22 1:30 1:39 1:47 -  -  -  -  ❍ — Trip operates Friday only. Los autobuses funcionan solamente el viernes.

Page 4 of 10 B-59

23A,B,T

McLean-Crystal City Line

Eastbound To Shirlington/Crystal City Monday thru Friday — Lunes a viernes Route Number

23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T 23B 23T

Tysons Corner Center

-  5:32 -  5:56 -  6:20 -  6:38 -  7:04 -  7:28 -  7:52 -  8:16 -  8:46 -  9:07 -  9:37 -  10:07 -  10:37 -  11:07 -  11:37

McLean

-  5:38 -  6:02 -  6:26 -  6:48 -  7:14 -  7:38 -  8:02 -  8:26 -  8:53 -  9:14 -  9:44 -  10:14 -  10:44 -  11:14 -  11:44

Old Dominion Dr. & Corner La.

-  5:42 -  6:06 -  6:30 -  6:53 -  7:19 -  7:43 -  8:07 -  8:31 -  8:59 -  9:20 -  9:50 -  10:20 -  10:50 -  11:20 -  11:50

Old Dominion Dr. & Kirby Rd.

N. Glebe Rd. & Lee Hwy.

BALLSTONMU

S. Glebe Rd. & Columbia Pike

AM Service — Servicio matutino -  -  5:43 5:53 5:46 5:53 5:58 6:08 -  -  6:10 6:20 6:10 6:17 6:22 6:32 -  -  6:36 6:46 6:34 6:41 6:46 6:56 -  -  7:00 7:12 6:58 7:07 7:14 7:26 -  -  7:27 7:39 7:24 7:33 7:40 7:52 -  -  7:52 8:04 7:48 7:57 8:04 8:16 -  -  8:16 8:28 8:12 8:21 8:28 8:40 -  -  8:40 8:52 8:36 8:45 8:52 9:04 -  -  9:04 9:16 9:03 9:10 9:16 9:28 -  -  9:26 9:38 9:24 9:31 9:37 9:49 -  -  9:52 10:04 9:54 10:01 10:07 10:20 -  -  10:22 10:35 10:24 10:31 10:37 10:50 -  -  10:52 11:05 10:54 11:01 11:07 11:20 -  -  11:22 11:35 11:24 11:31 11:37 11:50 -  -  11:52 12:05 11:54 12:01 12:07 12:20

Shirlington Transit Center

Arlington Ridge & S. Glebe Rds.

23rd & Fern Sts.

6:02 6:17 6:29 6:41 6:55 7:05 7:22 7:36 7:49 8:02 8:14 8:26 8:38 8:50 9:02 9:14 9:25 9:37 9:47 9:58 10:13 10:30 10:45 11:00 11:15 11:30 11:45 12:00 12:15 12:30

6:12 -  6:39 -  7:05 -  7:33 -  8:00 -  8:25 -  8:49 -  9:13 -  9:35 -  9:57 -  10:23 -  10:55 -  11:25 -  11:55 -  12:25 - 

6:16 -  6:43 -  7:09 -  7:38 -  8:05 -  8:30 -  8:54 -  9:18 -  9:39 -  10:01 -  10:27 -  10:59 -  11:29 -  11:59 -  12:29 - 

Bell & 18th Sts. (CRYSTAL CITY)

6:22 -  6:49 -  7:15 -  7:44 -  8:11 -  8:36 -  9:00 -  9:24 -  9:45 -  10:07 -  10:33 -  11:05 -  11:35 -  12:05 -  12:35 - 

Page 5 of 10 B-60

23A,B,T

McLean-Crystal City Line

Eastbound To Shirlington/Crystal City Monday thru Friday — Lunes a viernes Route Number

Tysons Corner Center

McLean

Old Dominion Dr. & Corner La.

Old Dominion Dr. & Kirby Rd.

N. Glebe Rd. & Lee Hwy.

BALLSTONMU

S. Glebe Rd. & Columbia Pike

Shirlington Transit Center

Arlington Ridge & S. Glebe Rds.

23rd & Fern Sts.

Bell & 18th Sts. (CRYSTAL CITY)

PM Service — Servicio vespertino 23B -  -  -  -  -  12:22 12:35 12:45 12:55 12:59 1:05 23T 12:07 12:14 12:20 12:24 12:31 12:37 12:50 1:00 -  -  -  -  -  -  -  -  12:52 1:05 1:15 1:25 1:29 1:35 23B 23T 12:37 12:44 12:50 12:54 1:01 1:07 1:20 1:30 -  -  -  23B -  -  -  -  -  1:22 1:35 1:45 1:55 1:59 2:05 23T 1:07 1:14 1:20 1:24 1:31 1:37 1:50 2:00 -  -  -  23B -  -  -  -  -  1:52 2:05 2:15 2:25 2:29 2:35 23T 1:35 1:42 1:48 1:53 2:01 2:07 2:21 2:31 -  -  -  -  -  -  -  -  2:22 2:36 2:46 2:58 3:02 3:08 23B 23T 2:05 2:12 2:18 2:23 2:31 2:37 2:51 3:01 -  -  -  23B -  -  -  -  -  2:52 3:06 3:16 3:28 3:32 3:38 23T 2:35 2:42 2:48 2:53 3:01 3:07 3:21 3:31 -  -  -  -  -  -  -  -  3:22 3:36 3:46 3:58 4:02 4:08 23B 23T 3:05 3:12 3:18 3:23 3:31 3:37 3:51 4:01 -  -  -  23B -  -  -  -  -  3:47 4:01 4:11 4:23 4:27 4:33 23T 3:30 3:37 3:43 3:48 3:56 4:02 4:16 4:26 -  -  -  23B -  -  -  -  -  4:17 4:32 4:43 4:57 5:02 5:08 3:57 4:05 4:12 4:17 4:26 4:32 4:47 4:58 -  -  -  23T 23B -  -  -  -  -  4:46 5:01 5:12 5:26 5:31 5:37 23T 4:23 4:31 4:38 4:43 4:52 4:58 5:13 5:24 -  -  -  23B -  -  -  -  -  5:10 5:24 5:34 5:46 5:50 5:55 23T 4:46 4:53 5:00 5:06 5:16 5:22 5:36 5:46 -  -  -  -  -  -  -  -  5:34 5:48 5:58 6:10 6:14 6:19 23B 23T 5:10 5:17 5:24 5:30 5:40 5:46 6:00 6:10 -  -  -  23B -  -  -  -  -  5:58 6:12 6:22 6:34 6:38 6:43 23T 5:34 5:41 5:48 5:54 6:04 6:10 6:24 6:34 -  -  -  23B -  -  -  -  -  6:22 6:34 6:43 6:53 6:57 7:02 6:08 6:15 6:20 6:24 6:31 6:36 6:48 6:57 -  -  -  23T 23B -  -  -  -  -  6:51 7:03 7:12 7:22 7:26 7:31 23T 6:38 6:45 6:50 6:54 7:01 7:06 7:18 7:27 -  -  -  23B -  -  -  -  -  7:21 7:33 7:42 7:52 7:56 8:01 23T 7:08 7:15 7:20 7:24 7:31 7:36 7:48 7:57 -  -  -  23B -  -  -  -  -  7:51 8:03 8:12 8:22 8:26 8:31 7:38 7:45 7:50 7:54 8:01 8:06 8:18 8:27 -  -  -  23T 23B -  -  -  -  -  8:21 8:33 8:42 8:52 8:56 9:01 8:08 8:15 8:20 8:24 8:31 8:36 8:48 8:57 -  -  -  23T 23B -  -  -  -  -  8:51 9:02 9:11 9:20 9:24 9:28 23T 8:40 8:47 8:52 8:55 9:01 9:06 9:17 9:26 -  -  -  23B -  -  -  -  -  9:21 9:32 9:41 9:50 9:54 9:58 23A 9:20 9:27 9:32 9:35 9:41 9:46 9:57 10:06 10:15 10:19 10:23 23A 9:50 9:57 10:02 10:05 10:11 10:16 10:27 10:36 10:45 10:49 10:53 23A 10:50 10:57 11:02 11:05 11:11 11:16 11:27 11:36 11:45 11:49 11:53 After Midnight Service — Servicio después de la medianoche 23A 12:23 12:29 12:34 12:37 12:43 12:48 12:57 1:05 1:13 1:17 1:21 ❍ 23B -  -  -  -  -  1:55 2:04 2:13 2:21 2:25 2:30 ❍ — Trip operates Friday only. Los autobuses funcionan solamente el viernes.

Page 6 of 10 B-61

23A,B,T

Westbound to Ballston/Tysons Corner Center

McLean-Crystal City Line

Saturday — Bell & 18th Sts. (Crystal City) Route Number

23rd & Fern Sts.

Arlington Ridge & S. Glebe Rds.

Shirlington Transit Center

S. Glebe Rd. & Columbia Pike

En sábados

BallstonMU

N. Glebe Rd. & Lee Hwy.

Old Dominion Dr. & Kirby Rd.

Old Dominion Dr. & Corner La.

McLean

Tysons Corner Center

AM Service — Servicio matutino 23A 5:45 5:47 5:50 5:59 6:07 6:18 6:23 6:29 6:33 6:39 6:44 23A 6:15 6:17 6:20 6:29 6:37 6:48 6:53 6:59 7:03 7:09 7:14 23A 6:45 6:48 6:52 7:01 7:10 7:22 7:27 7:33 7:37 7:45 7:50 23A 7:15 7:18 7:22 7:31 7:40 7:52 7:57 8:03 8:07 8:15 8:20 23B 7:45 7:48 7:52 8:01 8:10 8:22 -  -  -  -  -  -  -  -  8:16 8:25 8:37 8:42 8:48 8:52 9:00 9:05 23T 23B 8:15 8:18 8:22 8:31 8:40 8:52 -  -  -  -  -  23T -  -  -  8:46 8:55 9:07 9:12 9:18 9:22 9:30 9:35 23B 8:45 8:48 8:52 9:01 9:10 9:22 -  -  -  -  -  23T -  -  -  9:18 9:28 9:40 9:46 9:53 9:57 10:05 10:10 23B 9:15 9:19 9:23 9:33 9:43 9:55 -  -  -  -  -  23T -  -  -  9:48 9:58 10:10 10:16 10:23 10:27 10:35 10:40 23B 9:45 9:49 9:53 10:03 10:13 10:25 -  -  -  -  -  -  -  -  10:18 10:28 10:40 10:46 10:53 10:57 11:05 11:10 23T 23B 10:15 10:19 10:23 10:33 10:43 10:55 -  -  -  -  -  23T -  -  -  10:48 10:58 11:10 11:16 11:23 11:27 11:35 11:40 23B 10:45 10:49 10:53 11:03 11:13 11:25 -  -  -  -  -  23T -  -  -  11:18 11:28 11:40 11:46 11:53 11:57 12:05 12:10 23B 11:15 11:19 11:23 11:33 11:43 11:55 -  -  -  -  -  23T -  -  -  11:48 11:58 12:10 12:16 12:23 12:27 12:35 12:40 23B 11:45 11:49 11:53 12:03 12:13 12:25 -  -  -  -  -  PM Service — Servicio vespertino 23T -  -  -  12:18 12:28 12:40 12:46 12:53 12:57 1:05 1:10 23B 12:13 12:18 12:22 12:33 12:44 12:56 -  -  -  -  -  23T -  -  -  12:48 12:59 1:11 1:17 1:25 1:29 1:37 1:42 23B 12:43 12:48 12:52 1:03 1:14 1:26 -  -  -  -  -  23T -  -  -  1:18 1:29 1:41 1:47 1:55 1:59 2:07 2:12 23B 1:13 1:18 1:22 1:33 1:44 1:56 -  -  -  -  -  23T -  -  -  1:48 1:59 2:11 2:17 2:25 2:29 2:37 2:42 23B 1:43 1:48 1:52 2:03 2:14 2:26 -  -  -  -  -  23T -  -  -  2:18 2:29 2:41 2:47 2:55 2:59 3:07 3:12 23B 2:13 2:18 2:22 2:33 2:44 2:56 -  -  -  -  -  23T -  -  -  2:48 2:59 3:11 3:17 3:25 3:29 3:37 3:42 23B 2:43 2:48 2:52 3:03 3:14 3:26 -  -  -  -  -  23T -  -  -  3:18 3:29 3:41 3:47 3:55 3:59 4:07 4:12 23B 3:13 3:18 3:22 3:33 3:44 3:56 -  -  -  -  -  23T -  -  -  3:48 3:59 4:11 4:17 4:25 4:29 4:37 4:42 23B 3:43 3:48 3:52 4:03 4:14 4:26 -  -  -  -  -  23T -  -  -  4:18 4:29 4:41 4:47 4:55 4:59 5:07 5:12 23B 4:15 4:19 4:23 4:33 4:43 4:55 -  -  -  -  -  23T -  -  -  4:48 4:58 5:10 5:16 5:23 5:26 5:33 5:38 23B 4:45 4:49 4:53 5:03 5:13 5:25 -  -  -  -  -  23T -  -  -  5:18 5:28 5:40 5:46 5:53 5:56 6:03 6:08 23B 5:15 5:19 5:23 5:33 5:43 5:55 -  -  -  -  -  23T -  -  -  5:48 5:58 6:10 6:16 6:23 6:26 6:33 6:38 23B 5:45 5:49 5:53 6:03 6:13 6:25 -  -  -  -  -  23T -  -  -  6:17 6:26 6:38 6:43 6:49 6:52 6:59 7:04 23B 6:15 6:18 6:22 6:32 6:41 6:53 -  -  -  -  -  23T -  -  -  6:47 6:56 7:08 7:13 7:19 7:22 7:29 7:34 23B 6:45 6:48 6:52 7:02 7:11 7:23 -  -  -  -  -  23T -  -  -  7:17 7:26 7:38 7:43 7:49 7:52 7:59 8:04 23B 7:15 7:18 7:22 7:32 7:41 7:53 -  -  -  -  -  23T -  -  -  7:47 7:56 8:08 8:13 8:19 8:22 8:29 8:34 23B 7:45 7:48 7:52 8:02 8:11 8:23 -  -  -  -  -  23T -  -  -  8:17 8:26 8:38 8:43 8:49 8:52 8:59 9:04 23B 8:15 8:18 8:22 8:32 8:41 8:53 -  -  -  -  -  23T -  -  -  8:47 8:56 9:08 9:13 9:19 9:22 9:29 9:34 23B 8:45 8:48 8:52 9:02 9:11 9:23 -  -  -  -  -  23A 9:25 9:27 9:31 9:41 9:50 10:01 10:04 10:10 10:13 10:19 10:24 23A 10:25 10:27 10:31 10:41 10:50 11:01 11:04 11:10 11:13 11:19 11:24 23A 11:25 11:27 11:31 11:41 11:50 12:01 12:04 12:10 12:13 12:19 12:24 After Midnight Service — Servicio después de la medianoche 23B 12:25 12:27 12:31 12:41 12:50 1:01 -  -  -  - 

Page 7 of 10 B-62

23A,B,T

McLean-Crystal City Line

Route Number

Tysons Corner Center

McLean

Eastbound to Shirlington/Crystal City Saturday — En sábados Old Dominion Dr. & Corner La.

Old Dominion Dr. & Kirby Rd.

N. Glebe Rd. & Lee Hwy.

BallstonMU

S. Glebe Rd. & Columbia Pike

Shirlington Transit Center

Arlington Ridge & S. Glebe Rds.

23rd & Fern Sts.

Bell & 18th Sts. (CRYSTAL CITY)

AM Service — Servicio matutino 23A 5:50 5:56 6:02 6:05 6:11 6:15 6:24 6:31 6:39 6:42 6:47 23A 6:20 6:26 6:32 6:35 6:41 6:45 6:54 7:01 7:09 7:12 7:17 23A 6:50 6:56 7:02 7:05 7:11 7:15 7:24 7:31 7:39 7:42 7:47 23B -  -  -  -  -  7:46 7:57 8:05 8:15 8:19 8:24 7:40 7:46 7:52 7:56 8:02 8:06 8:17 8:25 -  -  -  23T 23B -  -  -  -  -  8:21 8:32 8:40 8:50 8:54 8:59 8:10 8:16 8:22 8:26 8:32 8:36 8:47 8:55 -  -  -  23T 23B -  -  -  -  -  8:51 9:02 9:10 9:20 9:24 9:29 23T 8:40 8:46 8:52 8:56 9:02 9:06 9:17 9:25 -  -  -  -  -  -  -  -  9:21 9:32 9:40 9:50 9:54 9:59 23B 23T 9:10 9:16 9:22 9:26 9:32 9:36 9:47 9:55 -  -  -  -  -  -  -  -  9:51 10:02 10:10 10:20 10:24 10:29 23B 23T 9:40 9:46 9:52 9:56 10:02 10:06 10:17 10:25 -  -  -  23B -  -  -  -  -  10:21 10:32 10:40 10:50 10:54 10:59 23T 10:05 10:12 10:19 10:23 10:30 10:36 10:49 10:58 -  -  -  23B -  -  -  -  -  10:51 11:04 11:13 11:23 11:27 11:33 23T 10:35 10:42 10:49 10:53 11:00 11:06 11:19 11:28 -  -  -  23B -  -  -  -  -  11:21 11:34 11:43 11:53 11:57 12:03 23T 11:05 11:12 11:19 11:23 11:30 11:36 11:49 11:58 -  -  -  23B -  -  -  -  -  11:51 12:04 12:13 12:23 12:27 12:33 23T 11:35 11:42 11:49 11:53 12:00 12:06 12:19 12:28 -  -  -  PM Service — Servicio vespertino 23B -  -  -  -  -  12:21 12:34 12:43 12:53 12:57 1:03 23T 12:05 12:12 12:19 12:23 12:30 12:36 12:49 12:58 -  -  -  23B -  -  -  -  -  12:51 1:04 1:13 1:23 1:27 1:33 23T 12:35 12:42 12:49 12:53 1:00 1:06 1:19 1:28 -  -  -  23B -  -  -  -  -  1:21 1:34 1:43 1:53 1:57 2:03 23T 1:05 1:12 1:19 1:23 1:30 1:36 1:49 1:58 -  -  -  23B -  -  -  -  -  1:51 2:04 2:13 2:23 2:27 2:33 23T 1:35 1:42 1:49 1:53 2:00 2:06 2:19 2:28 -  -  -  23B -  -  -  -  -  2:21 2:34 2:43 2:53 2:57 3:03 23T 2:05 2:12 2:19 2:23 2:30 2:36 2:49 2:58 -  -  -  23B -  -  -  -  -  2:51 3:04 3:13 3:23 3:27 3:33 23T 2:35 2:42 2:49 2:53 3:00 3:06 3:19 3:28 -  -  -  23B -  -  -  -  -  3:21 3:34 3:43 3:53 3:57 4:03 23T 3:05 3:12 3:19 3:23 3:30 3:36 3:49 3:58 -  -  -  23B -  -  -  -  -  3:51 4:04 4:13 4:23 4:27 4:33 23T 3:35 3:42 3:49 3:53 4:00 4:06 4:19 4:28 -  -  -  23B -  -  -  -  -  4:21 4:34 4:43 4:53 4:57 5:03 23T 4:05 4:12 4:19 4:23 4:30 4:36 4:49 4:58 -  -  -  23B -  -  -  -  -  4:51 5:04 5:13 5:23 5:27 5:33 23T 4:35 4:42 4:49 4:53 5:00 5:06 5:19 5:28 -  -  -  23B -  -  -  -  -  5:21 5:34 5:43 5:53 5:57 6:03 23T 5:05 5:12 5:19 5:23 5:30 5:36 5:49 5:58 -  -  -  23B -  -  -  -  -  5:51 6:04 6:13 6:23 6:27 6:33 23T 5:35 5:42 5:49 5:53 6:00 6:06 6:19 6:28 -  -  -  23B -  -  -  -  -  6:20 6:32 6:41 6:51 6:55 7:01 23T 6:05 6:12 6:18 6:22 6:29 6:35 6:47 6:56 -  -  -  23B -  -  -  -  -  6:50 7:02 7:11 7:21 7:25 7:31 23T 6:35 6:42 6:48 6:52 6:59 7:05 7:17 7:26 -  -  -  23B -  -  -  -  -  7:20 7:32 7:41 7:51 7:55 8:01 23T 7:05 7:12 7:18 7:22 7:29 7:35 7:47 7:56 -  -  -  23B -  -  -  -  -  7:50 8:02 8:11 8:21 8:25 8:31 23T 7:35 7:42 7:48 7:52 7:59 8:05 8:17 8:26 -  -  -  23B -  -  -  -  -  8:20 8:32 8:41 8:51 8:55 9:01 23T 8:05 8:12 8:18 8:22 8:29 8:35 8:47 8:56 -  -  -  23B -  -  -  -  -  8:50 9:02 9:11 9:21 9:25 9:31 23A 9:05 9:11 9:16 9:19 9:25 9:29 9:38 9:46 9:56 10:00 10:06 23A 10:00 10:06 10:11 10:14 10:20 10:24 10:33 10:41 10:51 10:55 11:01 23A 11:00 11:06 11:11 11:14 11:20 11:24 11:33 11:41 11:51 11:55 12:01 After Midnight Service — Servicio después de la medianoche 23A 12:00 12:06 12:11 12:14 12:20 12:24 12:33 12:41 12:51 12:55 1:01 23B -  -  -  -  -  1:24 1:33 1:41 1:51 1:55 2:01

Page 8 of 10

B-63

23A,B,T

McLean-Crystal City Line

Westbound to Ballston/Tysons Corner Center Sunday — En domingo Bell & 18th Sts. (Crystal City) Route Number

23rd & Fern Sts.

Arlington Ridge & S. Glebe Rds.

Shirlington Transit Center

S. Glebe Rd. & Columbia Pike

BallstonMU

N. Glebe Rd. & Lee Hwy.

Old Dominion Dr. & Kirby Rd.

Old Dominion Dr. & Corner La.

McLean

Tysons Corner Center

AM Service — Servicio matutino 23A 6:25 6:27 6:30 6:38 6:47 6:58 7:04 7:10 7:14 7:21 7:25 23A 7:25 7:27 7:30 7:38 7:47 7:58 8:04 8:10 8:14 8:21 8:25 23B 7:55 7:57 8:00 8:08 8:17 8:28 -  -  -  -  -  23T -  -  -  8:42 8:52 9:02 9:09 9:16 9:20 9:27 9:31 23B 8:55 9:00 9:04 9:12 9:22 9:32 -  -  -  -  -  23T -  -  -  9:42 9:52 10:02 10:09 10:16 10:20 10:27 10:31 23B 9:55 10:00 10:04 10:12 10:22 10:32 -  -  -  -  -  23T -  -  -  10:43 10:53 11:03 11:10 11:17 11:22 11:29 11:35 23B 10:55 11:00 11:04 11:13 11:23 11:33 -  -  -  -  -  23T -  -  -  11:43 11:53 12:03 12:10 12:17 12:22 12:29 12:35 23B 11:55 12:00 12:04 12:13 12:23 12:33 -  -  -  -  -  PM Service — Servicio vespertino 23T -  -  -  12:43 12:53 1:03 1:10 1:17 1:22 1:29 1:35 23B 12:55 1:00 1:04 1:13 1:23 1:33 -  -  -  -  -  23T -  -  -  1:43 1:53 2:03 2:10 2:17 2:22 2:29 2:35 23B 1:55 2:00 2:04 2:13 2:23 2:33 -  -  -  -  -  23T -  -  -  2:43 2:53 3:03 3:10 3:17 3:22 3:29 3:35 23B 2:55 3:00 3:04 3:13 3:23 3:33 -  -  -  -  -  23T -  -  -  3:43 3:53 4:03 4:10 4:17 4:22 4:29 4:35 23B 3:55 4:00 4:04 4:13 4:23 4:33 -  -  -  -  -  23T -  -  -  4:44 4:54 5:04 5:11 5:18 5:22 5:30 5:35 23B 4:55 5:01 5:05 5:14 5:24 5:34 -  -  -  -  -  23T -  -  -  5:44 5:54 6:04 6:11 6:18 6:22 6:30 6:35 23B 5:55 6:01 6:05 6:14 6:24 6:34 -  -  -  -  -  23T -  -  -  6:44 6:54 7:04 7:11 7:18 7:22 7:30 7:35 23B 6:55 7:01 7:05 7:14 7:24 7:34 -  -  -  -  -  23T -  -  -  7:44 7:54 8:04 8:11 8:18 8:22 8:30 8:35 23B 7:55 8:01 8:05 8:14 8:24 8:34 -  -  -  -  -  23A 8:25 8:31 8:35 8:44 8:54 9:04 9:11 9:18 9:22 9:30 9:35 23A 9:25 9:30 9:34 9:41 9:51 10:01 10:08 10:15 10:19 10:25 10:30 23A 10:25 10:30 10:34 10:41 10:51 11:01 11:08 11:15 11:19 11:25 11:30

Page 9 of 10 B-64

23A,B,T

McLean-Crystal City Line

Eastbound to Shirlington/Crystal City Sunday — En domingo Route Number

Tysons Corner Center

McLean

Old Dominion Dr. & Corner La.

Old Dominion Dr. & Kirby Rd.

N. Glebe Rd. & Lee Hwy.

BallstonMU

S. Glebe Arlington Rd. Ridge & Shirling& Columbia ton S. Glebe Pike Transit Center Rds.

23rd & Fern Sts.

Bell & 18th Sts. (CRYSTAL CITY)

AM Service — Servicio matutino 23A 5:45 5:50 5:55 5:58 6:04 6:09 6:19 6:26 6:36 6:40 6:45 23A 6:45 6:50 6:55 6:58 7:04 7:09 7:19 7:26 7:36 7:40 7:45 23A 7:45 7:50 7:55 7:58 8:04 8:09 8:19 8:26 8:36 8:40 8:45 23B -  -  -  -  -  8:42 8:54 9:03 9:14 9:18 9:23 23T 8:45 8:50 8:57 9:00 9:06 9:12 9:24 9:33 -  -  -  23B -  -  -  -  -  9:42 9:54 10:03 10:14 10:18 10:23 23T 9:45 9:50 9:57 10:00 10:06 10:12 10:24 10:33 -  -  -  23B -  -  -  -  -  10:42 10:54 11:03 11:14 11:18 11:23 23T 10:45 10:50 10:57 11:00 11:06 11:12 11:24 11:33 -  -  -  23B -  -  -  -  -  11:44 11:58 12:07 12:18 12:22 12:27 23T 11:45 11:51 11:57 12:01 12:08 12:14 12:28 12:37 -  -  -  PM Service — Servicio vespertino 23B -  -  -  -  -  12:44 12:58 1:07 1:18 1:22 1:27 23T 12:45 12:51 12:57 1:01 1:08 1:14 1:28 1:37 -  -  -  23B -  -  -  -  -  1:44 1:58 2:07 2:18 2:22 2:27 23T 1:45 1:51 1:57 2:01 2:08 2:14 2:28 2:37 -  -  -  23B -  -  -  -  -  2:44 2:58 3:07 3:18 3:22 3:27 23T 2:45 2:51 2:57 3:01 3:08 3:14 3:28 3:37 -  -  -  23B -  -  -  -  -  3:44 3:58 4:07 4:18 4:22 4:27 23T 3:45 3:51 3:57 4:01 4:08 4:14 4:28 4:37 -  -  -  23B -  -  -  -  -  4:44 4:58 5:07 5:18 5:22 5:27 23T 4:45 4:51 4:57 5:01 5:08 5:14 5:28 5:37 -  -  -  23B -  -  -  -  -  5:44 5:58 6:07 6:18 6:22 6:27 23T 5:45 5:51 5:57 6:01 6:08 6:14 6:28 6:37 -  -  -  23B -  -  -  -  -  6:44 6:55 7:03 7:13 7:17 7:22 23T 6:45 6:51 6:58 7:01 7:08 7:14 7:25 7:33 -  -  -  23B -  -  -  -  -  7:44 7:55 8:03 8:13 8:17 8:22 23T 7:45 7:51 7:58 8:01 8:08 8:14 8:25 8:33 -  -  -  23B -  -  -  -  -  8:44 8:55 9:03 9:13 9:17 9:22 23A 8:45 8:51 8:58 9:01 9:08 9:14 9:25 9:33 9:43 9:47 9:52 23A 9:45 9:51 9:58 10:01 10:08 10:14 10:25 10:33 10:43 10:47 10:52 23A 10:45 10:50 10:55 10:58 11:03 11:08 11:17 11:24 11:33 11:37 11:42 After Midnight Service — Servicio después de la medianoche 23A 12:00 12:05 12:10 12:13 12:18 12:23 12:32 12:39 12:48 12:52 12:57

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B-68

3/3

Westmont Shopping Center August 13, 2018

APPENDIX C PEAK HOUR VEHICULAR, PEDESTRIAN, & BICYCLE COUNTS

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - All Vehicles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 S.Glebe Rd. & 7th Street S. Arlington County,VA

Southbound Time South Glebe Road - 120 Period Right Thru Left Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 2 101 9 112 7:15 AM - 7:30 AM 5 132 15 152 7:30 AM - 7:45 AM 5 172 20 197 7:45 AM - 8:00 AM 6 198 24 228 8:00 AM - 8:15 AM 7 169 13 189 8:15 AM - 8:30 AM 3 172 9 184 8:30 AM - 8:45 AM 4 166 12 182 8:45 AM - 9:00 AM 10 180 12 202 9:00 AM - 9:15 AM 5 151 8 164 9:15 AM - 9:30 AM 0 152 4 156 9:30 AM - 9:45 AM 5 168 8 181 9:45 AM - 10:00 AM 5 161 9 175 Total 57 1922 143 2122 AM One Hour Volumes 7:00 AM - 8:00 AM 18 603 68 689 7:15 AM - 8:15 AM 23 671 72 766 7:30 AM - 8:30 AM 21 711 66 798 7:45 AM - 8:45 AM 20 705 58 783 8:00 AM - 9:00 AM 24 687 46 757 8:15 AM - 9:15 AM 22 669 41 732 8:30 AM - 9:30 AM 19 649 36 704 8:45 AM - 9:45 AM 20 651 32 703 9:00 AM - 10:00 AM 15 632 29 676 PM 15 Minute Volumes 4:00 PM - 4:15 PM 6 253 13 272 4:15 PM - 4:30 PM 9 303 12 324 4:30 PM - 4:45 PM 4 301 9 314 4:45 PM - 5:00 PM 8 320 6 334 5:00 PM - 5:15 PM 11 309 12 332 5:15 PM - 5:30 PM 10 277 16 303 5:30 PM - 5:45 PM 9 312 17 338 5:45 PM - 6:00 PM 12 307 11 330 6:00 PM - 6:15 PM 12 233 11 256 6:15 PM - 6:30 PM 4 265 17 286 6:30 PM - 6:45 PM 3 236 13 252 6:45 PM - 7:00 PM 5 232 9 246 Total 93 3348 146 3587 PM One Hour Volumes 4:00 PM - 5:00 PM 27 1177 40 1244 4:15 PM - 5:15 PM 32 1233 39 1304 4:30 PM - 5:30 PM 33 1207 43 1283 4:45 PM - 5:45 PM 38 1218 51 1307 5:00 PM - 6:00 PM 42 1205 56 1303 5:15 PM - 6:15 PM 43 1129 55 1227 5:30 PM - 6:30 PM 37 1117 56 1210 5:45 PM - 6:45 PM 31 1041 52 1124 6:00 PM - 7:00 PM 24 966 50 1040

PHF

0.76 0.84 0.88 0.86 0.94 0.91 0.87 0.87 0.93

0.93 0.98 0.96 0.97 0.96 0.91 0.89 0.85 0.91

DATE: 9/14/2017 DAY: Thursday WEATHER: clear COUNTED BY: Amela & Teuta INPUTED BY: agan Westbound 7th Street South Right Thru Left Total PHF

Northbound South Glebe Road - 120 Right Thru Left Total

3 24 19 29 17 10 16 14 17 10 17 6 182

1 2 7 11 12 8 3 3 6 7 4 2 66

5 2 1 0 3 1 2 3 10 2 1 2 32

9 28 27 40 32 19 21 20 33 19 22 10 280

5 11 13 20 27 26 28 26 9 7 7 0 179

346 375 392 383 357 362 323 353 315 318 315 282 4121

1 1 0 3 0 1 2 2 1 4 1 0 16

352 387 405 406 384 389 353 381 325 329 323 282 4316

75 89 75 72 57 57 57 58 50

21 32 38 34 26 20 19 20 19

8 6 5 6 9 16 17 16 15

104 127 118 112 92 93 93 94 84

49 71 86 101 107 89 70 49 23

1496 1507 1494 1425 1395 1353 1309 1301 1230

5 4 4 6 5 6 9 8 6

1550 1582 1584 1532 1507 1448 1388 1358 1259

13 9 11 10 15 12 13 15 13 9 9 10 139

9 14 21 12 23 20 19 25 17 6 13 13 192

7 5 5 10 5 4 8 3 4 7 6 3 67

29 28 37 32 43 36 40 43 34 22 28 26 398

3 5 5 12 7 5 6 12 10 16 11 17 109

164 199 199 187 205 208 236 242 197 193 204 185 2419

1 1 0 3 1 1 1 3 1 0 2 1 15

168 205 204 202 213 214 243 257 208 209 217 203 2543

43 45 48 50 55 53 50 46 41

56 70 76 74 87 81 67 61 49

27 25 24 27 20 19 22 20 20

126 140 148 151 162 153 139 127 110

25 29 29 30 30 33 44 49 54

749 790 799 836 891 883 868 836 779

5 5 5 6 6 6 5 6 4

779 824 833 872 927 922 917 891 837

0.65 0.79 0.74 0.70 0.72 0.70 0.70 0.71 0.64

0.85 0.81 0.86 0.88 0.94 0.89 0.81 0.74 0.81

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

C-1

PHF

0.95 0.97 0.98 0.94 0.97 0.93 0.91 0.89 0.96

0.95 0.97 0.97 0.90 0.90 0.90 0.89 0.87 0.96

Right

South Glebe Road - 120 South Glebe Road - 120 7th Street South 7th Street South

Eastbound 7th Street South Thru Left Total

3 2 2 3 2 1 2 4 2 2 0 2 25

9 14 29 39 46 36 21 12 10 4 10 5 235

8 34 58 42 30 26 22 20 16 12 11 12 291

20 50 89 84 78 63 45 36 28 18 21 19 551

10 9 8 8 9 9 10 8 6

91 128 150 142 115 79 47 36 29

142 164 156 120 98 84 70 59 51

243 301 314 270 222 172 127 103 86

1 0 2 0 1 1 5 2 1 2 2 1 18

4 11 3 5 3 13 8 9 10 12 6 2 86

9 12 8 11 8 9 12 12 4 10 9 6 110

14 23 13 16 12 23 25 23 15 24 17 9 214

3 3 4 7 9 9 10 7 6

23 22 24 29 33 40 39 37 30

40 39 36 40 41 37 38 35 29

66 64 64 76 83 86 87 79 65

North & PHF South

East & West

464 539 602 634 573 573 535 583 489 485 504 457 6438

29 78 116 124 110 82 66 56 61 37 43 29 831

493 617 718 758 683 655 601 639 550 522 547 486 7269

2239 2348 2382 2315 2264 2180 2092 2061 1935

347 428 432 382 314 265 220 197 170

2586 2776 2814 2697 2578 2445 2312 2258 2105

440 529 518 536 545 517 581 587 464 495 469 449 6130

43 51 50 48 55 59 65 66 49 46 45 35 612

483 580 568 584 600 576 646 653 513 541 514 484 6742

2023 2128 2116 2179 2230 2149 2127 2015 1877

192 204 212 227 245 239 226 206 175

2215 2332 2328 2406 2475 2388 2353 2221 2052

0.68 0.85 0.88 0.80 0.71 0.68 0.71 0.72 0.77

0.72 0.70 0.70 0.76 0.83 0.86 0.87 0.82 0.68

Total

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - Bicycles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 S.Glebe Rd. & 7th Street S. Arlington County,VA

Southbound Time South Glebe Road - 120 Period Right Thru Left Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 0 7:15 AM - 7:30 AM 1 1 7:30 AM - 7:45 AM 0 7:45 AM - 8:00 AM 0 8:00 AM - 8:15 AM 0 8:15 AM - 8:30 AM 0 8:30 AM - 8:45 AM 0 8:45 AM - 9:00 AM 0 9:00 AM - 9:15 AM 0 9:15 AM - 9:30 AM 0 9:30 AM - 9:45 AM 0 9:45 AM - 10:00 AM 0 Total 0 1 0 1 AM One Hour Volumes 7:00 AM - 8:00 AM 0 1 0 1 7:15 AM - 8:15 AM 0 1 0 1 7:30 AM - 8:30 AM 0 0 0 0 7:45 AM - 8:45 AM 0 0 0 0 8:00 AM - 9:00 AM 0 0 0 0 8:15 AM - 9:15 AM 0 0 0 0 8:30 AM - 9:30 AM 0 0 0 0 8:45 AM - 9:45 AM 0 0 0 0 9:00 AM - 10:00 AM 0 0 0 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 1 1 4:15 PM - 4:30 PM 0 4:30 PM - 4:45 PM 0 4:45 PM - 5:00 PM 0 5:00 PM - 5:15 PM 0 5:15 PM - 5:30 PM 1 1 5:30 PM - 5:45 PM 0 5:45 PM - 6:00 PM 0 6:00 PM - 6:15 PM 0 6:15 PM - 6:30 PM 0 6:30 PM - 6:45 PM 0 6:45 PM - 7:00 PM 0 Total 2 0 0 2 PM One Hour Volumes 4:00 PM - 5:00 PM 1 0 0 1 4:15 PM - 5:15 PM 0 0 0 0 4:30 PM - 5:30 PM 1 0 0 1 4:45 PM - 5:45 PM 1 0 0 1 5:00 PM - 6:00 PM 1 0 0 1 5:15 PM - 6:15 PM 1 0 0 1 5:30 PM - 6:30 PM 0 0 0 0 5:45 PM - 6:45 PM 0 0 0 0 6:00 PM - 7:00 PM 0 0 0 0

DATE: DAY: WEATHER: COUNTED BY: INPUTED BY: Westbound 7th Street South Right Thru Left 2

9/14/2017 Thursday clear Teuta agan

Total

0

2 9

2

2 1 1 3 0 1 0 0 1 0 0 2 11

0 0 0 0 0 0 0 0 0

5 3 4 4 1 2 1 1 3

2 2 1 0 0 0 0 0 0

7 5 5 4 1 2 1 1 3

1 1

1

1 1 3 1

1

1

1 8

2

2 1 1 0 1 0 1 1 3 0 0 1 11

1 1 1 0 0 0 0 0 0

2 2 1 2 3 4 4 3 3

1 0 0 0 0 1 1 1 1

4 3 2 2 3 5 5 4 4

1 1 1 1 2

1

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD: Northbound South Glebe Road - 120 Right Thru Left Total

0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

0

1 13

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

6 5 5 5 3 3 4 4 4

0

2 2

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 2

1

1 4

0

1 0 0 0 1 0 0 0 1 1 0 1 5

0 0 0 0 0 0 1 1 1

1 1 1 1 1 1 1 1 2

0 0 0 0 0 0 0 0 0

1 1 1 1 1 1 2 2 3

1

1 1

C-2

Eastbound 7th Street South Right Thru Left

0 0 0 0 0 0 0 0 0 0 0 0 0

1

South Glebe Road - 120 South Glebe Road - 120 7th Street South 7th Street South

1 2

North & Total South

East & West

Total

0

1 2 0 3 0 2 0 1 0 3 0 1 13

0 1 0 0 0 0 0 0 0 0 0 0 1

3 3 1 6 0 3 0 1 1 3 0 3 24

3 4 1 6 0 3 0 1 1 3 0 3 25

0 0 0 0 0 0 0 0 0

6 5 5 5 3 3 4 4 4

1 1 0 0 0 0 0 0 0

13 10 10 9 4 5 5 5 7

14 11 10 9 4 5 5 5 7

1

0 0 0 0 1 0 0 0 0 0 0 2 3

2 0 0 0 1 1 0 0 1 1 0 1 7

2 1 1 0 2 0 1 1 3 0 0 3 14

4 1 1 0 3 1 1 1 4 1 0 4 21

0 1 1 1 1 0 0 0 0

0 1 1 1 1 0 0 0 2

2 1 2 2 2 2 2 2 3

4 4 3 3 4 5 5 4 6

6 5 5 5 6 7 7 6 9

3 2 1 3

1

Wells + Associates, Inc. McLean, Virginia Pedestrian Volume Survey

Time Period 1 AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 1 8:30 AM - 8:45 AM 1 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 1 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total 3 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 1 7:45 AM - 8:45 AM 2 8:00 AM - 9:00 AM 2 8:15 AM - 9:15 AM 3 8:30 AM - 9:30 AM 2 8:45 AM - 9:45 AM 1 9:00 AM - 10:00 AM 1 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 1 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 1 6:30 PM - 6:45 PM 2 6:45 PM - 7:00 PM Total 4 PM One Hour Volumes 4:00 PM - 5:00 PM 1 4:15 PM - 5:15 PM 1 4:30 PM - 5:30 PM 0 4:45 PM - 5:45 PM 0 5:00 PM - 6:00 PM 0 5:15 PM - 6:15 PM 0 5:30 PM - 6:30 PM 1 5:45 PM - 6:45 PM 3 6:00 PM - 7:00 PM 3

Westmont Shopping Center 7298 S.Glebe Rd. & 7th Street S. Arlington County,VA 9/14/2017 Thursday clear Amela agan

2

3

4

5

4 7

3 5 6

Movement 7

6

2 3

2 5 3

2 2 3 3

8

North

South Glebe Road - 120

1

2 2

1 2

7th Street South

South Glebe Road - 120 7th Street South

PROJECT: W+A JOB NO: INTERSECTION: LOCATION: DATE: DAY: WEATHER: COUNTED BY: INPUTED BY:

3 3

3 1 1 1 3 1 3

8

1+2

3+4

5+6

7+ 8

Total

0 0 1 4 6 7 6 5 3

8 7 5 2 3 6 6 6 3

7 10 12 13 15 16 28 25 22

7 9 8 13 12 9 13 7 12

22 26 26 32 36 38 53 43 40

1 1 0 0 0 0 3 6 6

3 5 9 8 12 14 12 16 14

23 21 17 14 10 17 25 30 33

19 21 17 13 15 16 16 21 19

46 48 43 35 37 47 56 73 72

1

2 3

4 4 8

6

1 3

1 2

2 6

10

4

2 20

2 24

3 20

2 11

0 0 0 2 4 4 4 4 2

4 3 3 0 3 6 6 6 3

4 4 2 2 0 0 0 0 0

0 0 2 2 6 10 16 16 14

7 10 10 11 9 6 12 9 8

6 6 6 8 7 5 7 4 7

1 3 2 5 5 4 6 3 5

1 1

2 3 4

2 3 4 5

2 3 4

1

1 2 4

3

5 4 3 4 3 26

3

1 4 1 5 6 7 5 38

0 0 0 0 0 0 2 3 3

1 3 7 7 11 13 12 16 14

2 2 2 1 1 1 0 0 0

9 9 8 9 6 11 16 19 23

2 1

C-3

4 2 3 2 3 28

2 1 2 3 4 1 4 1 27

4 3 3 2 2 1 2 1 2 4 2 26

14 12 9 5 4 6 9 11 10

9 9 7 5 8 10 10 12 10

10 12 10 8 7 6 6 9 9

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - All Vehicles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 S Glebe Rd & 9th Street S Arlington

Time Period Right AM 15 Minute Volumes 7:00 AM - 7:15 AM 2 7:15 AM - 7:30 AM 2 7:30 AM - 7:45 AM 3 7:45 AM - 8:00 AM 5 8:00 AM - 8:15 AM 4 8:15 AM - 8:30 AM 2 8:30 AM - 8:45 AM 1 8:45 AM - 9:00 AM 3 9:00 AM - 9:15 AM 4 9:15 AM - 9:30 AM 3 9:30 AM - 9:45 AM 2 9:45 AM - 10:00 AM 2 Total 33 AM One Hour Volumes 7:00 AM - 8:00 AM 12 7:15 AM - 8:15 AM 14 7:30 AM - 8:30 AM 14 7:45 AM - 8:45 AM 12 8:00 AM - 9:00 AM 10 8:15 AM - 9:15 AM 10 8:30 AM - 9:30 AM 11 8:45 AM - 9:45 AM 12 9:00 AM - 10:00 AM 11 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4 4:15 PM - 4:30 PM 5 4:30 PM - 4:45 PM 13 4:45 PM - 5:00 PM 11 5:00 PM - 5:15 PM 11 5:15 PM - 5:30 PM 7 5:30 PM - 5:45 PM 6 5:45 PM - 6:00 PM 9 6:00 PM - 6:15 PM 14 6:15 PM - 6:30 PM 2 6:30 PM - 6:45 PM 4 6:45 PM - 7:00 PM 6 Total 92 PM One Hour Volumes 4:00 PM - 5:00 PM 33 4:15 PM - 5:15 PM 40 4:30 PM - 5:30 PM 42 4:45 PM - 5:45 PM 35 5:00 PM - 6:00 PM 33 5:15 PM - 6:15 PM 36 5:30 PM - 6:30 PM 31 5:45 PM - 6:45 PM 29 6:00 PM - 7:00 PM 26

Southbound S Glebe Rd Thru Left Total 0 0 0 0 0 0 0 0 0 0 0 0 0

2 1 1 0 1 2 3 0 1 1 1 1 14

4 3 4 5 5 4 4 3 5 4 3 3 47

0 0 0 0 0 0 0 0 0

4 3 4 6 6 6 5 3 4

16 17 18 18 16 16 16 15 15

0 0 0 0 0 0 0 0 0 0 0 0 0

4 0 1 2 1 1 2 1 1 1 1 1 16

8 5 14 13 12 8 8 10 15 3 5 7 108

0 0 0 0 0 0 0 0 0

7 4 5 6 5 5 5 4 4

40 44 47 41 38 41 36 33 30

PHF

0.80 0.85 0.90 0.90 0.80 0.80 0.80 0.75 0.75

0.71 0.79 0.84 0.79 0.79 0.68 0.60 0.55 0.50

DATE: 11/1/2017 DAY: Wednesday WEATHER: clear COUNTED BY: Laura INPUTED BY: Jose Westbound 9th Street S Right Thru Left Total PHF 7 4 7 3 5 2 3 4 1 3 4 1 44

0 1 2 0 1 0 0 1 0 1 1 2 9

2 4 0 1 1 3 3 3 0 1 3 0 21

9 9 9 4 7 5 6 8 1 5 8 3 74

21 19 17 13 14 10 11 12 9

3 4 3 1 2 1 2 3 4

7 6 5 8 10 9 7 7 4

31 29 25 22 26 20 20 22 17

7 3 1 4 8 2 4 4 4 4 5 2 48

4 1 3 0 2 3 4 4 1 2 3 1 28

1 2 1 0 3 6 2 2 2 3 2 3 27

12 6 5 4 13 11 10 10 7 9 10 6 103

15 16 15 18 18 14 16 17 15

8 6 8 9 13 12 11 10 7

4 6 10 11 13 12 9 9 10

27 28 33 38 44 38 36 36 32

0.86 0.81 0.69 0.79 0.81 0.63 0.63 0.69 0.53

0.56 0.54 0.63 0.73 0.85 0.86 0.90 0.90 0.80

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

Right

Northbound S Glebe Rd Thru Left Total

1 0 2 1 6 2 3 0 2 0 1 1 19

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 1 1 0 0 2 3 2 1 0 3 13

1 0 3 2 6 2 5 3 4 1 1 4 32

4 9 11 12 11 7 5 3 4

0 0 0 0 0 0 0 0 0

2 2 2 3 5 7 8 6 6

6 11 13 15 16 14 13 9 10

2 1 3 1 2 3 0 3 4 1 2 2 24

0 0 0 0 0 0 0 0 0 0 0 0 0

1 4 3 6 4 0 1 2 3 3 5 0 32

3 5 6 7 6 3 1 5 7 4 7 2 56

7 7 9 6 8 10 8 10 9

0 0 0 0 0 0 0 0 0

14 17 13 11 7 6 9 13 11

21 24 22 17 15 16 17 23 20

C-4

PHF

0.50 0.46 0.54 0.63 0.67 0.70 0.65 0.56 0.63

0.75 0.86 0.79 0.61 0.63 0.57 0.61 0.82 0.71

Right

S Glebe Rd S Glebe Rd 9th Street S 9th Street S

Eastbound 9th Street S Thru Left Total

3 5 2 4 6 1 2 1 4 2 1 1 32

0 0 1 1 1 3 0 0 0 0 0 0 6

2 2 9 5 10 3 5 5 3 0 2 7 53

5 7 12 10 17 7 7 6 7 2 3 8 91

14 17 13 13 10 8 9 8 8

2 3 6 5 4 3 0 0 0

18 26 27 23 23 16 13 10 12

34 46 46 41 37 27 22 18 20

2 3 1 0 5 1 1 1 1 2 2 1 20

0 0 0 0 0 0 0 0 1 0 0 0 1

1 3 2 2 3 1 3 4 0 3 2 4 28

3 6 3 2 8 2 4 5 2 5 4 5 49

6 9 7 7 8 4 5 6 6

0 0 0 0 0 1 1 1 1

8 10 8 9 11 8 10 9 9

14 19 15 16 19 13 16 16 16

North & PHF South

East & West

5 3 7 7 11 6 9 6 9 5 4 7 79

14 16 21 14 24 12 13 14 8 7 11 11 165

19 19 28 21 35 18 22 20 17 12 15 18 244

22 28 31 33 32 30 29 24 25

65 75 71 63 63 47 42 40 37

87 103 102 96 95 77 71 64 62

11 10 20 20 18 11 9 15 22 7 12 9 164

15 12 8 6 21 13 14 15 9 14 14 11 152

26 22 28 26 39 24 23 30 31 21 26 20 316

61 68 69 58 53 57 53 56 50

41 47 48 54 63 51 52 52 48

102 115 117 112 116 108 105 108 98

0.71 0.68 0.68 0.60 0.54 0.96 0.79 0.64 0.63

0.58 0.59 0.47 0.50 0.59 0.65 0.80 0.80 0.80

Total

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - Bicycles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 S Glebe Rd & 9th Street S Arlington

Time Period Right AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total 0 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 0 7:45 AM - 8:45 AM 0 8:00 AM - 9:00 AM 0 8:15 AM - 9:15 AM 0 8:30 AM - 9:30 AM 0 8:45 AM - 9:45 AM 0 9:00 AM - 10:00 AM 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM Total 0 PM One Hour Volumes 4:00 PM - 5:00 PM 0 4:15 PM - 5:15 PM 0 4:30 PM - 5:30 PM 0 4:45 PM - 5:45 PM 0 5:00 PM - 6:00 PM 0 5:15 PM - 6:15 PM 0 5:30 PM - 6:30 PM 0 5:45 PM - 6:45 PM 0 6:00 PM - 7:00 PM 0

Southbound S Glebe Rd Thru Left

Total

DATE: DAY: WEATHER: COUNTED BY: INPUTED BY: Westbound 9th Street S Right Thru Left

11/1/2017 Wednesday clear Laura Jose

Total

2

0

0 0 0 0 0 0 1 0 1 0 0 0 2

0 0 0 1 1 2 2 1 1

0 0 0 0 0 0 0 0 0

0 0 0 1 1 2 2 1 1

3

0

0 0 1 0 0 1 0 0 1 0 0 0 3

0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

1 1 2 1 1 2 1 1 1

0 0 0 0 0 0 0 0 0

1 1 2 1 1 2 1 1 1

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

1 1

1

1

1

0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

Right

Northbound S Glebe Rd Thru Left 1

Total

Right

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0

3

0

1 0 2 0 0 0 0 0 0 0 0 0 3

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

3 2 2 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

3 2 2 0 0 0 0 0 0

1

0

4

0

0 0 1 0 1 0 2 0 0 0 0 0 4

3

0 0 0 0 0 0 0 0 0

1 2 2 3 3 2 2 0 0

0 0 0 0 0 0 0 0 0

1 2 2 3 3 2 2 0 0

0 2 2 3 3 1 1 0 0

2

1 1 2

C-5

S Glebe Rd S Glebe Rd 9th Street S 9th Street S

Eastbound 9th Street S Thru Left

North & Total South

East & West

Total

1

0

0

0 0 0 1 0 0 0 0 0 0 0 0 1

1 1 1 1 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

1 1 1 1 0 0 0 0 0

3 2 2 1 1 2 2 1 1

1 1 1 1 0 0 0 0 0

4 3 3 2 1 2 2 1 1

0

0

0 0 0 0 2 0 1 0 0 0 0 0 3

0 0 2 0 1 1 2 0 1 0 0 0 7

0 0 0 0 2 0 1 0 0 0 0 0 3

0 0 2 0 3 1 3 0 1 0 0 0 10

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 2 2 3 3 1 1 0 0

2 3 4 4 4 4 3 1 1

0 2 2 3 3 1 1 0 0

2 5 6 7 7 5 4 1 1

1

2

1 0 2 0 0 0 1 0 1 0 0 0 5

0 0 0 1 0 0 0 0 0 0 0 0 1

1 0 2 1 0 0 1 0 1 0 0 0 6

Wells + Associates, Inc. McLean, Virginia Pedestrian Volume Survey

Time Period 1 AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total 0 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 0 7:45 AM - 8:45 AM 0 8:00 AM - 9:00 AM 0 8:15 AM - 9:15 AM 0 8:30 AM - 9:30 AM 0 8:45 AM - 9:45 AM 0 9:00 AM - 10:00 AM 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM Total 0 PM One Hour Volumes 4:00 PM - 5:00 PM 0 4:15 PM - 5:15 PM 0 4:30 PM - 5:30 PM 0 4:45 PM - 5:45 PM 0 5:00 PM - 6:00 PM 0 5:15 PM - 6:15 PM 0 5:30 PM - 6:30 PM 0 5:45 PM - 6:45 PM 0 6:00 PM - 7:00 PM 0

Westmont Shopping Center 7298 S Glebe Rd & 9th Street S Arlington 11/1/2017 Wednesday clear Laura Jose

2

3

4

1

S Glebe Rd

4 7

Movement 7

6

3

8

1 1

1 1

1

1

3 1

1 2 3

3+4

5+6

7+ 8

Total

0 0 0 0 0 0 0 0 0

7 9 8 7 6 3 5 6 5

4 5 2 2 1 0 0 1 1

4 4 4 2 2 6 7 10 10

15 18 14 11 9 9 12 17 16

0 0 0 0 0 0 0 0 0

5 7 6 7 14 14 15 15 16

0 0 0 1 2 2 3 4 3

6 5 6 4 4 6 5 4 5

11 12 12 12 20 22 23 23 24

1

2

1

0

7

11

2

4

7

9

0 0 0 0 0 0 0 0 0

1 5 5 4 4 0 0 2 2

6 4 3 3 2 3 5 4 3

1 1 1 1 0 0 0 1 1

3 4 1 1 1 0 0 0 0

2 2 2 1 1 4 4 4 4

2 2 2 1 1 2 3 6 6

1 1 1 1

1 1

0

3 17

2 2 1 1 2 6 18

0 0 0 0 0 0 0 0 0

2 4 4 3 9 9 9 9 6

3 3 2 4 5 5 6 6 10

6 2 1

1+2

1

1 1 1 2

2 1

North

6

4

1 1

3 5 S Glebe Rd

5 2 1 1 2

8

9th Street S

1 2

9th Street S

PROJECT: W+A JOB NO: INTERSECTION: LOCATION: DATE: DAY: WEATHER: COUNTED BY: INPUTED BY:

1 1

1 1

1 1 2

1 1 2

1

1

3

2

1 6

1 9

0 0 0 1 1 1 1 2 2

0 0 0 0 1 1 2 2 1

2 2 3 3 2 2 2 1 2

4 3 3 1 2 4 3 3 3

2

C-6

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - All Vehicles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 S Highland St & 9th Street S Arlington

Time Period Right AM 15 Minute Volumes 7:00 AM - 7:15 AM 0 7:15 AM - 7:30 AM 1 7:30 AM - 7:45 AM 2 7:45 AM - 8:00 AM 0 8:00 AM - 8:15 AM 2 8:15 AM - 8:30 AM 2 8:30 AM - 8:45 AM 2 8:45 AM - 9:00 AM 4 9:00 AM - 9:15 AM 2 9:15 AM - 9:30 AM 0 9:30 AM - 9:45 AM 1 9:45 AM - 10:00 AM 1 Total 17 AM One Hour Volumes 7:00 AM - 8:00 AM 3 7:15 AM - 8:15 AM 5 7:30 AM - 8:30 AM 6 7:45 AM - 8:45 AM 6 8:00 AM - 9:00 AM 10 8:15 AM - 9:15 AM 10 8:30 AM - 9:30 AM 8 8:45 AM - 9:45 AM 7 9:00 AM - 10:00 AM 4 PM 15 Minute Volumes 4:00 PM - 4:15 PM 1 4:15 PM - 4:30 PM 1 4:30 PM - 4:45 PM 1 4:45 PM - 5:00 PM 2 5:00 PM - 5:15 PM 1 5:15 PM - 5:30 PM 1 5:30 PM - 5:45 PM 0 5:45 PM - 6:00 PM 1 6:00 PM - 6:15 PM 0 6:15 PM - 6:30 PM 0 6:30 PM - 6:45 PM 1 6:45 PM - 7:00 PM 1 Total 10 PM One Hour Volumes 4:00 PM - 5:00 PM 5 4:15 PM - 5:15 PM 5 4:30 PM - 5:30 PM 5 4:45 PM - 5:45 PM 4 5:00 PM - 6:00 PM 3 5:15 PM - 6:15 PM 2 5:30 PM - 6:30 PM 1 5:45 PM - 6:45 PM 2 6:00 PM - 7:00 PM 2

Southbound S Highland St Thru Left Total 0 5 10 14 13 4 6 20 16 3 7 5 103

1 1 1 1 2 0 2 12 1 0 1 2 24

1 7 13 15 17 6 10 36 19 3 9 8 144

29 42 41 37 43 46 45 46 31

4 5 4 5 16 15 15 14 4

36 52 51 48 69 71 68 67 39

12 17 19 8 9 7 10 7 12 9 4 6 120

1 1 3 2 0 2 0 5 1 2 3 1 21

14 19 23 12 10 10 10 13 13 11 8 8 151

56 53 43 34 33 36 38 32 31

7 6 7 4 7 8 8 11 7

68 64 55 42 43 46 47 45 40

PHF

0.60 0.76 0.75 0.71 0.48 0.49 0.47 0.47 0.51

0.74 0.70 0.60 0.88 0.83 0.88 0.90 0.87 0.77

DATE: 11/1/2017 DAY: Wednesday WEATHER: clear COUNTED BY: Victor INPUTED BY: Jose Westbound 9th Street S Right Thru Left Total PHF 2 3 4 2 1 1 8 13 2 0 5 0 41

3 4 1 1 2 0 2 5 0 3 2 1 24

1 2 2 3 6 4 3 3 5 3 3 4 39

6 9 7 6 9 5 13 21 7 6 10 5 104

11 10 8 12 23 24 23 20 7

9 8 4 5 9 7 10 10 6

8 13 15 16 16 15 14 14 15

28 31 27 33 48 46 47 44 28

1 1 1 0 1 3 1 0 2 2 4 4 20

8 6 1 3 2 10 3 5 4 9 3 5 59

12 6 7 8 16 12 9 9 19 15 10 10 133

21 13 9 11 19 25 13 14 25 26 17 19 212

3 3 5 5 5 6 5 8 12

18 12 16 18 20 22 21 21 21

33 37 43 45 46 49 52 53 54

54 52 64 68 71 77 78 82 87

0.78 0.86 0.75 0.63 0.57 0.55 0.56 0.52 0.70

0.64 0.68 0.64 0.68 0.71 0.77 0.75 0.79 0.84

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

Right

Northbound S Highland St Thru Left Total

4 4 6 5 10 6 7 6 9 4 8 3 72

8 15 32 37 31 26 18 28 11 6 5 6 223

2 3 4 4 1 1 4 5 3 0 1 4 32

14 22 42 46 42 33 29 39 23 10 14 13 327

19 25 27 28 29 28 26 27 24

92 115 126 112 103 83 63 50 28

13 12 10 10 11 13 12 9 8

124 152 163 150 143 124 101 86 60

4 6 5 2 9 9 5 8 10 7 12 9 86

11 15 15 19 17 18 10 18 19 16 13 12 183

2 1 4 1 3 7 4 3 5 2 4 6 42

17 22 24 22 29 34 19 29 34 25 29 27 311

17 22 25 25 31 32 30 37 38

60 66 69 64 63 65 63 66 60

8 9 15 15 17 19 14 14 17

85 97 109 104 111 116 107 117 115

C-7

PHF

0.67 0.83 0.89 0.82 0.85 0.79 0.65 0.55 0.65

0.89 0.84 0.80 0.76 0.82 0.85 0.79 0.86 0.85

Right

S Highland St S Highland St 9th Street S 9th Street S

Eastbound 9th Street S Thru Left Total

0 2 2 3 0 1 0 4 5 0 3 1 21

3 3 1 2 2 1 4 6 2 1 0 2 27

1 0 1 1 1 2 3 6 0 1 0 0 16

4 5 4 6 3 4 7 16 7 2 3 3 64

7 7 6 4 5 10 9 12 9

9 8 6 9 13 13 13 9 5

3 3 5 7 12 11 10 7 1

19 18 17 20 30 34 32 28 15

4 0 2 1 2 6 6 3 2 2 1 0 29

0 0 1 2 1 0 4 4 4 2 2 2 22

0 0 0 1 0 1 1 1 1 0 0 0 5

4 0 3 4 3 7 11 8 7 4 3 2 56

7 5 11 15 17 17 13 8 5

3 4 4 7 9 12 14 12 10

1 1 2 3 3 4 3 2 1

11 10 17 25 29 33 30 22 16

North & PHF South

East & West

15 29 55 61 59 39 39 75 42 13 23 21 471

10 14 11 12 12 9 20 37 14 8 13 8 168

25 43 66 73 71 48 59 112 56 21 36 29 639

160 204 214 198 212 195 169 153 99

47 49 44 53 78 80 79 72 43

207 253 258 251 290 275 248 225 142

31 41 47 34 39 44 29 42 47 36 37 35 462

25 13 12 15 22 32 24 22 32 30 20 21 268

56 54 59 49 61 76 53 64 79 66 57 56 730

153 161 164 146 154 162 154 162 155

65 62 81 93 100 110 108 104 103

218 223 245 239 254 272 262 266 258

0.79 0.75 0.71 0.71 0.47 0.53 0.50 0.44 0.54

0.69 0.63 0.61 0.57 0.66 0.75 0.68 0.69 0.57

Total

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - Bicycles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 S Highland St & 9th Street S Arlington

Time Period Right AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total 0 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 0 7:45 AM - 8:45 AM 0 8:00 AM - 9:00 AM 0 8:15 AM - 9:15 AM 0 8:30 AM - 9:30 AM 0 8:45 AM - 9:45 AM 0 9:00 AM - 10:00 AM 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM Total 0 PM One Hour Volumes 4:00 PM - 5:00 PM 0 4:15 PM - 5:15 PM 0 4:30 PM - 5:30 PM 0 4:45 PM - 5:45 PM 0 5:00 PM - 6:00 PM 0 5:15 PM - 6:15 PM 0 5:30 PM - 6:30 PM 0 5:45 PM - 6:45 PM 0 6:00 PM - 7:00 PM 0

Southbound S Highland St Thru Left

Total

DATE: DAY: WEATHER: COUNTED BY: INPUTED BY: Westbound 9th Street S Right Thru Left

11/1/2017 Wednesday clear Victor Jose

Total

2

0

0 0 0 0 0 0 1 0 1 0 0 0 2

0 0 0 1 1 2 2 1 1

0 0 0 0 0 0 0 0 0

0 0 0 1 1 2 2 1 1

3

0

0 0 1 0 0 1 0 0 1 0 0 0 3

0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

1 1 2 1 1 2 1 1 1

0 0 0 0 0 0 0 0 0

1 1 2 1 1 2 1 1 1

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

1 1

1

1

1

0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

Right

Northbound S Highland St Thru Left 1

Total

Right

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0

3

0

1 0 2 0 0 0 0 0 0 0 0 0 3

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

3 2 2 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

3 2 2 0 0 0 0 0 0

1

0

4

0

0 0 1 0 1 0 0 2 0 0 0 0 4

3

0 0 0 0 0 0 0 0 0

1 2 2 1 3 2 2 2 0

0 0 0 0 0 0 0 0 0

1 2 2 1 3 2 2 2 0

0 2 2 3 3 1 1 0 0

2

1 1

2

C-8

S Highland St S Highland St 9th Street S 9th Street S

Eastbound 9th Street S Thru Left

North & Total South

East & West

Total

1

0

0

0 0 0 0 1 0 0 0 0 0 0 0 1

0 1 1 1 1 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 1 1 1 1 0 0 0 0

3 2 2 1 1 2 2 1 1

0 1 1 1 1 0 0 0 0

3 3 3 2 2 2 2 1 1

0

0

0 0 0 0 2 0 1 0 0 0 0 0 3

0 0 2 0 1 1 0 2 1 0 0 0 7

0 0 0 0 2 0 1 0 0 0 0 0 3

0 0 2 0 3 1 1 2 1 0 0 0 10

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 2 2 3 3 1 1 0 0

2 3 4 2 4 4 3 3 1

0 2 2 3 3 1 1 0 0

2 5 6 5 7 5 4 3 1

1

2

1 0 2 0 0 0 1 0 1 0 0 0 5

0 0 0 0 1 0 0 0 0 0 0 0 1

1 0 2 0 1 0 1 0 1 0 0 0 6

Wells + Associates, Inc. McLean, Virginia Pedestrian Volume Survey

Time Period 1 AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 1 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 2 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 1 9:45 AM - 10:00 AM Total 4 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 1 7:30 AM - 8:30 AM 1 7:45 AM - 8:45 AM 1 8:00 AM - 9:00 AM 3 8:15 AM - 9:15 AM 2 8:30 AM - 9:30 AM 2 8:45 AM - 9:45 AM 3 9:00 AM - 10:00 AM 1 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 2 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 1 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM Total 3 PM One Hour Volumes 4:00 PM - 5:00 PM 2 4:15 PM - 5:15 PM 3 4:30 PM - 5:30 PM 1 4:45 PM - 5:45 PM 1 5:00 PM - 6:00 PM 1 5:15 PM - 6:15 PM 0 5:30 PM - 6:30 PM 0 5:45 PM - 6:45 PM 0 6:00 PM - 7:00 PM 0

Westmont Shopping Center 7298 S Highland St & 9th Street S Arlington 11/1/2017 Wednesday clear Victor Jose

2

3

4

4

1 13

1 1 2 4 3 3 2 0 0

23 36 37 29 24 12 9 9 9

7 8 2 3 3 3 4 2 3

2 1 3 1 2

5 3 4 5 3

11

2 5 6 4 2 3 2 1 4 3 4 3 39

7 7 6 4 3 1 2 1 1

17 17 15 11 8 10 10 12 14

1 2

1

1

2 8

4 7

3 5

9th Street S

1

North

6 S Highland St

5

5 10 8 13 6 2 3 1 3 2 3 56

1

S Highland St

9th Street S

PROJECT: W+A JOB NO: INTERSECTION: LOCATION: DATE: DAY: WEATHER: COUNTED BY: INPUTED BY:

Movement 7

6

6 1

8

1 2

5

1 2

2 2

2 1

2 1

3

1 2 12

1 1 14

0

1 1 1 2 1 1 2 1 1

3 4 5 3 5 5 3 4 4

5 7 9 4 6 5 3 4 3

0 0 0 0 0 0 0 0 0

1+2

3+4

5+6

7+ 8

Total

1 2 3 5 6 5 4 3 1

30 44 39 32 27 15 13 11 12

4 5 6 5 6 6 5 5 5

5 7 9 4 6 5 3 4 3

40 58 57 46 45 31 25 23 21

9 10 7 5 4 1 2 1 1

34 32 27 21 13 13 14 14 17

3 4 7 5 7 6 4 7 7

10 11 8 7 8 8 8 5 3

56 57 49 38 32 28 28 27 28

1 1 2 1 1

1

1

2 3 4 1 3

2 1 1 3

2

3 2 3

1

2

1 25

1 2 1 11

1 2 6

0

21

17 15 12 10 5 3 4 2 3

2 3 6 4 5 4 2 4 4

1 1 1 1 2 2 2 3 3

0 0 0 0 0 0 0 0 0

10 11 8 7 8 8 8 5 3

1 1

C-9

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - All Vehicles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 Columbia Pike & S. Monroe St. Arlington County,VA

Time Period Right AM 15 Minute Volumes 7:00 AM - 7:15 AM 1 7:15 AM - 7:30 AM 2 7:30 AM - 7:45 AM 2 7:45 AM - 8:00 AM 4 8:00 AM - 8:15 AM 3 8:15 AM - 8:30 AM 6 8:30 AM - 8:45 AM 0 8:45 AM - 9:00 AM 2 9:00 AM - 9:15 AM 3 9:15 AM - 9:30 AM 1 9:30 AM - 9:45 AM 6 9:45 AM - 10:00 AM 3 Total 33 AM One Hour Volumes 7:00 AM - 8:00 AM 9 7:15 AM - 8:15 AM 11 7:30 AM - 8:30 AM 15 7:45 AM - 8:45 AM 13 8:00 AM - 9:00 AM 11 8:15 AM - 9:15 AM 11 8:30 AM - 9:30 AM 6 8:45 AM - 9:45 AM 12 9:00 AM - 10:00 AM 13 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4 4:15 PM - 4:30 PM 8 4:30 PM - 4:45 PM 6 4:45 PM - 5:00 PM 5 5:00 PM - 5:15 PM 7 5:15 PM - 5:30 PM 10 5:30 PM - 5:45 PM 8 5:45 PM - 6:00 PM 12 6:00 PM - 6:15 PM 3 6:15 PM - 6:30 PM 5 6:30 PM - 6:45 PM 5 6:45 PM - 7:00 PM 1 Total 74 PM One Hour Volumes 4:00 PM - 5:00 PM 23 4:15 PM - 5:15 PM 26 4:30 PM - 5:30 PM 28 4:45 PM - 5:45 PM 30 5:00 PM - 6:00 PM 37 5:15 PM - 6:15 PM 33 5:30 PM - 6:30 PM 28 5:45 PM - 6:45 PM 25 6:00 PM - 7:00 PM 14

Southbound South Monroe Street Thru Left Total 2 6 7 9 6 4 4 3 2 3 2 4 52

0 3 0 4 1 5 2 4 0 0 0 3 22

3 11 9 17 10 15 6 9 5 4 8 10 107

24 28 26 23 17 13 12 10 11

7 8 10 12 12 11 6 4 3

40 47 51 48 40 35 24 26 27

10 19 13 21 22 16 21 25 14 11 11 8 191

3 4 2 2 4 5 2 5 4 4 1 0 36

17 31 21 28 33 31 31 42 21 20 17 9 301

63 75 72 80 84 76 71 61 44

11 12 13 13 16 16 15 14 9

97 113 113 123 137 125 114 100 67

PHF

0.59 0.69 0.75 0.71 0.67 0.58 0.67 0.72 0.68

0.78 0.86 0.86 0.93 0.82 0.74 0.68 0.60 0.80

DATE: 9/14/2017 DAY: Thursday WEATHER: clear COUNTED BY: Gina & Irma INPUTED BY: agan Westbound Columbia Pike - 244 Right Thru Left Total PHF 0 0 0 3 3 0 1 3 1 2 0 1 14

68 78 108 95 94 89 81 87 109 77 89 85 1060

2 5 7 3 3 4 1 5 10 9 1 4 54

70 83 115 101 100 93 83 95 120 88 90 90 1128

3 6 6 7 7 5 7 6 4

349 375 386 359 351 366 354 362 360

17 18 17 11 13 20 25 25 24

369 399 409 377 371 391 386 393 388

3 1 0 1 2 3 4 2 3 4 3 2 28

202 220 239 230 262 246 228 221 224 226 203 194 2695

17 12 16 23 14 11 10 14 16 18 13 19 183

222 233 255 254 278 260 242 237 243 248 219 215 2906

5 4 6 10 11 12 13 12 12

891 951 977 966 957 919 899 874 847

68 65 64 58 49 51 58 61 66

964 1020 1047 1034 1017 982 970 947 925

0.80 0.87 0.89 0.93 0.93 0.81 0.80 0.82 0.81

0.95 0.92 0.94 0.93 0.91 0.94 0.98 0.95 0.93

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

Right

Northbound South Monroe Street Thru Left Total

18 35 27 20 34 21 15 10 17 12 13 12 234

9 21 31 30 25 23 18 15 9 10 4 6 201

7 10 16 11 14 14 8 13 11 11 9 3 127

34 66 74 61 73 58 41 38 37 33 26 21 562

100 116 102 90 80 63 54 52 54

91 107 109 96 81 65 52 38 29

44 51 55 47 49 46 43 44 34

235 274 266 233 210 174 149 134 117

11 13 14 12 20 12 14 21 18 10 9 15 169

3 3 2 3 8 5 6 5 8 9 5 7 64

9 18 11 12 7 10 11 11 10 11 15 4 129

23 34 27 27 35 27 31 37 36 30 29 26 362

50 59 58 58 67 65 63 58 52

11 16 18 22 24 24 28 27 29

50 48 40 40 39 42 43 47 40

111 123 116 120 130 131 134 132 121

C-10

PHF

0.79 0.93 0.90 0.80 0.72 0.75 0.91 0.88 0.79

0.82 0.88 0.83 0.86 0.88 0.89 0.91 0.89 0.84

South Monroe Street South Monroe Street Columbia Pike - 244 Columbia Pike - 244

Right

Eastbound Columbia Pike - 244 Thru Left Total

8 10 13 4 14 26 13 12 13 9 11 6 139

249 286 295 287 327 310 298 205 192 185 156 147 2937

1 7 12 4 4 4 2 6 2 2 6 0 50

258 303 320 295 345 340 313 223 207 196 173 153 3126

35 41 57 57 65 64 47 45 39

1117 1195 1219 1222 1140 1005 880 738 680

24 27 24 14 16 14 12 16 10

1176 1263 1300 1293 1221 1083 939 799 729

11 16 16 20 19 19 17 14 16 8 10 8 174

167 153 150 155 179 150 187 182 159 167 155 174 1978

2 2 0 1 4 1 4 3 3 1 6 1 28

180 171 166 176 202 170 208 199 178 176 171 183 2180

63 71 74 75 69 66 55 48 42

625 637 634 671 698 678 695 663 655

5 7 6 10 12 11 11 13 11

693 715 714 756 779 755 761 724 708

North & PHF South

East & West

37 77 83 78 83 73 47 47 42 37 34 31 669

328 386 435 396 445 433 396 318 327 284 263 243 4254

365 463 518 474 528 506 443 365 369 321 297 274 4923

275 321 317 281 250 209 173 160 144

1545 1662 1709 1670 1592 1474 1325 1192 1117

1820 1983 2026 1951 1842 1683 1498 1352 1261

40 65 48 55 68 58 62 79 57 50 46 35 663

402 404 421 430 480 430 450 436 421 424 390 398 5086

442 469 469 485 548 488 512 515 478 474 436 433 5749

208 236 229 243 267 256 248 232 188

1657 1735 1761 1790 1796 1737 1731 1671 1633

1865 1971 1990 2033 2063 1993 1979 1903 1821

0.92 0.92 0.94 0.94 0.88 0.80 0.75 0.90 0.88

0.96 0.88 0.88 0.91 0.94 0.91 0.91 0.91 0.97

Total

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - Bicycles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 Columbia Pike & S. Monroe St. Arlington County,VA

Southbound Time South Monroe Street Period Right Thru Left AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total 0 0 0 AM One Hour Volumes 7:00 AM - 8:00 AM 0 0 0 7:15 AM - 8:15 AM 0 0 0 7:30 AM - 8:30 AM 0 0 0 7:45 AM - 8:45 AM 0 0 0 8:00 AM - 9:00 AM 0 0 0 8:15 AM - 9:15 AM 0 0 0 8:30 AM - 9:30 AM 0 0 0 8:45 AM - 9:45 AM 0 0 0 9:00 AM - 10:00 AM 0 0 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 1 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 1 6:15 PM - 6:30 PM 2 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM 1 Total 1 4 0 PM One Hour Volumes 4:00 PM - 5:00 PM 0 1 0 4:15 PM - 5:15 PM 0 1 0 4:30 PM - 5:30 PM 0 0 0 4:45 PM - 5:45 PM 0 0 0 5:00 PM - 6:00 PM 0 0 0 5:15 PM - 6:15 PM 0 1 0 5:30 PM - 6:30 PM 0 3 0 5:45 PM - 6:45 PM 0 3 0 6:00 PM - 7:00 PM 1 3 0

Total

DATE: 9/14/2017 DAY: Thursday WEATHER: clear COUNTED BY: Irma INPUTED BY: agan Westbound Columbia Pike - 244 Right Thru Left Total

0 0 0 0 0 0 0 0 0 0 0 0 0

0

2

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 1 1 1 2 1 1 1 0

1

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD: Northbound South Monroe Street Right Thru Left

1

0 0 0 0 2 0 0 1 0 0 0 0 3

3

7

0 1 1 1 1 0 0 0 0

0 2 2 2 3 1 1 1 0

1 2 2 3 2 1 1 0 0

4 4 5 4 3 3 1 0 0

0 0 0 0 0 0 0 0 0 0

1

1

0 1 0 0 0 0 0 0 1 2 0 1 5

0

2

0

0 0 0 1 0 0 0 0 1 0 0 0 2

1 1 0 0 0 1 3 3 4

0 0 0 0 0 0 0 0 0

1 1 1 1 0 1 1 1 1

0 0 0 0 0 0 0 0 0

1 1 1 1 0 1 1 1 1

1

1

1 1 1

Eastbound Columbia Pike - 244 Right Thru Left

0

0 1 2 2 1 2 2 0 0 0 0 0 10

0

7

0 0 0 0 0 0 0 0 0

5 6 7 7 5 4 2 0 0

0 0 0 0 0 0 0 0 0

5 5 4 3 1 1 2 2 1

2

0

0 0 1 0 0 0 0 0 0 1 0 0 2

1

10

1 1 1 0 0 0 1 1 1

0 0 0 0 0 0 0 0 0

1 1 1 0 0 0 1 1 1

0 1 1 1 1 0 0 0 0

2 2 2 1 3 6 6 8 5

1 2 1 2 1

1

1

C-11

Total

South Monroe Street South Monroe Street Columbia Pike - 244 Columbia Pike - 244 North & Total South

East & West

Total

0

0 1 1 3 0 0 0 1 0 1 0 0 7

0 1 2 2 1 2 2 0 0 0 0 0 10

0 1 1 3 2 0 0 2 0 1 0 0 10

0 2 3 5 3 2 2 2 0 1 0 0 20

0 0 0 0 0 0 0 0 0

5 5 4 3 1 1 2 2 1

5 6 7 7 5 4 2 0 0

5 7 6 5 4 2 3 3 1

10 13 13 12 9 6 5 3 1

1

1

1 0 1 1 1 0 0 3 3 0 2 0 12

0 1 1 0 0 0 0 0 1 3 0 1 7

1 0 1 2 1 0 0 3 4 0 2 0 14

1 1 2 2 1 0 0 3 5 3 2 1 21

1 0 0 0 0 0 0 0 0

3 3 3 2 4 6 6 8 5

2 2 1 0 0 1 4 4 5

4 4 4 3 4 7 7 9 6

6 6 5 3 4 8 11 13 11

1 1 3

1 1

1 1 1

3 3 2

Wells + Associates, Inc. McLean, Virginia Pedestrian Volume Survey

Time Period 1 AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 2 7:30 AM - 7:45 AM 3 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 1 8:15 AM - 8:30 AM 3 8:30 AM - 8:45 AM 1 8:45 AM - 9:00 AM 1 9:00 AM - 9:15 AM 3 9:15 AM - 9:30 AM 9 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM 6 Total 29 AM One Hour Volumes 7:00 AM - 8:00 AM 5 7:15 AM - 8:15 AM 6 7:30 AM - 8:30 AM 7 7:45 AM - 8:45 AM 5 8:00 AM - 9:00 AM 6 8:15 AM - 9:15 AM 8 8:30 AM - 9:30 AM 14 8:45 AM - 9:45 AM 13 9:00 AM - 10:00 AM 18 PM 15 Minute Volumes 4:00 PM - 4:15 PM 8 4:15 PM - 4:30 PM 4:30 PM - 4:45 PM 3 4:45 PM - 5:00 PM 15 5:00 PM - 5:15 PM 6 5:15 PM - 5:30 PM 7 5:30 PM - 5:45 PM 8 5:45 PM - 6:00 PM 13 6:00 PM - 6:15 PM 7 6:15 PM - 6:30 PM 6 6:30 PM - 6:45 PM 9 6:45 PM - 7:00 PM 2 Total 84 PM One Hour Volumes 4:00 PM - 5:00 PM 26 4:15 PM - 5:15 PM 24 4:30 PM - 5:30 PM 31 4:45 PM - 5:45 PM 36 5:00 PM - 6:00 PM 34 5:15 PM - 6:15 PM 35 5:30 PM - 6:30 PM 34 5:45 PM - 6:45 PM 35 6:00 PM - 7:00 PM 24

Westmont Shopping Center 7298 Columbia Pike & S. Monroe St. Arlington County,VA 9/14/2017 Thursday clear Gina agan

2

3

4

4 2

6

Movement 7

6

3

1 2

1 16

2 12

19

2 36

7 7 9 7 5 5 4 9 8

7 7 10 8 5 3 3 3 4

1 4 6 6 6 3 3 3 5

8 7 7 7 7 8 7 6 4

16 14 15 15 11 10 12 10 9

5 3 6 7 6 9 10 10 9

1 1 3 3 2 5 7 7 7

4 1 7 5 5 3 9 1 6 2 3 2 48

1 3 1 6 3 5 2 3 3 8 4 1 40

2 1 8 2 2 1 4 2 3 1 4 4 34

9 5 8 1 3 7 3 9 8 6 2 3 64

1 3 6 7 3 9 7 7 7 6 2 3 61

11 7 4 2 1 5 1 2 1 2 1 6 43

2 4 5 4 4 4 7 11 6 8 2 4 61

17 18 20 22 18 19 18 12 13

11 13 15 16 13 13 16 18 16

13 13 13 9 9 10 10 10 12

23 17 19 14 22 27 26 25 19

17 19 25 26 26 30 27 22 18

24 14 12 9 9 9 6 6 10

15 17 17 19 26 28 32 27 20

C-12

5 2 2 7 3 3 2 3 2 5

8

1 5 2 20

3

3 5

3 1 2 3 4 1 1 20

2

2 3 2 3

4 7

2 3 1 2 1 3 1 2 2 2

2 5

1

8

North

South Monroe Street

5

2

1 2

Columbia Pike - 244

South Monroe Street Columbia Pike - 244

PROJECT: W+A JOB NO: INTERSECTION: LOCATION: DATE: DAY: WEATHER: COUNTED BY: INPUTED BY:

1+2

3+4

5+6

7+ 8

Total

12 13 16 12 11 13 18 22 26

8 11 16 14 11 6 6 6 9

24 21 22 22 18 18 19 16 13

6 4 9 10 8 14 17 17 16

50 49 63 58 48 51 60 61 64

43 42 51 58 52 54 52 47 37

24 26 28 25 22 23 26 28 28

40 36 44 40 48 57 53 47 37

39 31 29 28 35 37 38 33 30

146 135 152 151 157 171 169 155 132

2

3

1 2

10

3 4

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - All Vehicles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 Columbia Pike & S.Glebe Rd. Arlington County,VA

Southbound Time South Glebe Road - 120 Period Right Thru Left Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 6 82 15 103 7:15 AM - 7:30 AM 12 107 24 143 7:30 AM - 7:45 AM 21 135 22 178 7:45 AM - 8:00 AM 12 167 30 209 8:00 AM - 8:15 AM 9 137 22 168 8:15 AM - 8:30 AM 18 135 30 183 8:30 AM - 8:45 AM 12 135 24 171 8:45 AM - 9:00 AM 19 146 23 188 9:00 AM - 9:15 AM 25 133 13 171 9:15 AM - 9:30 AM 12 115 25 152 9:30 AM - 9:45 AM 18 127 25 170 9:45 AM - 10:00 AM 24 130 26 180 Total 188 1549 279 2016 AM One Hour Volumes 7:00 AM - 8:00 AM 51 491 91 633 7:15 AM - 8:15 AM 54 546 98 698 7:30 AM - 8:30 AM 60 574 104 738 7:45 AM - 8:45 AM 51 574 106 731 8:00 AM - 9:00 AM 58 553 99 710 8:15 AM - 9:15 AM 74 549 90 713 8:30 AM - 9:30 AM 68 529 85 682 8:45 AM - 9:45 AM 74 521 86 681 9:00 AM - 10:00 AM 79 505 89 673 PM 15 Minute Volumes 4:00 PM - 4:15 PM 38 188 34 260 4:15 PM - 4:30 PM 32 224 27 283 4:30 PM - 4:45 PM 28 222 35 285 4:45 PM - 5:00 PM 31 237 35 303 5:00 PM - 5:15 PM 30 239 21 290 5:15 PM - 5:30 PM 22 224 24 270 5:30 PM - 5:45 PM 25 230 28 283 5:45 PM - 6:00 PM 17 231 29 277 6:00 PM - 6:15 PM 31 230 36 297 6:15 PM - 6:30 PM 25 204 35 264 6:30 PM - 6:45 PM 21 176 29 226 6:45 PM - 7:00 PM 31 177 30 238 Total 331 2582 363 3276 PM One Hour Volumes 4:00 PM - 5:00 PM 129 871 131 1131 4:15 PM - 5:15 PM 121 922 118 1161 4:30 PM - 5:30 PM 111 922 115 1148 4:45 PM - 5:45 PM 108 930 108 1146 5:00 PM - 6:00 PM 94 924 102 1120 5:15 PM - 6:15 PM 95 915 117 1127 5:30 PM - 6:30 PM 98 895 128 1121 5:45 PM - 6:45 PM 94 841 129 1064 6:00 PM - 7:00 PM 108 787 130 1025

PHF

0.76 0.83 0.88 0.87 0.94 0.95 0.91 0.91 0.93

0.93 0.96 0.95 0.95 0.97 0.95 0.94 0.90 0.86

DATE: 9/14/2017 SOUTHBOUND ROAD: South Glebe Road - 120 NORTHBOUND ROAD: South Glebe Road - 120 DAY: Thursday WEATHER: clear WESTBOUND ROAD: Columbia Pike - 244 COUNTED BY: Muha,Laura & Amar EASTBOUND ROAD: Columbia Pike - 244 INPUTED BY: agan Westbound Northbound Eastbound North Columbia Pike - 244 South Glebe Road - 120 Columbia Pike - 244 & Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South 40 45 47 49 40 46 42 41 33 41 52 39 515

47 54 78 82 62 72 72 74 76 65 73 66 821

7 6 10 5 12 6 13 13 16 7 17 15 127

94 105 135 136 114 124 127 128 125 113 142 120 1463

181 181 182 177 169 162 157 167 165

261 276 294 288 280 294 287 288 280

28 33 33 36 44 48 49 53 55

470 490 509 501 493 504 493 508 500

32 24 17 20 16 28 21 18 13 21 24 36 270

138 173 200 188 202 205 178 183 190 177 171 165 2170

24 21 20 15 13 22 28 25 24 14 26 18 250

194 218 237 223 231 255 227 226 227 212 221 219 2690

93 77 81 85 83 80 73 76 94

699 763 795 773 768 756 728 721 703

80 69 70 78 88 99 91 89 82

872 909 946 936 939 935 892 886 879

0.86 0.90 0.94 0.92 0.96 0.98 0.96 0.89 0.88

0.92 0.96 0.93 0.92 0.92 0.92 0.98 0.98 0.97

7 6 8 5 7 6 10 5 4 13 10 10 91

279 225 256 271 269 273 253 247 262 225 232 234 3026

33 27 11 17 26 21 26 24 33 29 30 27 304

319 258 275 293 302 300 289 276 299 267 272 271 3421

26 26 26 28 28 25 32 32 37

1031 1021 1069 1066 1042 1035 987 966 953

88 81 75 90 97 104 112 116 119

1145 1128 1170 1184 1167 1164 1131 1114 1109

15 10 10 11 14 9 4 8 13 14 17 14 139

124 148 153 164 156 156 185 186 166 139 152 118 1847

32 39 37 36 33 37 46 62 41 37 35 55 490

171 197 200 211 203 202 235 256 220 190 204 187 2476

46 45 44 38 35 34 39 52 58

589 621 629 661 683 693 676 643 575

144 145 143 152 178 186 186 175 168

779 811 816 851 896 913 901 870 801

C-13

0.90 0.93 0.97 0.98 0.97 0.97 0.95 0.93 0.93

0.92 0.96 0.97 0.91 0.88 0.89 0.88 0.85 0.91

24 27 27 21 24 27 32 27 32 33 33 30 337

225 236 256 286 287 285 224 177 179 157 130 120 2562

38 87 81 76 74 68 64 56 42 37 31 33 687

287 350 364 383 385 380 320 260 253 227 194 183 3586

99 99 99 104 110 118 124 125 128

1003 1065 1114 1082 973 865 737 643 586

282 318 299 282 262 230 199 166 143

1384 1482 1512 1468 1345 1213 1060 934 857

41 30 25 28 34 34 39 44 27 32 28 35 397

117 117 136 136 132 129 131 146 136 125 126 140 1571

23 34 26 26 38 21 37 35 24 36 24 25 349

181 181 187 190 204 184 207 225 187 193 178 200 2317

124 117 121 135 151 144 142 131 122

506 521 533 528 538 542 538 533 527

109 124 111 122 131 117 132 119 109

739 762 765 785 820 803 812 783 758

0.90 0.96 0.98 0.95 0.87 0.80 0.83 0.90 0.85

0.97 0.93 0.94 0.95 0.91 0.89 0.90 0.87 0.95

East & West

Total

422 401 453 502 470 483 460 464 470 419 442 451 5437

381 455 499 519 499 504 447 388 378 340 336 303 5049

803 856 952 1021 969 987 907 852 848 759 778 754 10486

1778 1826 1908 1915 1877 1877 1813 1795 1782

1854 1972 2021 1969 1838 1717 1553 1442 1357

3632 3798 3929 3884 3715 3594 3366 3237 3139

431 480 485 514 493 472 518 533 517 454 430 425 5752

375 399 424 413 435 439 434 451 414 405 399 419 5007

806 879 909 927 928 911 952 984 931 859 829 844 10759

1910 1972 1964 1997 2016 2040 2022 1934 1826

1611 1671 1711 1721 1759 1738 1704 1669 1637

3521 3643 3675 3718 3775 3778 3726 3603 3463

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - Bicycles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 Columbia Pike & S.Glebe Rd. Arlington County,VA

Southbound Time South Glebe Road - 120 Period Right Thru Left Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 0 7:15 AM - 7:30 AM 1 1 7:30 AM - 7:45 AM 0 7:45 AM - 8:00 AM 0 8:00 AM - 8:15 AM 0 8:15 AM - 8:30 AM 0 8:30 AM - 8:45 AM 1 1 8:45 AM - 9:00 AM 0 9:00 AM - 9:15 AM 0 9:15 AM - 9:30 AM 0 9:30 AM - 9:45 AM 0 9:45 AM - 10:00 AM 0 Total 0 2 0 2 AM One Hour Volumes 7:00 AM - 8:00 AM 0 1 0 1 7:15 AM - 8:15 AM 0 1 0 1 7:30 AM - 8:30 AM 0 0 0 0 7:45 AM - 8:45 AM 0 1 0 1 8:00 AM - 9:00 AM 0 1 0 1 8:15 AM - 9:15 AM 0 1 0 1 8:30 AM - 9:30 AM 0 1 0 1 8:45 AM - 9:45 AM 0 0 0 0 9:00 AM - 10:00 AM 0 0 0 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 0 4:15 PM - 4:30 PM 0 4:30 PM - 4:45 PM 0 4:45 PM - 5:00 PM 0 5:00 PM - 5:15 PM 0 5:15 PM - 5:30 PM 1 1 5:30 PM - 5:45 PM 0 5:45 PM - 6:00 PM 0 6:00 PM - 6:15 PM 0 6:15 PM - 6:30 PM 0 6:30 PM - 6:45 PM 0 6:45 PM - 7:00 PM 0 Total 0 1 0 1 PM One Hour Volumes 4:00 PM - 5:00 PM 0 0 0 0 4:15 PM - 5:15 PM 0 0 0 0 4:30 PM - 5:30 PM 0 1 0 1 4:45 PM - 5:45 PM 0 1 0 1 5:00 PM - 6:00 PM 0 1 0 1 5:15 PM - 6:15 PM 0 1 0 1 5:30 PM - 6:30 PM 0 0 0 0 5:45 PM - 6:45 PM 0 0 0 0 6:00 PM - 7:00 PM 0 0 0 0

DATE: 9/14/2017 DAY: Thursday WEATHER: clear COUNTED BY: Muha INPUTED BY: agan Westbound Columbia Pike - 244 Right Thru Left Total

0

0

1

0 0 1 0 0 0 0 0 0 0 0 0 1

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

1 1 1 0 0 0 0 0 0

1 1 1 0 0 0 0 0 0

0

2 2 6

0

0 0 0 0 0 2 0 0 0 0 2 2 6

0 0 0 0 0 0 0 0 0

0 0 2 2 2 2 0 2 4

0 0 0 0 0 0 0 0 0

0 0 2 2 2 2 0 2 4

1

2

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD: Northbound South Glebe Road - 120 Right Thru Left Total

Eastbound Columbia Pike - 244 Right Thru Left

0

0 0 0 0 0 0 1 0 0 0 0 0 1

0

7

0 0 0 0 0 0 0 0 0

0 0 0 1 1 1 1 0 0

0 0 0 0 0 0 0 0 0

3 4 3 3 3 2 3 2 1

2

2 4

0

0 0 0 0 2 1 0 1 0 0 0 2 6

0 2 2 2 2 0 0 0 0

0 0 1 1 2 2 1 1 2

0 0 0 0 0 0 0 0 0

0 2 3 3 4 2 1 1 2

1

0

1

0 0 0 0 0 0 0 0 0

0 0 0 1 1 1 1 0 0

2 1 1

C-14

South Glebe Road - 120 South Glebe Road - 120 Columbia Pike - 244 Columbia Pike - 244 North & Total South

East & West

Total

0

0 1 1 1 1 0 1 1 0 1 0 0 7

0 1 0 0 0 0 2 0 0 0 0 0 3

0 1 2 1 1 0 1 1 0 1 0 0 8

0 2 2 1 1 0 3 1 0 1 0 0 11

0 0 0 0 0 0 0 0 0

3 4 3 3 3 2 3 2 1

1 1 0 2 2 2 2 0 0

4 5 4 3 3 2 3 2 1

5 6 4 5 5 4 5 2 1

0 0 0 0 2 2 0 1 0 0 0 2 7

1 0 2 0 0 2 0 1 2 0 5 2 15

1 0 2 0 2 4 0 2 2 0 5 4 22

0 2 4 4 5 3 1 1 2

3 2 4 2 3 5 3 8 9

3 4 8 6 8 8 4 9 11

1 1 1 1 1 1 1

1

2

1

0

8

1

1 0 2 0 0 0 0 1 2 0 3 0 9

0 0 0 0 0 0 0 0 0

3 2 2 0 1 3 3 5 4

0 0 0 0 0 0 0 1 1

3 2 2 0 1 3 3 6 5

2

1 2

Wells + Associates, Inc. McLean, Virginia Pedestrian Volume Survey

Time Period 1 AM 15 Minute Volumes 7:00 AM - 7:15 AM 1 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 3 7:45 AM - 8:00 AM 2 8:00 AM - 8:15 AM 3 8:15 AM - 8:30 AM 3 8:30 AM - 8:45 AM 3 8:45 AM - 9:00 AM 2 9:00 AM - 9:15 AM 2 9:15 AM - 9:30 AM 2 9:30 AM - 9:45 AM 3 9:45 AM - 10:00 AM 1 Total 25 AM One Hour Volumes 7:00 AM - 8:00 AM 6 7:15 AM - 8:15 AM 8 7:30 AM - 8:30 AM 11 7:45 AM - 8:45 AM 11 8:00 AM - 9:00 AM 11 8:15 AM - 9:15 AM 10 8:30 AM - 9:30 AM 9 8:45 AM - 9:45 AM 9 9:00 AM - 10:00 AM 8 PM 15 Minute Volumes 4:00 PM - 4:15 PM 6 4:15 PM - 4:30 PM 5 4:30 PM - 4:45 PM 8 4:45 PM - 5:00 PM 11 5:00 PM - 5:15 PM 5 5:15 PM - 5:30 PM 11 5:30 PM - 5:45 PM 6 5:45 PM - 6:00 PM 8 6:00 PM - 6:15 PM 5 6:15 PM - 6:30 PM 13 6:30 PM - 6:45 PM 9 6:45 PM - 7:00 PM 4 Total 91 PM One Hour Volumes 4:00 PM - 5:00 PM 30 4:15 PM - 5:15 PM 29 4:30 PM - 5:30 PM 35 4:45 PM - 5:45 PM 33 5:00 PM - 6:00 PM 30 5:15 PM - 6:15 PM 30 5:30 PM - 6:30 PM 32 5:45 PM - 6:45 PM 35 6:00 PM - 7:00 PM 31

Westmont Shopping Center 7298 Columbia Pike & S.Glebe Rd. Arlington County,VA 9/14/2017 Thursday clear Laura agan

2

3 8 1 3 14 3

4

6 5 2 6 7 2 57

4 6 6 10 3 2 5 4 3 3 2 48

26 21 20 23 14 13 19 20 17

25 24 19 21 22 24 23 21 17

14 18 11 17 6 8 2 10 6 15 12 4 123 60 52 42 33 26 26 33 43 37

8

4 7

3 5 6

North

South Glebe Road - 120

5

5 7 7 6 4 2 9 7 6 1 7 3 64

1 2

Columbia Pike - 244

South Glebe Road - 120 Columbia Pike - 244

PROJECT: W+A JOB NO: INTERSECTION: LOCATION: DATE: DAY: WEATHER: COUNTED BY: INPUTED BY:

Movement 7

6

8

2 3 1 2 2

1 3 2

1 1 1 1 1 4 19

1 3 2 2 2

2 16

5 6 4 4 9 9 2 14 5 4 2 3 67

20

26 25 21 20 14 14 15 12 8

6 10 10 8 6 4 3 3 4

19 23 26 24 34 30 25 25 14

8 8 5 5 4 3 4 4 7

6 9 6 5 8 6 8 9 6

4 5 5 9 3 10 3 5 6 13 3 3 69

8 8 9 8 9 6 10 9 8 14 2 10 101

7 2 3 3 3 9 7 11 9 3 14 71

9 1 5 8 8 4 4 4 8 2 4 57

6 5 3 2 2 3 3 5 1

7 4 5 7 6 4 3 6 7 1

5 35

5 55

23 22 27 25 21 24 27 27 25

33 34 32 33 34 33 41 33 34

12 8 9 18 22 30 36 30 37

23 14 21 20 16 20 20 18 18

16 12 10 10 13 11 9 6 6

23 22 22 20 19 20 17 14 13

1 2 3 4 1 1 2

C-15

1+2

3+4

5+6

7+ 8

Total

32 29 31 34 25 23 28 29 25

51 49 40 41 36 38 38 33 25

25 33 36 32 40 34 28 28 18

14 17 11 10 12 9 12 13 13

122 128 118 117 113 104 106 103 81

90 81 77 66 56 56 65 78 68

56 56 59 58 55 57 68 60 59

35 22 30 38 38 50 56 48 55

39 34 32 30 32 31 26 20 19

220 193 198 192 181 194 215 206 201

4

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - All Vehicles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 S Highland St & Alley Arlington

Time Period Right AM 15 Minute Volumes 7:00 AM - 7:15 AM 0 7:15 AM - 7:30 AM 0 7:30 AM - 7:45 AM 0 7:45 AM - 8:00 AM 0 8:00 AM - 8:15 AM 0 8:15 AM - 8:30 AM 0 8:30 AM - 8:45 AM 0 8:45 AM - 9:00 AM 1 9:00 AM - 9:15 AM 0 9:15 AM - 9:30 AM 0 9:30 AM - 9:45 AM 0 9:45 AM - 10:00 AM 0 Total 1 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 0 7:45 AM - 8:45 AM 0 8:00 AM - 9:00 AM 1 8:15 AM - 9:15 AM 1 8:30 AM - 9:30 AM 1 8:45 AM - 9:45 AM 1 9:00 AM - 10:00 AM 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 0 4:15 PM - 4:30 PM 1 4:30 PM - 4:45 PM 1 4:45 PM - 5:00 PM 1 5:00 PM - 5:15 PM 1 5:15 PM - 5:30 PM 1 5:30 PM - 5:45 PM 0 5:45 PM - 6:00 PM 0 6:00 PM - 6:15 PM 1 6:15 PM - 6:30 PM 0 6:30 PM - 6:45 PM 1 6:45 PM - 7:00 PM 1 Total 8 PM One Hour Volumes 4:00 PM - 5:00 PM 3 4:15 PM - 5:15 PM 4 4:30 PM - 5:30 PM 4 4:45 PM - 5:45 PM 3 5:00 PM - 6:00 PM 2 5:15 PM - 6:15 PM 2 5:30 PM - 6:30 PM 1 5:45 PM - 6:45 PM 2 6:00 PM - 7:00 PM 3

Southbound S Highland St Thru Left Total 4 8 20 21 10 10 9 27 28 7 15 7 166

0 0 0 0 0 0 0 0 0 0 0 0 0

4 8 20 21 10 10 9 28 28 7 15 7 167

53 59 61 50 56 74 71 77 57

0 0 0 0 0 0 0 0 0

53 59 61 50 57 75 72 78 57

36 32 37 26 37 26 24 21 31 19 17 15 321

0 0 0 0 0 0 0 0 0 0 0 0 0

36 33 38 27 38 27 24 21 32 19 18 16 329

131 132 126 113 108 102 95 88 82

0 0 0 0 0 0 0 0 0

134 136 130 116 110 104 96 90 85

PHF

0.63 0.70 0.73 0.60 0.51 0.67 0.64 0.70 0.51

0.88 0.89 0.86 0.76 0.72 0.81 0.75 0.70 0.66

DATE: 11/1/2017 DAY: Wednesday WEATHER: clear COUNTED BY: Abdul INPUTED BY: Jose Westbound 0 Right Thru Left Total PHF 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

Right

Northbound S Highland St Thru Left Total

0 0 0 0 0 0 0 0 0 0 0 0 0

1 16 20 40 50 39 38 40 40 31 15 13 343

0 0 0 0 1 0 1 1 1 1 0 1 6

1 16 20 40 51 39 39 41 41 32 15 14 349

0 0 0 0 0 0 0 0 0

77 126 149 167 167 157 149 126 99

0 1 1 2 3 3 4 3 3

77 127 150 169 170 160 153 129 102

0 0 0 0 0 0 0 0 0 0 0 0 0

34 27 27 25 38 33 25 24 36 29 29 24 351

3 1 3 2 3 1 6 1 6 1 1 0 28

37 28 30 27 41 34 31 25 42 30 30 24 379

0 0 0 0 0 0 0 0 0

113 117 123 121 120 118 114 118 118

9 9 9 12 11 14 14 9 8

122 126 132 133 131 132 128 127 126

C-16

PHF

0.48 0.62 0.74 0.83 0.83 0.98 0.93 0.79 0.62

0.82 0.77 0.80 0.81 0.80 0.79 0.76 0.76 0.75

Right

S Highland St S Highland St 0 Alley

Eastbound Alley Thru Left

Total

0 0 0 2 0 0 2 2 0 0 0 1 7

0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 0 1 1 0 0 0 0 0 0 2 5

0 1 0 3 1 0 2 2 0 0 0 3 12

2 2 2 4 4 4 4 2 1

0 0 0 0 0 0 0 0 0

2 3 2 2 1 0 0 0 2

4 5 4 6 5 4 4 2 3

4 5 5 4 2 5 5 2 2 3 3 1 41

0 0 0 0 0 0 0 0 0 0 0 0 0

1 2 3 0 1 1 0 3 0 3 0 1 15

5 7 8 4 3 6 5 5 2 6 3 2 56

18 16 16 16 14 14 12 10 9

0 0 0 0 0 0 0 0 0

6 6 5 2 5 4 6 6 4

24 22 21 18 19 18 18 16 13

North & PHF South

East & West

5 24 40 61 61 49 48 69 69 39 30 21 516

0 1 0 3 1 0 2 2 0 0 0 3 12

5 25 40 64 62 49 50 71 69 39 30 24 528

130 186 211 219 227 235 225 207 159

4 5 4 6 5 4 4 2 3

134 191 215 225 232 239 229 209 162

73 61 68 54 79 61 55 46 74 49 48 40 708

5 7 8 4 3 6 5 5 2 6 3 2 56

78 68 76 58 82 67 60 51 76 55 51 42 764

256 262 262 249 241 236 224 217 211

24 22 21 18 19 18 18 16 13

280 284 283 267 260 254 242 233 224

0.33 0.42 0.33 0.50 0.63 0.50 0.50 0.25 0.25

0.75 0.69 0.66 0.75 0.79 0.75 0.75 0.67 0.54

Total

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - Bicycles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 S Highland St & Alley Arlington

Time Period Right AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total 0 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 0 7:45 AM - 8:45 AM 0 8:00 AM - 9:00 AM 0 8:15 AM - 9:15 AM 0 8:30 AM - 9:30 AM 0 8:45 AM - 9:45 AM 0 9:00 AM - 10:00 AM 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM Total 0 PM One Hour Volumes 4:00 PM - 5:00 PM 0 4:15 PM - 5:15 PM 0 4:30 PM - 5:30 PM 0 4:45 PM - 5:45 PM 0 5:00 PM - 6:00 PM 0 5:15 PM - 6:15 PM 0 5:30 PM - 6:30 PM 0 5:45 PM - 6:45 PM 0 6:00 PM - 7:00 PM 0

Southbound S Highland St Thru Left 1

Total

DATE: DAY: WEATHER: COUNTED BY: INPUTED BY: Westbound 0 Right Thru Left

11/1/2017 Wednesday clear Abdul Jose

Total

4

0

1 0 1 0 0 0 0 0 1 0 1 0 4

2 1 1 0 0 1 1 2 2

0 0 0 0 0 0 0 0 0

2 1 1 0 0 1 1 2 2

3

0

0 1 1 0 1 0 0 0 0 0 0 0 3

0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

2 3 2 1 1 0 0 0 0

0 0 0 0 0 0 0 0 0

2 3 2 1 1 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

1

1 1

1 1 1

0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

Right

Northbound S Highland St Thru Left

0

0 0 0 0 0 0 0 0 0 0 0 0 0

1 1 3

0

6

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

5 4 3 0 1 1 1 1 0

0 0 0 0 0 0 0 0 0 0

Right

Eastbound Alley Thru Left

0

1 1 3 0 0 0 0 1 0 0 0 0 6

0

0

0 0 0 0 0 0 0 0 0

5 4 3 0 1 1 1 1 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

3

0

1 0 1 0 0 0 0 0 1 0 0 0 3

0

2 1 1 0 0 1 1 1 1

0 0 0 0 0 0 0 0 0

2 1 1 0 0 1 1 1 1

0 0 0 0 0 0 0 0 0

1

1 1

1

C-17

Total

S Highland St S Highland St 0 Alley North & Total South

East & West

Total

0

0 0 0 0 0 0 0 0 0 0 0 0 0

2 1 4 0 0 0 0 1 1 0 1 0 10

0 0 0 0 0 0 0 0 0 0 0 0 0

2 1 4 0 0 0 0 1 1 0 1 0 10

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

7 5 4 0 1 2 2 3 2

0 0 0 0 0 0 0 0 0

7 5 4 0 1 2 2 3 2

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

1 1 2 0 1 0 0 0 1 0 0 0 6

0 0 0 0 0 0 0 0 0 0 0 0 0

1 1 2 0 1 0 0 0 1 0 0 0 6

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

4 4 3 1 1 1 1 1 1

0 0 0 0 0 0 0 0 0

4 4 3 1 1 1 1 1 1

Wells + Associates, Inc. McLean, Virginia Pedestrian Volume Survey

Time Period 1 AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total 0 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 0 7:45 AM - 8:45 AM 0 8:00 AM - 9:00 AM 0 8:15 AM - 9:15 AM 0 8:30 AM - 9:30 AM 0 8:45 AM - 9:45 AM 0 9:00 AM - 10:00 AM 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM Total 0 PM One Hour Volumes 4:00 PM - 5:00 PM 0 4:15 PM - 5:15 PM 0 4:30 PM - 5:30 PM 0 4:45 PM - 5:45 PM 0 5:00 PM - 6:00 PM 0 5:15 PM - 6:15 PM 0 5:30 PM - 6:30 PM 0 5:45 PM - 6:45 PM 0 6:00 PM - 7:00 PM 0

Westmont Shopping Center 7298 S Highland St & Alley Arlington 11/1/2017 Wednesday clear Abdul Jose

2

3

4

S Highland St

1 8

4 7

North

5 6 S Highland St

5

Movement 7

6

8

2

0

0

2

3

3 2 12 27 20 7 8 10 6 5 4 2 106

1 1 0 0 0 1 1 1 1

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

1 1 1 0 1 1 1 1 0

0 0 0 0 1 3 3 3 2

44 61 66 62 45 31 29 25 17

21 25 19 19 21 18 18 23 18 6 1 5 9 10 4 7 8 8 5 5 2 70 21 25 28 30 29 27 28 26 20

1 1

1

1 2

1

3

0

0

11

0

2 2 2 5 2 8 9 5 6 4 5 1 51

1 1 1 3 2 2 2 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

4 9 9 6 5 0 0 2 2

0 0 0 0 0 0 0 0 0

11 11 17 24 24 28 24 20 16

3 1 5

1

3

0

2 Alley

PROJECT: W+A JOB NO: INTERSECTION: LOCATION: DATE: DAY: WEATHER: COUNTED BY: INPUTED BY:

2

2

C-18

3 9 3 6 7 3 3 8 4 3 8 3 60

1+2

3+4

5+6

7+ 8

Total

1 1 0 0 0 1 1 1 1

0 0 0 0 0 0 0 0 0

1 1 1 0 2 4 4 4 2

65 86 85 81 66 49 47 48 35

67 88 86 81 68 54 52 53 38

1 1 1 3 2 2 2 0 0

0 0 0 0 0 0 0 0 0

4 9 9 6 5 0 0 2 2

32 36 45 54 53 55 52 46 36

37 46 55 63 60 57 54 48 38

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - All Vehicles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 Columbia Pike & S.Highland St. Arlington County,VA

Time Period Right AM 15 Minute Volumes 7:00 AM - 7:15 AM 2 7:15 AM - 7:30 AM 2 7:30 AM - 7:45 AM 8 7:45 AM - 8:00 AM 8 8:00 AM - 8:15 AM 8 8:15 AM - 8:30 AM 8 8:30 AM - 8:45 AM 8 8:45 AM - 9:00 AM 12 9:00 AM - 9:15 AM 11 9:15 AM - 9:30 AM 15 9:30 AM - 9:45 AM 13 9:45 AM - 10:00 AM 7 Total 102 AM One Hour Volumes 7:00 AM - 8:00 AM 20 7:15 AM - 8:15 AM 26 7:30 AM - 8:30 AM 32 7:45 AM - 8:45 AM 32 8:00 AM - 9:00 AM 36 8:15 AM - 9:15 AM 39 8:30 AM - 9:30 AM 46 8:45 AM - 9:45 AM 51 9:00 AM - 10:00 AM 46 PM 15 Minute Volumes 4:00 PM - 4:15 PM 21 4:15 PM - 4:30 PM 20 4:30 PM - 4:45 PM 12 4:45 PM - 5:00 PM 12 5:00 PM - 5:15 PM 14 5:15 PM - 5:30 PM 15 5:30 PM - 5:45 PM 13 5:45 PM - 6:00 PM 20 6:00 PM - 6:15 PM 22 6:15 PM - 6:30 PM 15 6:30 PM - 6:45 PM 15 6:45 PM - 7:00 PM 16 Total 195 PM One Hour Volumes 4:00 PM - 5:00 PM 65 4:15 PM - 5:15 PM 58 4:30 PM - 5:30 PM 53 4:45 PM - 5:45 PM 54 5:00 PM - 6:00 PM 62 5:15 PM - 6:15 PM 70 5:30 PM - 6:30 PM 70 5:45 PM - 6:45 PM 72 6:00 PM - 7:00 PM 68

Southbound South Highland Street Thru Left Total 0 0 0 0 0 0 0 0 0 0 0 0 0

2 1 9 6 5 7 4 9 6 6 3 5 63

4 3 17 14 13 15 12 21 17 21 16 12 165

0 0 0 0 0 0 0 0 0

18 21 27 22 25 26 25 24 20

38 47 59 54 61 65 71 75 66

0 0 0 0 0 0 0 0 0 1 0 0 1

9 12 18 14 18 24 11 22 18 7 8 9 170

30 32 30 26 32 39 24 42 40 23 23 25 366

0 0 0 0 0 0 1 1 1

53 62 74 67 75 75 58 55 42

118 120 127 121 137 145 129 128 111

PHF

0.56 0.69 0.87 0.90 0.73 0.77 0.85 0.89 0.79

0.92 0.94 0.81 0.78 0.82 0.86 0.77 0.76 0.69

DATE: 9/14/2017 DAY: Thursday WEATHER: clear COUNTED BY: Ivan & Jose INPUTED BY: agan Westbound Columbia Pike - 244 Right Thru Left Total PHF

Right

7 11 29 28 11 19 20 26 13 16 8 9 197

79 85 116 105 111 115 136 124 114 113 119 131 1348

7 1 1 3 4 4 3 9 3 5 3 10 53

93 97 146 136 126 138 159 159 130 134 130 150 1598

10 12 15 22 15 12 12 8 10 20 16 7 159

2 1 10 8 0 0 0 0 0 0 0 0 21

5 3 9 13 13 6 11 10 6 11 10 5 102

17 16 34 43 28 18 23 18 16 31 26 12 282

75 79 87 78 76 78 75 63 46

385 417 447 467 486 489 487 470 477

12 9 12 14 20 19 20 20 21

472 505 546 559 582 586 582 553 544

59 64 64 61 47 42 50 54 53

21 19 18 8 0 0 0 0 0

30 38 41 43 40 33 38 37 32

110 121 123 112 87 75 88 91 85

12 15 13 27 13 17 15 24 17 15 23 25 216

178 203 185 228 216 195 172 216 217 166 181 186 2343

11 5 8 7 17 13 10 22 17 12 9 15 146

201 223 206 262 246 225 197 262 251 193 213 226 2705

16 5 9 13 14 15 10 17 13 8 9 14 143

0 0 0 0 0 0 0 0 0 0 0 0 0

2 8 11 4 4 7 4 2 9 4 13 10 78

18 13 20 17 18 22 14 19 22 12 22 24 221

67 68 70 72 69 73 71 79 80

794 832 824 811 799 800 771 780 750

31 37 45 47 62 62 61 60 53

892 937 939 930 930 935 903 919 883

43 41 51 52 56 55 48 47 44

0 0 0 0 0 0 0 0 0

25 27 26 19 17 22 19 28 36

68 68 77 71 73 77 67 75 80

0.81 0.86 0.93 0.88 0.92 0.92 0.92 0.87 0.91

0.85 0.89 0.90 0.89 0.89 0.89 0.86 0.88 0.88

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

C-19

Northbound South Highland Street Thru Left Total

PHF

0.64 0.70 0.72 0.65 0.78 0.82 0.71 0.73 0.69

0.85 0.85 0.88 0.81 0.83 0.88 0.76 0.85 0.83

South Highland Street South Highland Street Columbia Pike - 244 Columbia Pike - 244

Right

Eastbound Columbia Pike - 244 Thru Left Total

6 5 6 7 12 13 7 13 21 12 13 14 129

223 239 240 243 286 305 208 175 187 172 148 135 2561

11 6 10 12 7 9 16 24 14 6 3 4 122

240 250 256 262 305 327 231 212 222 190 164 153 2812

24 30 38 39 45 54 53 59 60

945 1008 1074 1042 974 875 742 682 642

39 35 38 44 56 63 60 47 27

1008 1073 1150 1125 1075 992 855 788 729

26 23 31 27 23 26 22 24 27 22 24 14 289

148 137 160 160 151 154 154 179 165 162 153 165 1888

12 5 10 12 3 13 9 5 8 7 9 12 105

186 165 201 199 177 193 185 208 200 191 186 191 2282

107 104 107 98 95 99 95 97 87

605 608 625 619 638 652 660 659 645

39 30 38 37 30 35 29 29 36

751 742 770 754 763 786 784 785 768

North & PHF South

East & West

21 19 51 57 41 33 35 39 33 52 42 24 447

333 347 402 398 431 465 390 371 352 324 294 303 4410

354 366 453 455 472 498 425 410 385 376 336 327 4857

148 168 182 166 148 140 159 166 151

1480 1578 1696 1684 1657 1578 1437 1341 1273

1628 1746 1878 1850 1805 1718 1596 1507 1424

48 45 50 43 50 61 38 61 62 35 45 49 587

387 388 407 461 423 418 382 470 451 384 399 417 4987

435 433 457 504 473 479 420 531 513 419 444 466 5574

186 188 204 192 210 222 196 203 191

1643 1679 1709 1684 1693 1721 1687 1704 1651

1829 1867 1913 1876 1903 1943 1883 1907 1842

0.96 0.88 0.88 0.86 0.82 0.76 0.93 0.89 0.82

0.93 0.92 0.96 0.95 0.92 0.94 0.94 0.94 0.96

Total

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - Bicycles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 Columbia Pike & S.Highland St. Arlington County,VA

Southbound Time South Highland Street Period Right Thru Left Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 1 1 7:15 AM - 7:30 AM 1 1 7:30 AM - 7:45 AM 0 7:45 AM - 8:00 AM 0 8:00 AM - 8:15 AM 0 8:15 AM - 8:30 AM 0 8:30 AM - 8:45 AM 0 8:45 AM - 9:00 AM 0 9:00 AM - 9:15 AM 1 1 9:15 AM - 9:30 AM 0 9:30 AM - 9:45 AM 0 9:45 AM - 10:00 AM 0 Total 0 2 1 3 AM One Hour Volumes 7:00 AM - 8:00 AM 0 1 1 2 7:15 AM - 8:15 AM 0 0 1 1 7:30 AM - 8:30 AM 0 0 0 0 7:45 AM - 8:45 AM 0 0 0 0 8:00 AM - 9:00 AM 0 0 0 0 8:15 AM - 9:15 AM 0 1 0 1 8:30 AM - 9:30 AM 0 1 0 1 8:45 AM - 9:45 AM 0 1 0 1 9:00 AM - 10:00 AM 0 1 0 1 PM 15 Minute Volumes 4:00 PM - 4:15 PM 0 4:15 PM - 4:30 PM 1 1 4:30 PM - 4:45 PM 1 1 4:45 PM - 5:00 PM 0 5:00 PM - 5:15 PM 0 5:15 PM - 5:30 PM 0 5:30 PM - 5:45 PM 0 5:45 PM - 6:00 PM 0 6:00 PM - 6:15 PM 0 6:15 PM - 6:30 PM 1 1 6:30 PM - 6:45 PM 0 6:45 PM - 7:00 PM 1 1 Total 1 3 0 4 PM One Hour Volumes 4:00 PM - 5:00 PM 0 2 0 2 4:15 PM - 5:15 PM 0 2 0 2 4:30 PM - 5:30 PM 0 1 0 1 4:45 PM - 5:45 PM 0 0 0 0 5:00 PM - 6:00 PM 0 0 0 0 5:15 PM - 6:15 PM 0 0 0 0 5:30 PM - 6:30 PM 0 1 0 1 5:45 PM - 6:45 PM 0 1 0 1 6:00 PM - 7:00 PM 1 1 0 2

DATE: 9/14/2017 DAY: Thursday WEATHER: clear COUNTED BY: Ivan INPUTED BY: agan Westbound Columbia Pike - 244 Right Thru Left Total

0

4

0

0 0 1 0 1 0 0 1 0 1 0 0 4

0 0 0 0 0 0 0 0 0

1 2 2 1 2 1 2 2 1

0 0 0 0 0 0 0 0 0

1 2 2 1 2 1 2 2 1

1 1

1 1

1

1

0

1 1 6

1

0 0 1 0 0 2 0 0 2 0 1 1 7

0 0 0 0 0 0 0 0 0

1 1 3 2 2 3 1 2 3

0 0 0 0 0 1 1 1 1

1 1 3 2 2 4 2 3 4

1

2

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD: Northbound South Highland Street Right Thru Left Total 1

2

1

4

1 0 0 0 0 1 1 1 1

3 2 2 1 0 1 2 2 2

0 0 1 1 1 1 0 0 0

2 3 3 2 1 1 1 1 1

1

1

4

5

1 0 0 1 1 2 3 2 2

3 2 2 1 1 2 2 2 1

1 1

0

3

0 0 0 0 0 0 0 0 0

2 2 2 1 0 0 1 1 1 1

1

1

0

1 0 0 0 0 0 0 0 1 0 0 0 2

0 0 0 0 0 1 1 1 1

1 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

1 0 0 0 0 1 1 1 1

1

C-20

Eastbound Columbia Pike - 244 Right Thru Left

1 0 1 1 0 0 0 0 1 1 0 0 5

1 1

South Highland Street South Highland Street Columbia Pike - 244 Columbia Pike - 244

Total

0

2 1 1 1 0 0 0 0 2 1 0 0 8

0 0 2 1 2 1 0 1 1 1 0 0 9

2 1 3 2 2 1 0 1 3 2 0 0 17

0 0 0 0 0 0 0 0 0

2 3 4 3 2 2 1 1 1

5 3 2 1 0 2 3 3 3

3 5 6 4 4 3 3 3 2

8 8 8 5 4 5 6 6 5

2

2 0 2 1 1 0 1 1 2 1 0 0 11

1 1 1 0 0 0 0 0 1 1 0 1 6

2 0 3 1 1 2 1 1 4 1 1 1 18

3 1 4 1 1 2 1 1 5 2 1 2 24

1 2 2 1 1 0 0 0 0

5 4 4 3 3 4 5 4 3

3 2 1 0 0 1 2 2 3

6 5 7 5 5 8 7 7 7

9 7 8 5 5 9 9 9 10

1

1

1 1

1 1 1

East & West

0 0 1 1 1 1 0 0 1 0 0 0 5

1 1 1

1 1

North & Total South

1 1

Wells + Associates, Inc. McLean, Virginia Pedestrian Volume Survey

Time Period 1 AM 15 Minute Volumes 7:00 AM - 7:15 AM 1 7:15 AM - 7:30 AM 1 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 1 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 3 8:30 AM - 8:45 AM 1 8:45 AM - 9:00 AM 1 9:00 AM - 9:15 AM 2 9:15 AM - 9:30 AM 1 9:30 AM - 9:45 AM 4 9:45 AM - 10:00 AM 3 Total 18 AM One Hour Volumes 7:00 AM - 8:00 AM 3 7:15 AM - 8:15 AM 2 7:30 AM - 8:30 AM 4 7:45 AM - 8:45 AM 5 8:00 AM - 9:00 AM 5 8:15 AM - 9:15 AM 7 8:30 AM - 9:30 AM 5 8:45 AM - 9:45 AM 8 9:00 AM - 10:00 AM 10 PM 15 Minute Volumes 4:00 PM - 4:15 PM 5 4:15 PM - 4:30 PM 5 4:30 PM - 4:45 PM 2 4:45 PM - 5:00 PM 2 5:00 PM - 5:15 PM 1 5:15 PM - 5:30 PM 3 5:30 PM - 5:45 PM 4 5:45 PM - 6:00 PM 6 6:00 PM - 6:15 PM 4 6:15 PM - 6:30 PM 14 6:30 PM - 6:45 PM 5 6:45 PM - 7:00 PM 9 Total 60 PM One Hour Volumes 4:00 PM - 5:00 PM 14 4:15 PM - 5:15 PM 10 4:30 PM - 5:30 PM 8 4:45 PM - 5:45 PM 10 5:00 PM - 6:00 PM 14 5:15 PM - 6:15 PM 17 5:30 PM - 6:30 PM 28 5:45 PM - 6:45 PM 29 6:00 PM - 7:00 PM 32

Westmont Shopping Center 7298 Columbia Pike & S.Highland St. Arlington County,VA 9/14/2017 Thursday clear Jose agan

2

3

4

1 2 1 4 4 1 3 2 3 3 6 4 34

1 2 4 3 7 5 3 1 2 7 2 37

8 11 10 12 10 9 11 14 16

8

4 7

3 5 6

North

South Highland Street

5 2 1 1

1 2

Columbia Pike - 244

South Highland Street Columbia Pike - 244

PROJECT: W+A JOB NO: INTERSECTION: LOCATION: DATE: DAY: WEATHER: COUNTED BY: INPUTED BY:

Movement 7

6

8

2 2 1 8 4 2 2 8 2 33

2 1 1

1 2 4 2 3 2 17

2 1 2 5 5 4 23

2

4 2 1 2 3 2 2 2

2 2 3 24

1 2 1 22

7 9 16 19 18 16 11 13 12

4 4 4 11 15 15 16 16 14

3 3 2 3 3 7 9 11 11

3 4 4 4 4 5 10 13 16

8 14 14 11 9 3 4 6 7

9 8 8 9 9 6 5 5 4

7 3 2 5 3 5 4 7 5 2 7 10 60

2 1 8 4 4 3 2 2 2 5 5 38

1 3 1 2 1 3 4 7 4 2 3 2 33

3 2 3 5 3 4 3 5 9 4 3 4 48

4 1 3 8 4 5 5 3 2 7 1 2 45

2

1

1 1 2 2 2 2

2 1 3 1 4

2

2 2

14

16

17 13 15 17 19 21 18 21 24

11 15 17 19 13 11 9 11 14

7 7 7 10 15 18 17 16 11

13 13 15 15 15 21 21 21 20

16 16 20 22 17 15 17 13 12

3 4 4 6 7 8 6 6 4

3 4 6 7 9 8 7 8 4

1

C-21

1 3 4 6 1

1+2

3+4

5+6

7+ 8

Total

11 13 14 17 15 16 16 22 26

11 13 20 30 33 31 27 29 26

6 7 6 7 7 12 19 24 27

17 22 22 20 18 9 9 11 11

45 55 62 74 73 68 71 86 90

31 23 23 27 33 38 46 50 56

18 22 24 29 28 29 26 27 25

29 29 35 37 32 36 38 34 32

6 8 10 13 16 16 13 14 8

84 82 92 106 109 119 123 125 121

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - All Vehicles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 Columbia Pike & S. Walter Reed Dr. Arlington County,VA

Southbound Time South Walter Reed Drive Period Right Thru Left Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 10 26 8 44 7:15 AM - 7:30 AM 15 29 4 48 7:30 AM - 7:45 AM 15 40 4 59 7:45 AM - 8:00 AM 13 66 6 85 8:00 AM - 8:15 AM 8 58 7 73 8:15 AM - 8:30 AM 7 52 4 63 8:30 AM - 8:45 AM 13 44 3 60 8:45 AM - 9:00 AM 10 60 5 75 9:00 AM - 9:15 AM 8 43 6 57 9:15 AM - 9:30 AM 12 42 3 57 9:30 AM - 9:45 AM 11 45 4 60 9:45 AM - 10:00 AM 8 31 6 45 Total 130 536 60 726 AM One Hour Volumes 7:00 AM - 8:00 AM 53 161 22 236 7:15 AM - 8:15 AM 51 193 21 265 7:30 AM - 8:30 AM 43 216 21 280 7:45 AM - 8:45 AM 41 220 20 281 8:00 AM - 9:00 AM 38 214 19 271 8:15 AM - 9:15 AM 38 199 18 255 8:30 AM - 9:30 AM 43 189 17 249 8:45 AM - 9:45 AM 41 190 18 249 9:00 AM - 10:00 AM 39 161 19 219 PM 15 Minute Volumes 4:00 PM - 4:15 PM 18 97 18 133 4:15 PM - 4:30 PM 15 119 15 149 4:30 PM - 4:45 PM 19 124 21 164 4:45 PM - 5:00 PM 15 132 23 170 5:00 PM - 5:15 PM 17 147 18 182 5:15 PM - 5:30 PM 15 166 14 195 5:30 PM - 5:45 PM 11 140 17 168 5:45 PM - 6:00 PM 20 147 20 187 6:00 PM - 6:15 PM 23 107 21 151 6:15 PM - 6:30 PM 25 122 23 170 6:30 PM - 6:45 PM 17 91 15 123 6:45 PM - 7:00 PM 15 86 25 126 Total 210 1478 230 1918 PM One Hour Volumes 4:00 PM - 5:00 PM 67 472 77 616 4:15 PM - 5:15 PM 66 522 77 665 4:30 PM - 5:30 PM 66 569 76 711 4:45 PM - 5:45 PM 58 585 72 715 5:00 PM - 6:00 PM 63 600 69 732 5:15 PM - 6:15 PM 69 560 72 701 5:30 PM - 6:30 PM 79 516 81 676 5:45 PM - 6:45 PM 85 467 79 631 6:00 PM - 7:00 PM 80 406 84 570

PHF

0.69 0.78 0.82 0.83 0.90 0.85 0.83 0.83 0.91

0.91 0.91 0.91 0.92 0.94 0.90 0.90 0.84 0.84

DATE: 9/14/2017 SOUTHBOUND ROAD: South Walter Reed Drive NORTHBOUND ROAD: South Walter Reed Drive DAY: Thursday WEATHER: clear WESTBOUND ROAD: Columbia Pike - 244 COUNTED BY: Maria,Anita & Mina EASTBOUND ROAD: Columbia Pike - 244 INPUTED BY: agan Westbound Northbound Eastbound North Columbia Pike - 244 South Walter Reed Drive Columbia Pike - 244 & Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South 5 12 20 12 15 12 17 22 14 9 14 14 166

80 104 93 95 79 94 105 86 86 72 85 104 1083

13 19 20 15 12 18 21 33 14 22 14 20 221

98 135 133 122 106 124 143 141 114 103 113 138 1470

49 59 59 56 66 65 62 59 51

372 371 361 373 364 371 349 329 347

67 66 65 66 84 86 90 83 70

488 496 485 495 514 522 501 471 468

18 15 22 12 14 17 9 21 9 12 16 15 180

190 187 195 205 213 218 184 218 192 161 187 160 2310

55 56 77 74 76 91 79 77 63 67 57 34 806

263 258 294 291 303 326 272 316 264 240 260 209 3296

67 63 65 52 61 56 51 58 52

777 800 831 820 833 812 755 758 700

262 283 318 320 323 310 286 264 221

1106 1146 1214 1192 1217 1178 1092 1080 973

0.90 0.92 0.91 0.87 0.90 0.91 0.88 0.84 0.85

0.94 0.95 0.93 0.91 0.93 0.90 0.86 0.85 0.92

169 124 106 125 122 126 118 108 86 67 62 45 1258

145 156 156 182 196 178 173 163 142 130 109 108 1838

23 24 24 12 16 20 20 20 22 20 24 14 239

337 304 286 319 334 324 311 291 250 217 195 167 3335

524 477 479 491 474 438 379 323 260

639 690 712 729 710 656 608 544 489

83 76 72 68 76 82 82 86 80

1246 1243 1263 1288 1260 1176 1069 953 829

29 39 27 34 27 28 36 37 63 42 35 34 431

51 44 58 62 69 61 97 85 92 93 62 58 832

19 10 24 24 17 21 19 18 22 11 27 37 249

99 93 109 120 113 110 152 140 177 146 124 129 1512

129 127 116 125 128 164 178 177 174

215 233 250 289 312 335 367 332 305

77 75 86 81 75 80 70 78 97

421 435 452 495 515 579 615 587 576

C-22

0.92 0.93 0.95 0.96 0.94 0.91 0.86 0.82 0.83

0.88 0.91 0.94 0.81 0.85 0.82 0.87 0.83 0.81

3 0 1 5 6 4 9 7 7 8 4 5 59

216 258 278 274 305 291 192 156 187 205 187 131 2680

16 15 21 20 14 39 8 19 27 16 5 15 215

235 273 300 299 325 334 209 182 221 229 196 151 2954

9 12 16 24 26 27 31 26 24

1026 1115 1148 1062 944 826 740 735 710

72 70 94 81 80 93 70 67 63

1107 1197 1258 1167 1050 946 841 828 797

12 16 16 10 14 15 4 18 14 11 20 17 167

119 118 127 143 153 109 114 152 163 138 108 115 1559

21 8 5 8 6 10 13 8 7 10 6 15 117

152 142 148 161 173 134 131 178 184 159 134 147 1843

54 56 55 43 51 51 47 63 62

507 541 532 519 528 538 567 561 524

42 27 29 37 37 38 38 31 38

603 624 616 599 616 627 652 655 624

0.92 0.92 0.94 0.87 0.79 0.71 0.92 0.90 0.87

0.94 0.90 0.89 0.87 0.87 0.85 0.89 0.89 0.85

East & West

Total

381 352 345 404 407 387 371 366 307 274 255 212 4061

333 408 433 421 431 458 352 323 335 332 309 289 4424

714 760 778 825 838 845 723 689 642 606 564 501 8485

1482 1508 1543 1569 1531 1431 1318 1202 1048

1595 1693 1743 1662 1564 1468 1342 1299 1265

3077 3201 3286 3231 3095 2899 2660 2501 2313

232 242 273 290 295 305 320 327 328 316 247 255 3430

415 400 442 452 476 460 403 494 448 399 394 356 5139

647 642 715 742 771 765 723 821 776 715 641 611 8569

1037 1100 1163 1210 1247 1280 1291 1218 1146

1709 1770 1830 1791 1833 1805 1744 1735 1597

2746 2870 2993 3001 3080 3085 3035 2953 2743

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - Bicycles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 Columbia Pike & S. Walter Reed Dr. Arlington County,VA

Southbound Time South Walter Reed Drive Period Right Thru Left Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 0 7:15 AM - 7:30 AM 0 7:30 AM - 7:45 AM 1 1 2 7:45 AM - 8:00 AM 1 1 8:00 AM - 8:15 AM 0 8:15 AM - 8:30 AM 0 8:30 AM - 8:45 AM 1 1 8:45 AM - 9:00 AM 1 1 9:00 AM - 9:15 AM 1 1 9:15 AM - 9:30 AM 0 9:30 AM - 9:45 AM 0 9:45 AM - 10:00 AM 0 Total 2 4 0 6 AM One Hour Volumes 7:00 AM - 8:00 AM 2 1 0 3 7:15 AM - 8:15 AM 2 1 0 3 7:30 AM - 8:30 AM 2 1 0 3 7:45 AM - 8:45 AM 1 1 0 2 8:00 AM - 9:00 AM 0 2 0 2 8:15 AM - 9:15 AM 0 3 0 3 8:30 AM - 9:30 AM 0 3 0 3 8:45 AM - 9:45 AM 0 2 0 2 9:00 AM - 10:00 AM 0 1 0 1 PM 15 Minute Volumes 4:00 PM - 4:15 PM 1 1 4:15 PM - 4:30 PM 1 1 4:30 PM - 4:45 PM 1 1 4:45 PM - 5:00 PM 1 1 5:00 PM - 5:15 PM 1 1 5:15 PM - 5:30 PM 3 3 5:30 PM - 5:45 PM 1 1 5:45 PM - 6:00 PM 0 6:00 PM - 6:15 PM 0 6:15 PM - 6:30 PM 1 1 6:30 PM - 6:45 PM 1 1 6:45 PM - 7:00 PM 1 1 Total 0 12 0 12 PM One Hour Volumes 4:00 PM - 5:00 PM 0 4 0 4 4:15 PM - 5:15 PM 0 4 0 4 4:30 PM - 5:30 PM 0 6 0 6 4:45 PM - 5:45 PM 0 6 0 6 5:00 PM - 6:00 PM 0 5 0 5 5:15 PM - 6:15 PM 0 4 0 4 5:30 PM - 6:30 PM 0 2 0 2 5:45 PM - 6:45 PM 0 2 0 2 6:00 PM - 7:00 PM 0 3 0 3

SOUTHBOUND ROAD: South Walter Reed Drive DATE: 9/14/2017 NORTHBOUND ROAD: South Walter Reed Drive DAY: Thursday WESTBOUND ROAD: Columbia Pike - 244 WEATHER: clear EASTBOUND ROAD: Columbia Pike - 244 COUNTED BY: Anita INPUTED BY: agan Northbound Westbound Eastbound North Columbia Pike - 244 Columbia Pike - 244 South Walter Reed Drive & Right Thru Left Total Right Thru Left Total Right Thru Left Total South

0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

1

2 1 5

0

0 0 0 0 0 2 1 0 0 0 2 1 6

0

1 3

0

0 0 0 1 1 0 0 0 0 0 0 1 3

0 0 0 1 1 1 1 0 0

0 0 2 2 2 2 0 2 3

0 0 0 0 0 0 0 0 0

0 0 2 3 3 3 1 2 3

0 0 0 0 0 0 0 0 0

1 2 2 2 1 0 0 0 1

0 0 0 0 0 0 0 0 0

1 2 2 2 1 0 0 0 1

2 1

1

1 3 2 2 1 2 1 15

2

0 0 3 1 1 1 3 3 2 1 2 1 18

1 1 1 0 0 0 0 0 0

3 3 4 5 6 8 8 7 6

0 1 1 1 2 1 1 1 0

4 5 6 6 8 9 9 8 6

1

2 1 1

1

1 1

C-23

1 1 2 1 2

9

0 0 0 0 0 0 0 0 0

5 6 5 3 2 0 1 2 2

Total

0

1 1 2 1 2 0 0 0 0 1 1 0 9

0 0 5 2 1 1 4 4 3 1 2 1 24

1 1 2 1 2 0 0 0 0 1 1 0 9

1 1 7 3 3 1 4 4 3 2 3 1 33

0 0 0 0 0 0 0 0 0

5 6 5 3 2 0 1 2 2

7 8 9 8 10 12 12 10 7

5 6 5 3 2 0 1 2 2

12 14 14 11 12 12 13 12 9

1 1 1 2 2 3 1 0 0 1 1 2 15

0 0 0 1 1 2 1 0 1 1 2 1 10

1 1 1 3 3 5 2 0 1 2 3 3 25

5 6 8 8 6 4 2 2 4

1 2 4 5 4 4 3 4 5

6 8 12 13 10 8 5 6 9

1 1 0

East & West

3

1

0

0 0 0 1 1 0 0 0 1 1 0 0 4

0 1 1 1 1 1 2 2 2

1 1 1 1 0 0 0 0 0

0 0 0 0 0 0 0 0 0

1 2 2 2 1 1 2 2 2

1 1

1 1

Wells + Associates, Inc. McLean, Virginia Pedestrian Volume Survey

Time Period AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total AM One Hour Volumes 7:00 AM - 8:00 AM 7:15 AM - 8:15 AM 7:30 AM - 8:30 AM 7:45 AM - 8:45 AM 8:00 AM - 9:00 AM 8:15 AM - 9:15 AM 8:30 AM - 9:30 AM 8:45 AM - 9:45 AM 9:00 AM - 10:00 AM PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM Total PM One Hour Volumes 4:00 PM - 5:00 PM 4:15 PM - 5:15 PM 4:30 PM - 5:30 PM 4:45 PM - 5:45 PM 5:00 PM - 6:00 PM 5:15 PM - 6:15 PM 5:30 PM - 6:30 PM 5:45 PM - 6:45 PM 6:00 PM - 7:00 PM

1

Westmont Shopping Center 7298 Columbia Pike & S. Walter Reed Dr. Arlington County,VA 9/14/2017 Thursday clear Maria agan

2

3

4

5

1 2 8

4 7

3 5 6

Columbia Pike - 244

South Walter Reed Drive Columbia Pike - 244

PROJECT: W+A JOB NO: INTERSECTION: LOCATION: DATE: DAY: WEATHER: COUNTED BY: INPUTED BY:

North

South Walter Reed Drive

Movement 7

6

8

2 2 1 6 1 3 2 2 4 3 2 2 30

2 3 2 3 1 1 7 2 2 15 13 51

2 5 4 10 4 4 5 5 6 5 14 3 67

3 11 18 4 12 12 10 13 3 4 8 9 107

1 6 1 3 2 5 5 4 2 7 2 10 48

5 4 3 5 5 1 7 3 3 9 4 6 55

1 1 4 5 2 2 6 5 2 2 3 7 40

1 23

11 10 11 12 8 11 11 11 11

7 10 9 7 12 11 12 26 32

21 23 22 23 18 20 21 30 28

36 45 46 38 47 38 30 28 24

11 12 11 15 16 16 18 15 21

17 17 14 18 16 14 22 19 22

11 12 13 15 15 15 15 12 14

10 9 7 7 6 10 9 8 7

7 6 8 6 13 10 12 14 16 23 19 13 147

11 8 7 6 9 7 11 10 7 12 6 9 103

6 5 3 10 9 6 4 6 9 11 8 18 95

13 14 11 18 11 7 6 12 13 15 12 16 148

15 6 11 7 9 10 4 17 11 9 13 17 129

9 13 9 8 8 7 9 13 9 11 15 8 119

6 11 3 4 9 4 8 10 8 6 7 11 87

10 9 6 6 4 5 6 7 9 11 6 15 94

27 33 37 41 49 52 65 72 71

32 30 29 33 37 35 40 35 34

24 27 28 29 25 25 30 34 46

56 54 47 42 36 38 46 52 56

39 33 37 30 40 42 41 50 50

39 38 32 32 37 38 42 48 43

24 27 20 25 31 30 32 31 32

31 25 21 21 22 27 33 33 41

C-24

1+2

3+4

5+6

7+ 8

Total

18 20 20 19 20 22 23 37 43

57 68 68 61 65 58 51 58 52

28 29 25 33 32 30 40 34 43

21 21 20 22 21 25 24 20 21

124 138 133 135 138 135 138 149 159

59 63 66 74 86 87 105 107 105

80 81 75 71 61 63 76 86 102

78 71 69 62 77 80 83 98 93

55 52 41 46 53 57 65 64 73

272 267 251 253 277 287 329 355 373

3 3 1 3 2 1 1 2 6

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - All Vehicles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 S.Glebe Rd. & 12th Street S. Arlington County,VA

Southbound Time South Glebe Road - 120 Period Right Thru Left Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 8 109 6 123 7:15 AM - 7:30 AM 8 140 1 149 7:30 AM - 7:45 AM 8 171 5 184 7:45 AM - 8:00 AM 6 170 3 179 8:00 AM - 8:15 AM 6 166 4 176 8:15 AM - 8:30 AM 5 153 5 163 8:30 AM - 8:45 AM 7 188 3 198 8:45 AM - 9:00 AM 16 159 3 178 9:00 AM - 9:15 AM 15 178 1 194 9:15 AM - 9:30 AM 8 157 1 166 9:30 AM - 9:45 AM 11 167 3 181 9:45 AM - 10:00 AM 15 160 3 178 Total 113 1918 38 2069 AM One Hour Volumes 7:00 AM - 8:00 AM 30 590 15 635 7:15 AM - 8:15 AM 28 647 13 688 7:30 AM - 8:30 AM 25 660 17 702 7:45 AM - 8:45 AM 24 677 15 716 8:00 AM - 9:00 AM 34 666 15 715 8:15 AM - 9:15 AM 43 678 12 733 8:30 AM - 9:30 AM 46 682 8 736 8:45 AM - 9:45 AM 50 661 8 719 9:00 AM - 10:00 AM 49 662 8 719 PM 15 Minute Volumes 4:00 PM - 4:15 PM 14 232 10 256 4:15 PM - 4:30 PM 13 249 5 267 4:30 PM - 4:45 PM 7 233 1 241 4:45 PM - 5:00 PM 12 178 3 193 5:00 PM - 5:15 PM 11 201 1 213 5:15 PM - 5:30 PM 5 226 4 235 5:30 PM - 5:45 PM 5 268 4 277 5:45 PM - 6:00 PM 6 237 4 247 6:00 PM - 6:15 PM 12 240 4 256 6:15 PM - 6:30 PM 4 237 4 245 6:30 PM - 6:45 PM 6 186 1 193 6:45 PM - 7:00 PM 6 233 1 240 Total 101 2720 42 2863 PM One Hour Volumes 4:00 PM - 5:00 PM 46 892 19 957 4:15 PM - 5:15 PM 43 861 10 914 4:30 PM - 5:30 PM 35 838 9 882 4:45 PM - 5:45 PM 33 873 12 918 5:00 PM - 6:00 PM 27 932 13 972 5:15 PM - 6:15 PM 28 971 16 1015 5:30 PM - 6:30 PM 27 982 16 1025 5:45 PM - 6:45 PM 28 900 13 941 6:00 PM - 7:00 PM 28 896 10 934

PHF

0.86 0.93 0.95 0.90 0.90 0.93 0.93 0.93 0.93

0.90 0.86 0.91 0.83 0.88 0.92 0.93 0.92 0.91

DATE: 9/14/2017 DAY: Thursday WEATHER: clear COUNTED BY: Victor & Mira INPUTED BY: agan Westbound 12th Street South Right Thru Left Total PHF 3 5 9 10 6 5 10 12 3 2 3 4 72

2 1 1 3 1 0 0 0 0 0 1 0 9

2 1 1 4 3 0 1 3 1 1 0 1 18

7 7 11 17 10 5 11 15 4 3 4 5 99

27 30 30 31 33 30 27 20 12

7 6 5 4 1 0 0 1 1

8 9 8 8 7 5 6 5 3

42 45 43 43 41 35 33 26 16

7 8 2 5 4 2 3 6 6 4 6 2 55

1 6 1 2 3 0 1 1 2 4 0 0 21

3 1 0 2 5 3 4 7 0 3 1 2 31

11 15 3 9 12 5 8 14 8 11 7 4 107

22 19 13 14 15 17 19 22 18

10 12 6 6 5 4 8 7 6

6 8 10 14 19 14 14 11 6

38 39 29 34 39 35 41 40 30

0.62 0.66 0.63 0.63 0.68 0.58 0.55 0.43 0.80

0.63 0.65 0.60 0.71 0.70 0.63 0.73 0.71 0.68

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD: Northbound South Glebe Road - 120 Right Thru Left Total 0 2 1 0 1 0 1 0 1 0 1 1 8

325 249 286 295 306 271 286 299 276 274 313 284 3464

5 5 2 2 3 1 4 2 1 4 5 3 37

330 256 289 297 310 272 291 301 278 278 319 288 3509

3 4 2 2 2 2 2 2 3

1155 1136 1158 1158 1162 1132 1135 1162 1147

14 12 8 10 10 8 11 12 13

1172 1152 1168 1170 1174 1142 1148 1176 1163

0 2 0 0 0 1 1 3 3 1 1 2 14

166 200 156 146 150 190 221 228 208 180 187 170 2202

5 6 1 3 5 2 0 2 2 4 2 2 34

171 208 157 149 155 193 222 233 213 185 190 174 2250

2 2 1 2 5 8 8 8 7

668 652 642 707 789 847 837 803 745

15 15 11 10 9 6 8 10 10

685 669 654 719 803 861 853 821 762

C-25

PHF

0.89 0.93 0.94 0.94 0.95 0.95 0.95 0.92 0.91

0.82 0.80 0.85 0.81 0.86 0.92 0.92 0.88 0.89

Right

South Glebe Road - 120 South Glebe Road - 120 12th Street South 12th Street South

Eastbound 12th Street South Thru Left Total

0 0 0 0 0 0 0 1 0 4 5 0 10

1 0 0 0 0 0 0 0 2 3 1 4 11

3 2 3 4 7 1 0 5 6 9 8 8 56

4 2 3 4 7 1 0 6 8 16 14 12 77

0 0 0 0 1 1 5 10 9

1 0 0 0 0 2 5 6 10

12 16 15 12 13 12 20 28 31

13 16 15 12 14 15 30 44 50

2 1 3 3 1 3 0 6 3 2 1 1 26

1 0 2 5 2 1 1 0 0 1 0 1 14

9 6 8 10 6 6 1 4 3 3 5 3 64

12 7 13 18 9 10 2 10 6 6 6 5 104

9 8 10 7 10 12 11 12 7

8 9 10 9 4 2 2 1 2

33 30 30 23 17 14 11 15 14

50 47 50 39 31 28 24 28 23

North & PHF South

East & West

453 405 473 476 486 435 489 479 472 444 500 466 5578

11 9 14 21 17 6 11 21 12 19 18 17 176

464 414 487 497 503 441 500 500 484 463 518 483 5754

1807 1840 1870 1886 1889 1875 1884 1895 1882

55 61 58 55 55 50 63 70 66

1862 1901 1928 1941 1944 1925 1947 1965 1948

427 475 398 342 368 428 499 480 469 430 383 414 5113

23 22 16 27 21 15 10 24 14 17 13 9 211

450 497 414 369 389 443 509 504 483 447 396 423 5324

1642 1583 1536 1637 1775 1876 1878 1762 1696

88 86 79 73 70 63 65 68 53

1730 1669 1615 1710 1845 1939 1943 1830 1749

0.81 0.57 0.54 0.43 0.50 0.47 0.47 0.69 0.78

0.69 0.65 0.69 0.54 0.78 0.70 0.60 0.70 0.96

Total

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - Bicycles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 S.Glebe Rd. & 12th Street S. Arlington County,VA

Southbound Time South Glebe Road - 120 Period Right Thru Left Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 3 3 7:15 AM - 7:30 AM 4 4 7:30 AM - 7:45 AM 1 1 7:45 AM - 8:00 AM 3 3 8:00 AM - 8:15 AM 2 2 8:15 AM - 8:30 AM 2 1 3 8:30 AM - 8:45 AM 1 1 8:45 AM - 9:00 AM 3 3 9:00 AM - 9:15 AM 1 1 9:15 AM - 9:30 AM 1 1 2 9:30 AM - 9:45 AM 0 9:45 AM - 10:00 AM 1 1 Total 0 22 2 24 AM One Hour Volumes 7:00 AM - 8:00 AM 0 11 0 11 7:15 AM - 8:15 AM 0 10 0 10 7:30 AM - 8:30 AM 0 8 1 9 7:45 AM - 8:45 AM 0 8 1 9 8:00 AM - 9:00 AM 0 8 1 9 8:15 AM - 9:15 AM 0 7 1 8 8:30 AM - 9:30 AM 0 6 1 7 8:45 AM - 9:45 AM 0 5 1 6 9:00 AM - 10:00 AM 0 3 1 4 PM 15 Minute Volumes 4:00 PM - 4:15 PM 1 1 2 4:15 PM - 4:30 PM 2 5 7 4:30 PM - 4:45 PM 2 4 1 7 4:45 PM - 5:00 PM 3 4 7 5:00 PM - 5:15 PM 5 1 6 5:15 PM - 5:30 PM 4 2 1 7 5:30 PM - 5:45 PM 2 2 4 5:45 PM - 6:00 PM 1 3 4 6:00 PM - 6:15 PM 4 2 6 6:15 PM - 6:30 PM 2 1 1 4 - 6:45 PM 3 1 4 6:30 PM 6:45 PM - 7:00 PM 3 3 Total 29 29 3 61 PM One Hour Volumes 4:00 PM - 5:00 PM 8 14 1 23 4:15 PM - 5:15 PM 12 14 1 27 4:30 PM - 5:30 PM 14 11 2 27 4:45 PM - 5:45 PM 14 9 1 24 5:00 PM - 6:00 PM 12 8 1 21 5:15 PM - 6:15 PM 11 9 1 21 5:30 PM - 6:30 PM 9 8 1 18 5:45 PM - 6:45 PM 10 7 1 18 6:00 PM - 7:00 PM 9 7 1 17

DATE: DAY: WEATHER: COUNTED BY: INPUTED BY: Westbound 12th Street South Right Thru Left

9/14/2017 Thursday clear Victor agan

Total

3 4

1

2

15

4

0 1 3 1 2 3 1 0 2 3 5 0 21

1 1 1 1 1 1 1 0 0

4 5 7 5 4 3 3 7 7

0 1 1 1 1 2 2 3 3

5 7 9 7 6 6 6 10 10

1

1 2 1 1 3

1

1 2

2

2

2

1

1

4

10

1 6

2 0 5 1 2 2 0 4 0 2 1 1 20

2 2 3 1 1 1 0 1 1

5 5 5 2 4 2 3 3 1

1 1 2 2 3 3 3 3 2

8 8 10 5 8 6 6 7 4

2

3 1 2

1

1

1

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD: Northbound South Glebe Road - 120 Right Thru Left Total

1

1 1 3

2

1 6

4

1 1 1 1 0 0 0 1 1

4 5 7 7 5 6 5 8 11

3 2 2 2 0 2 2 2 3

2 2 1 1 1 1 2 2 1

1

2

3

3 2 3 15

0 0 1 1 1 3 2 2 2

3 4 5 5 4 3 3 5 8

2

1 1 2 3 2 1 3 4 1 1 2 3 24

1 1 1 0 0 0 1 1 1

7 8 8 9 10 9 9 8 7

1

1

C-26

Eastbound 12th Street South Right Thru Left

0 2 0 2 1 4 0 0 2 3 3 3 20

2

1

South Glebe Road - 120 South Glebe Road - 120 12th Street South 12th Street South

1

3

1 2 5 4 2 3 2 1 4 4 5 1 34

4 8 6 9 5 10 3 4 7 9 8 5 78

2 2 2 1 1 1 1 0 0

7 6 5 4 2 4 5 4 4

15 15 16 16 14 14 12 14 15

12 13 14 11 8 10 11 14 14

27 28 30 27 22 24 23 28 29

3 8 10 10 8 8 7 8 7 7 6 6 88

3 2 6 2 5 2 2 7 1 4 1 2 37

6 10 16 12 13 10 9 15 8 11 7 8 125

31 36 36 33 31 30 29 28 26

13 15 15 11 16 12 14 13 8

44 51 51 44 47 42 43 41 34

2

1 1 2 1

1

1

1 1 3 3 2 1 3 4 1 3 2 3 27

2

1 12

3

1 2 1 1 3 0 2 3 1 2 0 1 17

0 0 0 0 0 0 1 1 1

8 9 9 9 10 9 11 10 9

1 1 1 2 1 1 1 0 0

3 4 2 3 6 4 6 5 3

1 2 2 1 1 1 1 1 1

5 7 5 6 8 6 8 6 4

1

Total

3 6 1 5 3 7 1 3 3 5 3 4 44

1

1 2 1 1 2

East & West

1 1 2 3 0 0 1 1 2 1 0 1 13

1 2

North & Total South

1

1 3 1 2

Wells + Associates, Inc. McLean, Virginia Pedestrian Volume Survey

Time Period 1 AM 15 Minute Volumes 7:00 AM - 7:15 AM 1 7:15 AM - 7:30 AM 2 7:30 AM - 7:45 AM 3 7:45 AM - 8:00 AM 2 8:00 AM - 8:15 AM 4 8:15 AM - 8:30 AM 1 8:30 AM - 8:45 AM 2 8:45 AM - 9:00 AM 1 9:00 AM - 9:15 AM 1 9:15 AM - 9:30 AM 3 9:30 AM - 9:45 AM 2 9:45 AM - 10:00 AM 1 Total 23 AM One Hour Volumes 7:00 AM - 8:00 AM 8 7:15 AM - 8:15 AM 11 7:30 AM - 8:30 AM 10 7:45 AM - 8:45 AM 9 8:00 AM - 9:00 AM 8 8:15 AM - 9:15 AM 5 8:30 AM - 9:30 AM 7 8:45 AM - 9:45 AM 7 9:00 AM - 10:00 AM 7 PM 15 Minute Volumes 4:00 PM - 4:15 PM 5 4:15 PM - 4:30 PM 9 4:30 PM - 4:45 PM 3 4:45 PM - 5:00 PM 5 5:00 PM - 5:15 PM 4 5:15 PM - 5:30 PM 3 5:30 PM - 5:45 PM 1 5:45 PM - 6:00 PM 4 6:00 PM - 6:15 PM 5 6:15 PM - 6:30 PM 3 6:30 PM - 6:45 PM 5 6:45 PM - 7:00 PM 4 Total 51 PM One Hour Volumes 4:00 PM - 5:00 PM 22 4:15 PM - 5:15 PM 21 4:30 PM - 5:30 PM 15 4:45 PM - 5:45 PM 13 5:00 PM - 6:00 PM 12 5:15 PM - 6:15 PM 13 5:30 PM - 6:30 PM 13 5:45 PM - 6:45 PM 17 6:00 PM - 7:00 PM 17

Westmont Shopping Center 7298 S.Glebe Rd. & 12th Street S. Arlington County,VA 9/14/2017 Thursday clear Victor agan

2

3

4 1 3

8

4 7 6

Movement 7

6

3 3 2 2 1 3 1 33

1 3 2 2 1 1 4 2 3 24

1 2 4 3 2 1 4 2 1 3 1 2 26

1 4 3 2 1 25

5 6 4 5 8 10 12 12 10

18 16 16 10 8 10 8 8 7

6 6 6 8 8 6 8 8 10

7 7 10 10 11 11 10 9 9

10 11 10 10 9 8 10 7 7

10 9 7 5 5 6 8 10 10

5 6 4 3 5 4 2 5 6 2 3 4 49

3 4 1 2 1 4 3 2 2 4 4 5 35

4 3 1 1 5 3 4 4 6 3 5 4 43

5 6 4 3 2 5 6 5 4 3 2 3 48

3 2 3 4 2 4 3 2 5 2 1 31

3 4 5 4 3 3 5 4 3 5 4 4 47

5 4 2 1 4 3 2 4 5 4 5 4 43

18 18 16 14 16 17 15 16 15

10 8 8 10 10 11 11 12 15

9 10 10 13 16 17 17 18 18

18 15 14 16 18 20 18 14 12

8 9 9 13 13 11 14 12 10

16 16 15 15 15 15 17 16 16

12 11 10 10 13 14 15 18 18

1 2 1 1 4 4 3 1 2 23

4 7 7 7 8 9 8 10 10

3 2

8

2 1 3 1 2 4 3 2 2 3 2 2 27

2 1 1 3 2 1 2 4 1 3 2 22

3 5

North

South Glebe Road - 120

5 2 3 9 4

1 2

12th Street South

South Glebe Road - 120 12th Street South

PROJECT: W+A JOB NO: INTERSECTION: LOCATION: DATE: DAY: WEATHER: COUNTED BY: INPUTED BY:

C-27

1+2

3+4

5+6

7+ 8

Total

12 18 17 16 16 14 15 17 17

23 22 20 15 16 20 20 20 17

13 13 16 18 19 17 18 17 19

20 20 17 15 14 14 18 17 17

68 73 70 64 65 65 71 71 70

40 39 31 27 28 30 28 33 32

19 18 18 23 26 28 28 30 33

26 24 23 29 31 31 32 26 22

28 27 25 25 28 29 32 34 34

113 108 97 104 113 118 120 123 121

4 3 2 1 3 1

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - All Vehicles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 S.Glebe Rd. & Alley Arlington County,VA

Southbound Time South Glebe Road - 120 Period Right Thru Left Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 0 0 0 0 7:15 AM - 7:30 AM 0 0 0 0 7:30 AM - 7:45 AM 0 0 0 0 7:45 AM - 8:00 AM 0 0 0 0 8:00 AM - 8:15 AM 0 0 0 0 8:15 AM - 8:30 AM 0 0 0 0 8:30 AM - 8:45 AM 0 0 0 0 8:45 AM - 9:00 AM 0 0 0 0 9:00 AM - 9:15 AM 0 0 0 0 9:15 AM - 9:30 AM 0 0 0 0 9:30 AM - 9:45 AM 0 0 0 0 9:45 AM - 10:00 AM 0 0 0 0 Total 0 0 0 0 AM One Hour Volumes 7:00 AM - 8:00 AM 0 0 0 0 7:15 AM - 8:15 AM 0 0 0 0 7:30 AM - 8:30 AM 0 0 0 0 7:45 AM - 8:45 AM 0 0 0 0 8:00 AM - 9:00 AM 0 0 0 0 8:15 AM - 9:15 AM 0 0 0 0 8:30 AM - 9:30 AM 0 0 0 0 8:45 AM - 9:45 AM 0 0 0 0 9:00 AM - 10:00 AM 0 0 0 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 0 0 0 0 4:15 PM - 4:30 PM 0 0 0 0 4:30 PM - 4:45 PM 0 0 0 0 4:45 PM - 5:00 PM 0 0 0 0 5:00 PM - 5:15 PM 0 0 0 0 5:15 PM - 5:30 PM 0 0 0 0 5:30 PM - 5:45 PM 0 0 0 0 5:45 PM - 6:00 PM 0 0 0 0 6:00 PM - 6:15 PM 0 0 0 0 6:15 PM - 6:30 PM 0 0 0 0 6:30 PM - 6:45 PM 0 0 0 0 6:45 PM - 7:00 PM 0 0 0 0 Total 0 0 0 0 PM One Hour Volumes 4:00 PM - 5:00 PM 0 0 0 0 4:15 PM - 5:15 PM 0 0 0 0 4:30 PM - 5:30 PM 0 0 0 0 4:45 PM - 5:45 PM 0 0 0 0 5:00 PM - 6:00 PM 0 0 0 0 5:15 PM - 6:15 PM 0 0 0 0 5:30 PM - 6:30 PM 0 0 0 0 5:45 PM - 6:45 PM 0 0 0 0 6:00 PM - 7:00 PM 0 0 0 0

PHF

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

DATE: 9/14/2017 DAY: Thursday WEATHER: clear COUNTED BY: Muris INPUTED BY: agan Westbound Alley Right Thru Left Total 0 1 0 3 0 0 0 1 0 1 0 0 6

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 0 3 0 0 0 1 0 1 0 0 6

4 4 3 3 1 1 2 2 1

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

4 4 3 3 1 1 2 2 1

3 1 0 0 1 2 0 2 6 2 1 5 23

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

3 1 0 0 1 2 0 2 6 2 1 5 23

4 2 3 3 5 10 10 11 14

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

4 2 3 3 5 10 10 11 14

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

PHF

0.33 0.33 0.25 0.25 0.25 0.25 0.50 0.50 0.25

0.33 0.50 0.38 0.38 0.63 0.42 0.42 0.46 0.58

Northbound South Glebe Road - 120 Right Thru Left Total 0 0 0 0 0 1 0 1 1 0 0 0 3

308 353 350 362 321 345 343 304 294 260 286 268 3794

0 0 0 0 0 0 0 0 0 0 0 0 0

308 353 350 362 321 346 343 305 295 260 286 268 3797

0 0 1 1 2 3 2 2 1

1373 1386 1378 1371 1313 1286 1201 1144 1108

0 0 0 0 0 0 0 0 0

1373 1386 1379 1372 1315 1289 1203 1146 1109

0 0 0 0 0 0 0 0 2 0 2 1 5

162 197 175 197 196 176 219 239 195 191 197 190 2334

0 0 0 0 0 0 0 0 0 0 0 0 0

162 197 175 197 196 176 219 239 197 191 199 191 2339

0 0 0 0 0 2 2 4 5

731 765 744 788 830 829 844 822 773

0 0 0 0 0 0 0 0 0

731 765 744 788 830 831 846 826 778

C-28

PHF

0.95 0.96 0.95 0.95 0.95 0.93 0.88 0.94 0.94

0.93 0.97 0.94 0.90 0.87 0.87 0.88 0.86 0.98

Right

South Glebe Road - 120 South Glebe Road - 120 Alley 0

Eastbound 0 Thru Left

Total

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

North & PHF South

East & West

308 353 350 362 321 346 343 305 295 260 286 268 3797

0 1 0 3 0 0 0 1 0 1 0 0 6

308 354 350 365 321 346 343 306 295 261 286 268 3803

1373 1386 1379 1372 1315 1289 1203 1146 1109

4 4 3 3 1 1 2 2 1

1377 1390 1382 1375 1316 1290 1205 1148 1110

162 197 175 197 196 176 219 239 197 191 199 191 2339

3 1 0 0 1 2 0 2 6 2 1 5 23

165 198 175 197 197 178 219 241 203 193 200 196 2362

731 765 744 788 830 831 846 826 778

4 2 3 3 5 10 10 11 14

735 767 747 791 835 841 856 837 792

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - Bicycles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 S.Glebe Rd. & Alley Arlington County,VA

Southbound Time South Glebe Road - 120 Period Right Thru Left Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 0 7:15 AM - 7:30 AM 2 2 7:30 AM - 7:45 AM 0 7:45 AM - 8:00 AM 0 8:00 AM - 8:15 AM 2 2 8:15 AM - 8:30 AM 1 1 8:30 AM - 8:45 AM 2 2 8:45 AM - 9:00 AM 0 9:00 AM - 9:15 AM 0 9:15 AM - 9:30 AM 0 9:30 AM - 9:45 AM 0 9:45 AM - 10:00 AM 0 Total 0 7 0 7 AM One Hour Volumes 7:00 AM - 8:00 AM 0 2 0 2 7:15 AM - 8:15 AM 0 4 0 4 7:30 AM - 8:30 AM 0 3 0 3 7:45 AM - 8:45 AM 0 5 0 5 8:00 AM - 9:00 AM 0 5 0 5 8:15 AM - 9:15 AM 0 3 0 3 8:30 AM - 9:30 AM 0 2 0 2 8:45 AM - 9:45 AM 0 0 0 0 9:00 AM - 10:00 AM 0 0 0 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 0 4:15 PM - 4:30 PM 0 4:30 PM - 4:45 PM 1 1 4:45 PM - 5:00 PM 0 5:00 PM - 5:15 PM 0 5:15 PM - 5:30 PM 1 1 5:30 PM - 5:45 PM 0 5:45 PM - 6:00 PM 1 1 2 6:00 PM - 6:15 PM 0 6:15 PM - 6:30 PM 0 6:30 PM - 6:45 PM 0 6:45 PM - 7:00 PM 0 Total 1 3 0 4 PM One Hour Volumes 4:00 PM - 5:00 PM 0 1 0 1 4:15 PM - 5:15 PM 0 1 0 1 4:30 PM - 5:30 PM 0 2 0 2 4:45 PM - 5:45 PM 0 1 0 1 5:00 PM - 6:00 PM 1 2 0 3 5:15 PM - 6:15 PM 1 2 0 3 5:30 PM - 6:30 PM 1 1 0 2 5:45 PM - 6:45 PM 1 1 0 2 6:00 PM - 7:00 PM 0 0 0 0

DATE: DAY: WEATHER: COUNTED BY: INPUTED BY: Westbound Alley Right Thru Left

9/14/2017 Thursday clear Muris agan

Total

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD: Northbound South Glebe Road - 120 Right Thru Left Total

0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

2 6

0

1 0 0 1 1 1 0 0 0 0 0 2 6

0 0 0 0 0 0 0 0 0

2 2 3 3 2 1 0 0 2

0 0 0 0 0 0 0 0 0

2 2 3 3 2 1 0 0 2

0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

0

0

0 0 0 0 0 0 0 0 0

2 4 4 5 3 1 1 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0

1

5

0 0 0 0 0 0 0 0 0

2 4 4 5 3 1 1 0 0 1

1 1 1

C-29

Eastbound 0 Thru Left

0 0 0 2 2 0 1 0 0 0 0 0 5

2 2

0

Right

South Glebe Road - 120 South Glebe Road - 120 Alley 0 North & Total South

East & West

Total

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 2 0 2 4 1 3 0 0 0 0 0 12

0 0 0 0 0 0 0 0 0 0 0 0 0

0 2 0 2 4 1 3 0 0 0 0 0 12

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

4 8 7 10 8 4 3 0 0

0 0 0 0 0 0 0 0 0

4 8 7 10 8 4 3 0 0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

1 0 1 1 1 2 0 2 0 0 0 2 10

0 0 0 0 0 0 0 0 0 0 0 0 0

1 0 1 1 1 2 0 2 0 0 0 2 10

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

3 3 5 4 5 4 2 2 2

0 0 0 0 0 0 0 0 0

3 3 5 4 5 4 2 2 2

Wells + Associates, Inc. McLean, Virginia Pedestrian Volume Survey

Time Period 1 AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total 0 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 0 7:45 AM - 8:45 AM 0 8:00 AM - 9:00 AM 0 8:15 AM - 9:15 AM 0 8:30 AM - 9:30 AM 0 8:45 AM - 9:45 AM 0 9:00 AM - 10:00 AM 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM Total 0 PM One Hour Volumes 4:00 PM - 5:00 PM 0 4:15 PM - 5:15 PM 0 4:30 PM - 5:30 PM 0 4:45 PM - 5:45 PM 0 5:00 PM - 6:00 PM 0 5:15 PM - 6:15 PM 0 5:30 PM - 6:30 PM 0 5:45 PM - 6:45 PM 0 6:00 PM - 7:00 PM 0

Westmont Shopping Center 7298 S.Glebe Rd. & Alley Arlington County,VA 9/14/2017 Thursday clear Muris agan

2

3

4

South Glebe Road - 120

1 8

4 7

3

Alley

2 0

PROJECT: W+A JOB NO: INTERSECTION: LOCATION: DATE: DAY: WEATHER: COUNTED BY: INPUTED BY:

North

5 6 South Glebe Road - 120

5

Movement 7

6

8

1+2

3+4

5+6

7+ 8

Total

0 0 0 0 0 0 0 0 0

20 24 19 18 12 11 13 15 14

0 0 0 0 0 0 0 0 0

1 3 5 8 9 6 8 9 10

21 27 24 26 21 17 21 24 24

0 0 0 0 0 0 0 0 0

20 24 27 24 24 28 25 26 34

0 0 0 0 0 0 0 0 0

12 16 12 14 14 10 12 8 9

32 40 39 38 38 38 37 34 43

1

0

1 1

7 4 9 4 2 3 3 3 4 5 1 45

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 1

20 24 19 18 12 11 13 15 13 1

0

1 2 3 4 3 4 4 3 8 2 5 8 47

3 6 31

0

0

2 13

2 1 2 4 2 3 1 1 4 1 1 22

0 0 0 0 0 0 0 0 0

10 12 14 15 14 19 17 18 23

10 12 13 9 10 9 8 8 11

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

7 7 3 3 4 3 3 1 2

5 9 9 11 10 7 9 7 7

1 2 1

3

2 2 1

0

0

7

1 4 2 13

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 1 3 4 4 3 4 3 3

1 2 2 4 5 3 4 6 7

1 4 2

7 2 3 1 3 3 2

1 2 1

C-30

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - All Vehicles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 S.Glebe Rd. & Site Entr. Arlington County,VA

Southbound Time South Glebe Road - 120 Period Right Thru Left Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 0 0 2 2 7:15 AM - 7:30 AM 0 0 1 1 7:30 AM - 7:45 AM 0 0 2 2 7:45 AM - 8:00 AM 0 0 2 2 8:00 AM - 8:15 AM 0 0 0 0 8:15 AM - 8:30 AM 0 0 1 1 8:30 AM - 8:45 AM 0 0 3 3 8:45 AM - 9:00 AM 0 0 3 3 9:00 AM - 9:15 AM 0 0 3 3 9:15 AM - 9:30 AM 0 0 0 0 9:30 AM - 9:45 AM 0 0 2 2 9:45 AM - 10:00 AM 0 0 0 0 Total 0 0 19 19 AM One Hour Volumes 7:00 AM - 8:00 AM 0 0 7 7 7:15 AM - 8:15 AM 0 0 5 5 7:30 AM - 8:30 AM 0 0 5 5 7:45 AM - 8:45 AM 0 0 6 6 8:00 AM - 9:00 AM 0 0 7 7 8:15 AM - 9:15 AM 0 0 10 10 8:30 AM - 9:30 AM 0 0 9 9 8:45 AM - 9:45 AM 0 0 8 8 9:00 AM - 10:00 AM 0 0 5 5 PM 15 Minute Volumes 4:00 PM - 4:15 PM 0 0 5 5 4:15 PM - 4:30 PM 0 0 6 6 4:30 PM - 4:45 PM 0 0 4 4 4:45 PM - 5:00 PM 0 0 2 2 5:00 PM - 5:15 PM 0 0 4 4 5:15 PM - 5:30 PM 0 0 7 7 5:30 PM - 5:45 PM 0 0 5 5 5:45 PM - 6:00 PM 0 0 8 8 6:00 PM - 6:15 PM 0 0 9 9 6:15 PM - 6:30 PM 0 0 6 6 6:30 PM - 6:45 PM 0 0 4 4 6:45 PM - 7:00 PM 0 0 5 5 Total 0 0 65 65 PM One Hour Volumes 4:00 PM - 5:00 PM 0 0 17 17 4:15 PM - 5:15 PM 0 0 16 16 4:30 PM - 5:30 PM 0 0 17 17 4:45 PM - 5:45 PM 0 0 18 18 5:00 PM - 6:00 PM 0 0 24 24 5:15 PM - 6:15 PM 0 0 29 29 5:30 PM - 6:30 PM 0 0 28 28 5:45 PM - 6:45 PM 0 0 27 27 6:00 PM - 7:00 PM 0 0 24 24

PHF

0.88 0.63 0.63 0.50 0.58 0.83 0.75 0.67 0.42

0.71 0.67 0.61 0.64 0.75 0.81 0.78 0.75 0.67

DATE: 9/14/2017 DAY: Thursday WEATHER: clear COUNTED BY: Majda INPUTED BY: agan Westbound Site Entrance Right Thru Left Total 3 5 5 3 1 3 7 5 3 3 3 2 43

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

3 5 5 3 1 3 7 5 3 3 3 2 43

16 14 12 14 16 18 18 14 11

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

16 14 12 14 16 18 18 14 11

5 13 6 9 13 5 8 16 14 7 15 12 123

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

5 13 6 9 13 5 8 16 14 7 15 12 123

33 41 33 35 42 43 45 52 48

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

33 41 33 35 42 43 45 52 48

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

PHF

0.80 0.70 0.60 0.50 0.57 0.64 0.64 0.70 0.92

0.63 0.79 0.63 0.67 0.66 0.67 0.70 0.81 0.80

Northbound South Glebe Road - 120 Right Thru Left Total 3 1 2 4 4 2 0 1 2 2 3 3 27

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

3 1 2 4 4 2 0 1 2 2 3 3 27

10 11 12 10 7 5 5 8 10

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

10 11 12 10 7 5 5 8 10

8 4 6 8 5 6 4 14 9 9 5 10 88

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

8 4 6 8 5 6 4 14 9 9 5 10 88

26 23 25 23 29 33 36 37 33

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

26 23 25 23 29 33 36 37 33

C-31

PHF

0.63 0.69 0.75 0.63 0.44 0.63 0.63 0.67 0.83

0.81 0.72 0.78 0.72 0.52 0.59 0.64 0.66 0.83

Right

South Glebe Road - 120 South Glebe Road - 120 Site Entrance 0

Eastbound 0 Thru Left

Total

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

North & PHF South

East & West

5 2 4 6 4 3 3 4 5 2 5 3 46

3 5 5 3 1 3 7 5 3 3 3 2 43

8 7 9 9 5 6 10 9 8 5 8 5 89

17 16 17 16 14 15 14 16 15

16 14 12 14 16 18 18 14 11

33 30 29 30 30 33 32 30 26

13 10 10 10 9 13 9 22 18 15 9 15 153

5 13 6 9 13 5 8 16 14 7 15 12 123

18 23 16 19 22 18 17 38 32 22 24 27 276

43 39 42 41 53 62 64 64 57

33 41 33 35 42 43 45 52 48

76 80 75 76 95 105 109 116 105

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - Bicycles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 S.Glebe Rd. & Site Entr. Arlington County,VA

Southbound Time South Glebe Road - 120 Period Right Thru Left Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 0 7:15 AM - 7:30 AM 1 1 7:30 AM - 7:45 AM 0 7:45 AM - 8:00 AM 1 1 8:00 AM - 8:15 AM 1 1 8:15 AM - 8:30 AM 1 1 8:30 AM - 8:45 AM 1 1 8:45 AM - 9:00 AM 0 9:00 AM - 9:15 AM 0 9:15 AM - 9:30 AM 0 9:30 AM - 9:45 AM 0 9:45 AM - 10:00 AM 0 Total 0 4 1 5 AM One Hour Volumes 7:00 AM - 8:00 AM 0 2 0 2 7:15 AM - 8:15 AM 0 3 0 3 7:30 AM - 8:30 AM 0 2 1 3 7:45 AM - 8:45 AM 0 3 1 4 8:00 AM - 9:00 AM 0 2 1 3 8:15 AM - 9:15 AM 0 1 1 2 8:30 AM - 9:30 AM 0 1 0 1 8:45 AM - 9:45 AM 0 0 0 0 9:00 AM - 10:00 AM 0 0 0 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 0 4:15 PM - 4:30 PM 0 4:30 PM - 4:45 PM 1 1 4:45 PM - 5:00 PM 0 5:00 PM - 5:15 PM 0 5:15 PM - 5:30 PM 0 5:30 PM - 5:45 PM 0 5:45 PM - 6:00 PM 0 6:00 PM - 6:15 PM 0 6:15 PM - 6:30 PM 0 6:30 PM - 6:45 PM 0 6:45 PM - 7:00 PM 0 Total 0 1 0 1 PM One Hour Volumes 4:00 PM - 5:00 PM 0 1 0 1 4:15 PM - 5:15 PM 0 1 0 1 4:30 PM - 5:30 PM 0 1 0 1 4:45 PM - 5:45 PM 0 0 0 0 5:00 PM - 6:00 PM 0 0 0 0 5:15 PM - 6:15 PM 0 0 0 0 5:30 PM - 6:30 PM 0 0 0 0 5:45 PM - 6:45 PM 0 0 0 0 6:00 PM - 7:00 PM 0 0 0 0

DATE: DAY: WEATHER: COUNTED BY: INPUTED BY: Westbound Site Entrance Right Thru Left

9/14/2017 Thursday clear Majda agan

Total

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD: Northbound South Glebe Road - 120 Right Thru Left Total

0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

1 1

0

0 0 0 0 0 0 0 0 0 0 0 1 1

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 1

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 1

0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

0

0

0 0 0 0 0 0 0 0 0

3 3 3 4 2 2 2 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0

2

5

0 0 0 0 0 0 0 0 0

3 3 3 4 2 2 2 0 0

C-32

Eastbound 0 Thru Left

0 0 1 2 0 0 2 0 0 0 0 0 5

1 2

0

Right

South Glebe Road - 120 South Glebe Road - 120 Site Entrance 0 North & Total South

East & West

Total

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 1 3 1 1 3 0 0 0 0 0 10

0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 1 3 1 1 3 0 0 0 0 0 10

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

5 6 6 8 5 4 3 0 0

0 0 0 0 0 0 0 0 0

5 6 6 8 5 4 3 0 0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 1 0 0 0 0 0 0 0 0 1 2

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 1 0 0 0 0 0 0 0 0 1 2

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

1 1 1 0 0 0 0 0 1

0 0 0 0 0 0 0 0 0

1 1 1 0 0 0 0 0 1

Wells + Associates, Inc. McLean, Virginia Pedestrian Volume Survey

Time Period 1 AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total 0 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 0 7:45 AM - 8:45 AM 0 8:00 AM - 9:00 AM 0 8:15 AM - 9:15 AM 0 8:30 AM - 9:30 AM 0 8:45 AM - 9:45 AM 0 9:00 AM - 10:00 AM 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 1 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 1 5:45 PM - 6:00 PM 1 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM 1 Total 4 PM One Hour Volumes 4:00 PM - 5:00 PM 1 4:15 PM - 5:15 PM 1 4:30 PM - 5:30 PM 0 4:45 PM - 5:45 PM 1 5:00 PM - 6:00 PM 2 5:15 PM - 6:15 PM 2 5:30 PM - 6:30 PM 2 5:45 PM - 6:45 PM 1 6:00 PM - 7:00 PM 1

Westmont Shopping Center 7298 S.Glebe Rd. & Site Entr. Arlington County,VA 9/14/2017 Thursday clear Majda agan

2

3

4

2

1

South Glebe Road - 120

4 7

North

6 South Glebe Road - 120

Movement 7

6

1

3+4

5+6

7+ 8

Total

2 2

1

0 0 0 0 0 0 0 0 0

18 19 15 14 10 11 10 12 9

0 1 1 1 1 1 3 5 5

0 2 2 4 8 7 8 9 6

18 22 18 19 19 19 21 26 20

3 2 0 1 2 2 3 2 2

17 20 23 20 21 23 23 25 33

0 0 0 0 0 0 0 0 0

3 6 3 7 12 12 16 15 16

23 28 26 28 35 37 42 42 51

1

0

3

34

1

5

7

0 0 0 0 0 0 0 0 0

2 3 1 1 1 0 0 0 0

16 16 14 13 9 11 10 12 9

0 0 0 0 0 1 1 1 1

0 1 1 1 1 0 2 4 4

0 0 0 1 5 6 6 6 2

0 2 2 3 3 1 2 3 4

1 1

1 1 3 1 4 2 2 2

2

1

1

2

3

3 1 6 1 3 3 4 1 9 3 5 5 44

2 3 6 27

0

0

1 1 2 1 2 2 12

3 4 1 3 1 4 19

2 1 0 0 0 0 1 1 1

11 11 13 11 11 17 17 18 22

6 9 10 9 10 6 6 7 11

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

2 3 1 2 3 4 5 6 7

1 3 2 5 9 8 11 9 9

C-33

1+2

2 1 4 1

1

8

1 2 1 7

1

3 5

5 1 4 4 7 1 2 3 3 3 1 5

8

Site Entrance

1 2 0

PROJECT: W+A JOB NO: INTERSECTION: LOCATION: DATE: DAY: WEATHER: COUNTED BY: INPUTED BY:

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - All Vehicles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 Columbia Pike & Alley Arlington County,VA

Time Period Right AM 15 Minute Volumes 7:00 AM - 7:15 AM 0 7:15 AM - 7:30 AM 0 7:30 AM - 7:45 AM 0 7:45 AM - 8:00 AM 0 8:00 AM - 8:15 AM 0 8:15 AM - 8:30 AM 1 8:30 AM - 8:45 AM 1 8:45 AM - 9:00 AM 1 9:00 AM - 9:15 AM 5 9:15 AM - 9:30 AM 0 9:30 AM - 9:45 AM 3 9:45 AM - 10:00 AM 2 Total 13 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 1 7:45 AM - 8:45 AM 2 8:00 AM - 9:00 AM 3 8:15 AM - 9:15 AM 8 8:30 AM - 9:30 AM 7 8:45 AM - 9:45 AM 9 9:00 AM - 10:00 AM 10 PM 15 Minute Volumes 4:00 PM - 4:15 PM 2 4:15 PM - 4:30 PM 1 4:30 PM - 4:45 PM 3 4:45 PM - 5:00 PM 5 5:00 PM - 5:15 PM 4 5:15 PM - 5:30 PM 7 5:30 PM - 5:45 PM 0 5:45 PM - 6:00 PM 7 6:00 PM - 6:15 PM 7 6:15 PM - 6:30 PM 6 6:30 PM - 6:45 PM 4 6:45 PM - 7:00 PM 5 Total 51 PM One Hour Volumes 4:00 PM - 5:00 PM 11 4:15 PM - 5:15 PM 13 4:30 PM - 5:30 PM 19 4:45 PM - 5:45 PM 16 5:00 PM - 6:00 PM 18 5:15 PM - 6:15 PM 21 5:30 PM - 6:30 PM 20 5:45 PM - 6:45 PM 24 6:00 PM - 7:00 PM 22

Southbound Alley Thru Left Total 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 3 1 0 1 0 1 1 1 2 10

0 0 0 3 1 1 2 1 6 1 4 4 23

0 0 0 0 0 0 0 0 0

3 4 4 5 2 2 3 3 5

3 4 5 7 5 10 10 12 15

0 0 0 0 0 0 0 0 0 0 0 0 0

6 2 0 2 0 0 0 1 1 1 2 0 15

8 3 3 7 4 7 0 8 8 7 6 5 66

0 0 0 0 0 0 0 0 0

10 4 2 2 1 2 3 5 4

21 17 21 18 19 23 23 29 26

PHF

0.25 0.33 0.42 0.58 0.63 0.42 0.42 0.50 0.63

0.66 0.61 0.75 0.64 0.59 0.72 0.72 0.91 0.81

DATE: 9/14/2017 DAY: Thursday WEATHER: clear COUNTED BY: Sylla INPUTED BY: agan Westbound Columbia Pike - 244 Right Thru Left Total 0 3 7 2 2 8 6 3 1 2 2 3 39

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 3 7 2 2 8 6 3 1 2 2 3 39

12 14 19 18 19 18 12 8 8

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

12 14 19 18 19 18 12 8 8

6 10 6 1 3 4 7 5 8 4 5 9 68

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

6 10 6 1 3 4 7 5 8 4 5 9 68

23 20 14 15 19 24 24 22 26

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

23 20 14 15 19 24 24 22 26

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

PHF

0.43 0.50 0.59 0.56 0.59 0.56 0.50 0.67 0.67

0.58 0.50 0.58 0.54 0.68 0.75 0.75 0.69 0.72

Right

Northbound 0 Thru Left Total

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

C-34

PHF

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Right

Alley 0 Columbia Pike - 244 Columbia Pike - 244

Eastbound Columbia Pike - 244 Thru Left Total

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 1 1 0 1 1 4 3 0 1 4 16

0 0 1 1 0 1 1 4 3 0 1 4 16

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

2 2 3 3 6 9 8 8 8

2 2 3 3 6 9 8 8 8

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 2 0 1 0 1 1 0 1 1 0 7

0 0 2 0 1 0 1 1 0 1 1 0 7

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

2 3 3 2 3 2 3 3 2

2 3 3 2 3 2 3 3 2

North & PHF South

East & West

0 0 0 3 1 1 2 1 6 1 4 4 23

0 3 8 3 2 9 7 7 4 2 3 7 55

0 3 8 6 3 10 9 8 10 3 7 11 78

3 4 5 7 5 10 10 12 15

14 16 22 21 25 27 20 16 16

17 20 27 28 30 37 30 28 31

8 3 3 7 4 7 0 8 8 7 6 5 66

6 10 8 1 4 4 8 6 8 5 6 9 75

14 13 11 8 8 11 8 14 16 12 12 14 141

21 17 21 18 19 23 23 29 26

25 23 17 17 22 26 27 25 28

46 40 38 35 41 49 50 54 54

0.50 0.50 0.75 0.75 0.38 0.56 0.50 0.50 0.50

0.25 0.38 0.38 0.50 0.75 0.50 0.75 0.75 0.50

Total

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - Bicycles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 Columbia Pike & Alley Arlington County,VA

Time Period Right AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total 0 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 0 7:45 AM - 8:45 AM 0 8:00 AM - 9:00 AM 0 8:15 AM - 9:15 AM 0 8:30 AM - 9:30 AM 0 8:45 AM - 9:45 AM 0 9:00 AM - 10:00 AM 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM Total 0 PM One Hour Volumes 4:00 PM - 5:00 PM 0 4:15 PM - 5:15 PM 0 4:30 PM - 5:30 PM 0 4:45 PM - 5:45 PM 0 5:00 PM - 6:00 PM 0 5:15 PM - 6:15 PM 0 5:30 PM - 6:30 PM 0 5:45 PM - 6:45 PM 0 6:00 PM - 7:00 PM 0

Southbound Alley Thru Left

Total

DATE: 9/14/2017 DAY: Thursday WEATHER: clear COUNTED BY: Sylla INPUTED BY: agan Westbound Columbia Pike - 244 Right Thru Left Total

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0

0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

2 3 1 1 1 0 1 1 1

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0

4

0

1 0 1 0 0 0 0 0 1 0 1 0 4

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

2 1 1 0 0 1 1 2 2

0 0 0 0 0 0 0 0 0

2 1 1 0 0 1 1 2 2

0 0 0 0 0 0 0 0 0

1

1

4

0 0 0 0 0 0 0 0 0

2 3 1 1 1 0 1 1 1

Right

Northbound 0 Thru Left

0 2 0 0 1 0 0 0 0 1 0 0 4

2

0

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

1 1

1 1

Eastbound Columbia Pike - 244 Right Thru Left

1

0 0 0 0 0 1 0 0 0 0 0 0 1

0

2

0 0 1 1 1 1 0 0 0

0 0 1 1 1 1 0 0 0

0 0 0 0 0 0 0 0 0

1 1 1 1 0 1 1 1 1

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

1

C-35

Total

Alley 0 Columbia Pike - 244 Columbia Pike - 244 North & Total South

East & West

Total

0

0 0 0 1 0 0 0 0 1 0 0 0 2

0 0 0 0 0 1 0 0 0 0 0 0 1

0 2 0 1 1 0 0 0 1 1 0 0 6

0 2 0 1 1 1 0 0 1 1 0 0 7

0 0 0 0 0 0 0 0 0

1 1 1 1 0 1 1 1 1

0 0 1 1 1 1 0 0 0

3 4 2 2 1 1 2 2 2

3 4 3 3 2 2 2 2 2

0

2 1 2 8

0

0 0 1 0 0 2 0 0 0 2 1 2 8

0 0 0 0 0 0 0 0 0 0 0 0 0

1 0 2 0 0 2 0 0 1 2 2 2 12

1 0 2 0 0 2 0 0 1 2 2 2 12

0 0 0 0 0 0 0 0 0

1 1 3 2 2 2 2 3 5

0 0 0 0 0 0 0 0 0

1 1 3 2 2 2 2 3 5

0 0 0 0 0 0 0 0 0

3 2 4 2 2 3 3 5 7

3 2 4 2 2 3 3 5 7

1

1

1

2

Wells + Associates, Inc. McLean, Virginia Pedestrian Volume Survey

Time Period 1 AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 1 8:00 AM - 8:15 AM 2 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM 2 Total 5 AM One Hour Volumes 7:00 AM - 8:00 AM 1 7:15 AM - 8:15 AM 3 7:30 AM - 8:30 AM 3 7:45 AM - 8:45 AM 3 8:00 AM - 9:00 AM 2 8:15 AM - 9:15 AM 0 8:30 AM - 9:30 AM 0 8:45 AM - 9:45 AM 0 9:00 AM - 10:00 AM 2 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 2 4:30 PM - 4:45 PM 1 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 1 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 1 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM 1 Total 6 PM One Hour Volumes 4:00 PM - 5:00 PM 3 4:15 PM - 5:15 PM 3 4:30 PM - 5:30 PM 2 4:45 PM - 5:45 PM 1 5:00 PM - 6:00 PM 1 5:15 PM - 6:15 PM 2 5:30 PM - 6:30 PM 1 5:45 PM - 6:45 PM 1 6:00 PM - 7:00 PM 2

Westmont Shopping Center 7298 Columbia Pike & Alley Arlington County,VA 9/14/2017 Thursday clear Sylla agan

2

3

4

1 1 1 2 1 1

8

4 7 6

Movement 7

6 6 2 1 11 4

8

North

1 3 4

0

1

3 5 5 5 4 2 1 0 2

0 0 0 0 0 0 0 0 0

1 1 1 1 0 0 0 0 0

20 18 16 16 9 7 10 19 17

4 4 4 8 8 10 8 4 9

0 0 0 0 0 0 0 0 0

0 0 2 2 2 2 0 0 0

5 1 6 4 4 6 2 8 3 9 3 4 55

0

0

16 15 20 16 20 19 22 23 19

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

2

0

0

2 2 2 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

29 26 20 15 11 12 11 14 15

3+4

5+6

7+ 8

Total

4 8 8 8 6 2 1 0 4

1 1 1 1 0 0 0 0 0

24 22 20 24 17 17 18 23 26

0 0 2 2 2 2 0 0 0

29 31 31 35 25 21 19 23 30

5 5 4 1 1 2 1 1 2

0 0 0 0 0 0 0 0 0

45 41 40 31 31 31 33 37 34

0 0 0 0 0 0 0 0 0

50 46 44 32 32 33 34 38 36

2

2 9

6 10 7 6 3 4 2 2 4 3 5 3 55

1+2

1 3

1 4 2 3 10 2 46

2

3 5 0

5

1

1 2

Columbia Pike - 244

Alley Columbia Pike - 244

PROJECT: W+A JOB NO: INTERSECTION: LOCATION: DATE: DAY: WEATHER: COUNTED BY: INPUTED BY:

3 1 5 21

0

2

C-36

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - All Vehicles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 Columbia Pike & Alley Arlington County,VA

Time Period Right AM 15 Minute Volumes 7:00 AM - 7:15 AM 1 7:15 AM - 7:30 AM 1 7:30 AM - 7:45 AM 1 7:45 AM - 8:00 AM 0 8:00 AM - 8:15 AM 0 8:15 AM - 8:30 AM 0 8:30 AM - 8:45 AM 0 8:45 AM - 9:00 AM 0 9:00 AM - 9:15 AM 1 9:15 AM - 9:30 AM 0 9:30 AM - 9:45 AM 1 9:45 AM - 10:00 AM 0 Total 5 AM One Hour Volumes 7:00 AM - 8:00 AM 3 7:15 AM - 8:15 AM 2 7:30 AM - 8:30 AM 1 7:45 AM - 8:45 AM 0 8:00 AM - 9:00 AM 0 8:15 AM - 9:15 AM 1 8:30 AM - 9:30 AM 1 8:45 AM - 9:45 AM 2 9:00 AM - 10:00 AM 2 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4 4:15 PM - 4:30 PM 2 4:30 PM - 4:45 PM 4 4:45 PM - 5:00 PM 1 5:00 PM - 5:15 PM 4 5:15 PM - 5:30 PM 1 5:30 PM - 5:45 PM 5 5:45 PM - 6:00 PM 9 6:00 PM - 6:15 PM 5 6:15 PM - 6:30 PM 3 6:30 PM - 6:45 PM 4 6:45 PM - 7:00 PM 3 Total 45 PM One Hour Volumes 4:00 PM - 5:00 PM 11 4:15 PM - 5:15 PM 11 4:30 PM - 5:30 PM 10 4:45 PM - 5:45 PM 11 5:00 PM - 6:00 PM 19 5:15 PM - 6:15 PM 20 5:30 PM - 6:30 PM 22 5:45 PM - 6:45 PM 21 6:00 PM - 7:00 PM 15

Southbound Alley Thru Left Total 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 1 0 1 0 0 0 0 0 2

1 1 1 0 1 0 1 0 1 0 1 0 7

0 0 0 0 0 0 0 0 0

0 1 1 2 2 1 1 0 0

3 3 2 2 2 2 2 2 2

0 0 0 0 0 0 0 0 0 0 0 0 0

1 0 0 1 0 0 0 2 1 1 2 0 8

5 2 4 2 4 1 5 11 6 4 6 3 53

0 0 0 0 0 0 0 0 0

2 1 1 1 2 3 4 6 4

13 12 11 12 21 23 26 27 19

PHF

0.75 0.75 0.50 0.50 0.50 0.50 0.50 0.50 0.50

0.65 0.75 0.69 0.60 0.48 0.52 0.59 0.61 0.79

DATE: 9/14/2017 DAY: Thursday WEATHER: clear COUNTED BY: Meli INPUTED BY: agan Westbound Columbia Pike - 244 Right Thru Left Total 0 0 0 0 1 1 2 2 2 0 0 1 9

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 1 1 2 2 2 0 0 1 9

0 1 2 4 6 7 6 4 3

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 1 2 4 6 7 6 4 3

5 1 1 0 0 3 1 1 1 1 0 0 14

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

5 1 1 0 0 3 1 1 1 1 0 0 14

7 2 4 4 5 6 4 3 2

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

7 2 4 4 5 6 4 3 2

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

PHF

0.00 0.25 0.50 0.50 0.75 0.88 0.75 0.50 0.38

0.35 0.50 0.33 0.33 0.42 0.50 1.00 0.75 0.50

Right

Northbound 0 Thru Left Total

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

C-37

PHF

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Right

Alley 0 Columbia Pike - 244 Columbia Pike - 244

Eastbound Columbia Pike - 244 Thru Left Total

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

2 0 0 1 0 0 0 1 1 1 1 0 7

2 0 0 1 0 0 0 1 1 1 1 0 7

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

3 1 1 1 1 2 3 4 3

3 1 1 1 1 2 3 4 3

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 1 1 0 0 2 2 3 5 3 6 23

0 0 1 1 0 0 2 2 3 5 3 6 23

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

2 2 2 3 4 7 12 13 17

2 2 2 3 4 7 12 13 17

North & PHF South

East & West

1 1 1 0 1 0 1 0 1 0 1 0 7

2 0 0 1 1 1 2 3 3 1 1 1 16

3 1 1 1 2 1 3 3 4 1 2 1 23

3 3 2 2 2 2 2 2 2

3 2 3 5 7 9 9 8 6

6 5 5 7 9 11 11 10 8

5 2 4 2 4 1 5 11 6 4 6 3 53

5 1 2 1 0 3 3 3 4 6 3 6 37

10 3 6 3 4 4 8 14 10 10 9 9 90

13 12 11 12 21 23 26 27 19

9 4 6 7 9 13 16 16 19

22 16 17 19 30 36 42 43 38

0.38 0.25 0.25 0.25 0.25 0.50 0.75 1.00 0.75

0.50 0.50 0.50 0.38 0.50 0.58 0.60 0.65 0.71

Total

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - Bicycles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 Columbia Pike & Alley Arlington County,VA

Time Period Right AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total 0 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 0 7:45 AM - 8:45 AM 0 8:00 AM - 9:00 AM 0 8:15 AM - 9:15 AM 0 8:30 AM - 9:30 AM 0 8:45 AM - 9:45 AM 0 9:00 AM - 10:00 AM 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM Total 0 PM One Hour Volumes 4:00 PM - 5:00 PM 0 4:15 PM - 5:15 PM 0 4:30 PM - 5:30 PM 0 4:45 PM - 5:45 PM 0 5:00 PM - 6:00 PM 0 5:15 PM - 6:15 PM 0 5:30 PM - 6:30 PM 0 5:45 PM - 6:45 PM 0 6:00 PM - 7:00 PM 0

Southbound Alley Thru Left

Total

DATE: 9/14/2017 DAY: Thursday WEATHER: clear COUNTED BY: 0 INPUTED BY: agan Westbound Columbia Pike - 244 Right Thru Left Total

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

Right

Northbound 0 Thru Left

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0

C-38

Total

Alley 0 Columbia Pike - 244 Columbia Pike - 244

Eastbound Columbia Pike - 244 Right Thru Left

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

North & Total South

East & West

Total

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

Wells + Associates, Inc. McLean, Virginia Pedestrian Volume Survey

Time Period 1 AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total 0 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 0 7:45 AM - 8:45 AM 0 8:00 AM - 9:00 AM 0 8:15 AM - 9:15 AM 0 8:30 AM - 9:30 AM 0 8:45 AM - 9:45 AM 0 9:00 AM - 10:00 AM 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM Total 0 PM One Hour Volumes 4:00 PM - 5:00 PM 0 4:15 PM - 5:15 PM 0 4:30 PM - 5:30 PM 0 4:45 PM - 5:45 PM 0 5:00 PM - 6:00 PM 0 5:15 PM - 6:15 PM 0 5:30 PM - 6:30 PM 0 5:45 PM - 6:45 PM 0 6:00 PM - 7:00 PM 0

Westmont Shopping Center 7298 Columbia Pike & Alley Arlington County,VA 9/14/2017 Thursday clear 0 agan

2

3

4

1 2 8

4 7

3 5 6

Columbia Pike - 244

Alley Columbia Pike - 244

PROJECT: W+A JOB NO: INTERSECTION: LOCATION: DATE: DAY: WEATHER: COUNTED BY: INPUTED BY:

North

0

5

Movement 7

6

8

0

0

0

0

0

0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

0

0

0

0

0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

C-39

1+2

3+4

5+6

7+ 8

Total

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - All Vehicles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 Service Rd. & Alley Arlington County,VA

Time Period Right AM 15 Minute Volumes 7:00 AM - 7:15 AM 0 7:15 AM - 7:30 AM 0 7:30 AM - 7:45 AM 0 7:45 AM - 8:00 AM 0 8:00 AM - 8:15 AM 0 8:15 AM - 8:30 AM 0 8:30 AM - 8:45 AM 0 8:45 AM - 9:00 AM 0 9:00 AM - 9:15 AM 0 9:15 AM - 9:30 AM 0 9:30 AM - 9:45 AM 0 9:45 AM - 10:00 AM 0 Total 0 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 0 7:45 AM - 8:45 AM 0 8:00 AM - 9:00 AM 0 8:15 AM - 9:15 AM 0 8:30 AM - 9:30 AM 0 8:45 AM - 9:45 AM 0 9:00 AM - 10:00 AM 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 0 4:15 PM - 4:30 PM 0 4:30 PM - 4:45 PM 0 4:45 PM - 5:00 PM 0 5:00 PM - 5:15 PM 0 5:15 PM - 5:30 PM 0 5:30 PM - 5:45 PM 0 5:45 PM - 6:00 PM 0 6:00 PM - 6:15 PM 0 6:15 PM - 6:30 PM 0 6:30 PM - 6:45 PM 0 6:45 PM - 7:00 PM 0 Total 0 PM One Hour Volumes 4:00 PM - 5:00 PM 0 4:15 PM - 5:15 PM 0 4:30 PM - 5:30 PM 0 4:45 PM - 5:45 PM 0 5:00 PM - 6:00 PM 0 5:15 PM - 6:15 PM 0 5:30 PM - 6:30 PM 0 5:45 PM - 6:45 PM 0 6:00 PM - 7:00 PM 0

Southbound Alley Thru Left Total 0 0 0 0 0 0 0 0 0 0 1 0 1

0 1 0 0 0 0 0 1 1 0 0 0 3

0 1 0 0 0 0 0 1 1 0 1 0 4

0 0 0 0 0 0 0 1 1

1 1 0 0 1 2 2 2 1

1 1 0 0 1 2 2 3 2

0 0 1 0 0 0 0 2 0 0 1 1 5

0 0 0 0 0 0 0 0 3 0 1 1 5

0 0 1 0 0 0 0 2 3 0 2 2 10

1 1 1 0 2 2 2 3 2

0 0 0 0 0 3 3 4 5

1 1 1 0 2 5 5 7 7

PHF

0.25 0.25 0.00 0.00 0.25 0.50 0.50 0.75 0.50

0.25 0.25 0.25 0.00 0.25 0.42 0.42 0.58 0.58

DATE: 9/14/2017 DAY: Thursday WEATHER: clear COUNTED BY: Meli INPUTED BY: agan Westbound Service Road Right Thru Left Total 2 0 0 2 0 0 0 0 0 0 0 1 5

0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 0 0 0 0 0 0 0 0 0 0 1

2 1 0 2 0 0 0 0 0 0 0 1 6

4 2 2 2 0 0 0 0 1

0 0 0 0 0 0 0 0 0

1 1 0 0 0 0 0 0 0

5 3 2 2 0 0 0 0 1

1 0 0 1 1 3 0 1 1 1 0 1 10

0 0 0 0 0 0 0 0 0 0 0 0 0

2 0 0 0 3 0 1 0 1 0 0 1 8

3 0 0 1 4 3 1 1 2 1 0 2 18

2 2 5 5 5 5 3 3 3

0 0 0 0 0 0 0 0 0

2 3 3 4 4 2 2 1 2

4 5 8 9 9 7 5 4 5

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

PHF

0.63 0.38 0.25 0.25 0.00 0.00 0.00 0.00 0.25

0.33 0.31 0.50 0.56 0.56 0.58 0.63 0.50 0.63

Right

Northbound Alley Thru Left Total

1 0 0 1 1 0 2 2 2 2 1 0 12

0 0 0 1 0 0 0 1 1 0 0 0 3

0 0 0 0 0 0 0 0 0 0 0 0 0

1 0 0 2 1 0 2 3 3 2 1 0 15

2 2 2 4 5 6 8 7 5

1 1 1 1 1 2 2 2 1

0 0 0 0 0 0 0 0 0

3 3 3 5 6 8 10 9 6

0 1 2 1 0 2 2 2 2 5 2 4 23

1 0 0 0 0 0 1 0 2 1 1 3 9

0 0 0 0 0 0 0 0 0 0 0 0 0

1 1 2 1 0 2 3 2 4 6 3 7 32

4 4 5 5 6 8 11 11 13

1 0 0 1 1 3 4 4 7

0 0 0 0 0 0 0 0 0

5 4 5 6 7 11 15 15 20

C-40

PHF

0.38 0.38 0.38 0.63 0.50 0.67 0.83 0.75 0.50

0.63 0.50 0.63 0.50 0.58 0.69 0.63 0.63 0.71

Right

Alley Alley Service Road 0

Eastbound 0 Thru Left

Total

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

North & PHF South

East & West

1 1 0 2 1 0 2 4 4 2 2 0 19

2 1 0 2 0 0 0 0 0 0 0 1 6

3 2 0 4 1 0 2 4 4 2 2 1 25

4 4 3 5 7 10 12 12 8

5 3 2 2 0 0 0 0 1

9 7 5 7 7 10 12 12 9

1 1 3 1 0 2 3 4 7 6 5 9 42

3 0 0 1 4 3 1 1 2 1 0 2 18

4 1 3 2 4 5 4 5 9 7 5 11 60

6 5 6 6 9 16 20 22 27

4 5 8 9 9 7 5 4 5

10 10 14 15 18 23 25 26 32

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total

Wells + Associates, Inc. McLean, Virginia Turning Movement Count - Bicycles PROJECT: W+A JOB NO: INTERSECTION: LOCATION:

Westmont Shopping Center 7298 Service Rd. & Alley Arlington County,VA

Time Period Right AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total 0 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 0 7:45 AM - 8:45 AM 0 8:00 AM - 9:00 AM 0 8:15 AM - 9:15 AM 0 8:30 AM - 9:30 AM 0 8:45 AM - 9:45 AM 0 9:00 AM - 10:00 AM 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM Total 0 PM One Hour Volumes 4:00 PM - 5:00 PM 0 4:15 PM - 5:15 PM 0 4:30 PM - 5:30 PM 0 4:45 PM - 5:45 PM 0 5:00 PM - 6:00 PM 0 5:15 PM - 6:15 PM 0 5:30 PM - 6:30 PM 0 5:45 PM - 6:45 PM 0 6:00 PM - 7:00 PM 0

Southbound Alley Thru Left

Total

DATE: DAY: WEATHER: COUNTED BY: INPUTED BY: Westbound Service Road Right Thru Left

9/14/2017 Thursday clear 0 agan

Total

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

SOUTHBOUND ROAD: NORTHBOUND ROAD: WESTBOUND ROAD: EASTBOUND ROAD:

Right

Northbound Alley Thru Left

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0

C-41

Total

Right

Alley Alley Service Road 0

Eastbound 0 Thru Left

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

North & Total South

East & West

Total

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

Wells + Associates, Inc. McLean, Virginia Pedestrian Volume Survey

Time Period 1 AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total 0 AM One Hour Volumes 7:00 AM - 8:00 AM 0 7:15 AM - 8:15 AM 0 7:30 AM - 8:30 AM 0 7:45 AM - 8:45 AM 0 8:00 AM - 9:00 AM 0 8:15 AM - 9:15 AM 0 8:30 AM - 9:30 AM 0 8:45 AM - 9:45 AM 0 9:00 AM - 10:00 AM 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM Total 0 PM One Hour Volumes 4:00 PM - 5:00 PM 0 4:15 PM - 5:15 PM 0 4:30 PM - 5:30 PM 0 4:45 PM - 5:45 PM 0 5:00 PM - 6:00 PM 0 5:15 PM - 6:15 PM 0 5:30 PM - 6:30 PM 0 5:45 PM - 6:45 PM 0 6:00 PM - 7:00 PM 0

Westmont Shopping Center 7298 Service Rd. & Alley Arlington County,VA 9/14/2017 Thursday clear 0 agan

2

3

4

Alley

8

4 7

3 5

Service Road

1 2 0

PROJECT: W+A JOB NO: INTERSECTION: LOCATION: DATE: DAY: WEATHER: COUNTED BY: INPUTED BY:

North

6 Alley

5

Movement 7

6

8

0

0

0

0

0

0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0

0

0

0

0

0

0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

C-42

1+2

3+4

5+6

7+ 8

Total

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

INTERSECTION APPROACH STOPPED DELAY INTERSECTION S. Glebe Rd. & Site Entr. APPROACH: Southbound Westmont Shopping Center LANE(S): One DIRECTION: Left TIME: WEATHER: COUNTER(S): DATE:

AM

PM

Westbound

Westbound

Ti me 7:00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 7:30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59

7298

6:00-9:00 AM4-7 PM Clear Majda 9/12/2017

Time 16:00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 16:30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

C-43

0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Wells & Associates, LLC McLean, Virginia

8:00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 8:30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0

17:00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 17:30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59

C-44

0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0

Wells & Associates, LLC McLean, Virginia

9:00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 9:30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 10:00 Total Maximum Average

1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 1 0.0662983

0 0 #DIV/0!

18:00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 18:30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 19:00 Total Maximum Average

0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 2 0.121547

0 0 #DIV/0! 1

C-45

Wells & Associates, LLC McLean, Virginia

Westmont Shopping Center August 13, 2018

APPENDIX D LOS DESCRIPTIONS

Level of Service for Signalized Intersections Level of service for signalized intersections is defined in terms of delay, which is a measure of driver discomfort and frustration, fuel consumption, and lost travel time. Specifically, level-of-service (LOS) criteria are stated in terms of the average stopped delay per vehicle for a 15-min analysis period. The criteria are given in Exhibit 16-2. Delay may be measured in the field or estimated using procedures presented later in this chapter. Delay is a complex measure and is dependent on a number of variables, including the quality of progression, the cycle length, the green ratio, and the v/c ratio for the lane group in question. LOS A describes operations with very low delay, up to 10 sec per vehicle. This level of service occurs when progression is extremely favorable and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay. LOS B describes operations with delay greater than 10 and up to 20 sec per vehicle. This level generally occurs with good progression, short cycle lengths, or both. More vehicles stop than with LOS A, causing higher levels of average delay. Exhibit 16-2. Level-of-Service Criteria for Signalized Intersections LEVEL OF SERVICE

STOPPED DELAY PER VEHICLE (SEC)

A

10.0 and 20.0 and < 35.0

D

> 35.0 and < 55.0

E

> 55.0 and < 80.0

F

>80.0

LOS C describes operations with delay greater than 20 and up to 35 sec per vehicle. These higher delays may result from fair progression, longer cycle lengths, or both. Individual cycle failures may begin to appear at this level. The number of vehicles stopping is significant at this level, though many still pass through the intersection without stopping. LOS D describes operations with delay greater than 35 and up to 55 sec per vehicle. At level D, the influence of congestion becomes more noticeable. Longer delays may result from some combination of unfavorable progression, long cycle lengths, or high v/c ratios. Many vehicles stop, and the proportion of vehicles not stopping declines. Individual cycle failures are noticeable. LOS E describes operations with delay greater than 55 and up to 80 sec per vehicle. This level is considered by many agencies to be the limit of acceptable delay. These high delay values generally indicate poor progression, long cycle lengths, and high v/c ratios. Individual cycle failures are frequent occurrences. LOS F describes operations with delay in excess of 80 sec per vehicle. This level, considered to be unacceptable to most drivers, often occurs with oversaturation, that is, when arrival flow rates exceed the capacity of the intersection. It may also occur at high v/c ratios below 1.0 with many individual cycle failures. Poor progression and long cycle lengths may also be major contributing causes to such delay levels. Source: Highway Capacity Manual, 2000. Transportation Research Board, National Research Council

D-1

Level of Service Criteria for Stop Sign Controlled Intersections The level of service criteria are given in Table 17-2. As used here, control delay is defined as the total elapsed time from the time a vehicle stops at the end of the queue until the vehicle departs from the stop line; this time includes the time required for the vehicle to travel from the last-in-queue position to the first-in-queue position, including deceleration of vehicles from free-flow speed to the speed of vehicles in queue. The average total delay for any particular minor movement is a function of the service rate or capacity of the approach and the degree of saturation. . . . Table 17-2. Level of Service Criteria for TWSC Intersections LEVEL OF SERVICE A

AVERAGE CONTROL DELAY (sec/veh) < 10

B

> 10 and < 15

C

> 15 and < 25

D

> 25 and < 35

E

> 35 and < 50

F

> 50

Average total delay less than 10 sec/veh is defined as Level of Service (LOS) A. Follow-up times of less than 5 sec have been measured when there is no conflicting traffic for a minor street movement, so control delays of less than 10 sec/veh are appropriate for low flow conditions. To remain consistent with the AWSC intersection analysis procedure described later in this chapter, a total delay of 50 sec/veh is assumed as the break point between LOS E and F. The proposed level of service criteria for TWSC intersections are somewhat different from the criteria used in Chapter 16 for signalized intersections. The primary reason for this difference is that drivers expect different levels of performance from different kinds of transportation facilities. The expectation is that a signalized intersection is designed to carry higher traffic volumes than an unsignalized intersection. Additionally, several driver behavior considerations combine to make delays at signalized intersections less onerous than at unsignalized intersections. For example, drivers at signalized intersections are able to relax during the red interval, where drivers on the minor approaches to unsignalized intersections must remain attentive to the task of identifying acceptable gaps and vehicle conflicts. Also, there is often much more variability in the amount of delay experienced by individual drivers at unsignalized than signalized intersections. For these reasons, it is considered that the total delay threshold for any given level of service is less for an unsignalized intersection than for a signalized intersection. . . . LOS F exists when there are insufficient gaps of suitable size to allow a side street demand to cross safely through a major street traffic stream. This level of service is generally evident from extremely long total delays experienced by side street traffic and by queueing on the minor approaches. The method, however, is based on a constant critical gap size - that is, the critical gap remains constant, no matter how long the side street motorist waits. LOS F may also appear in the form of side street vehicles’ selecting smaller-than-usual gaps. In such cases, safety may be a problem and some disruption to the major traffic stream may result. It is important to note that LOS F may not always result in long queues but may result in adjustments to normal gap acceptance behavior. The latter is more difficult to observe on the field than queueing, which is more obvious. Source: Highway Capacity Manual, 2000. Transportation Research Board, National Research Council

D-2

Westmont Shopping Center August 13, 2018

APPENDIX E EXISITING CONDITIONS SYNCHRO WORKSHEETS

Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Existing Conditions AM

EBT 356 1.10 124.7 0.0 124.7 ~365 #545 269

WBT 139 0.35 43.8 0.0 43.8 102 155 879

NBT 1616 0.76 20.9 0.0 20.9 512 606 1073

SBT 907 0.72 21.1 0.0 21.1 273 342 493

325 0 0 0 1.10

397 0 0 0 0.35

2125 0 0 0 0.76

1265 0 0 0 0.72

Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 1

E-1

Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Existing Conditions AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

156 156 1900

150 150 1900 6.5 1.00 1.00 1.00 1.00 0.98 1583 0.73 1183 0.88 170 0 356

8 8 1900

5 5 1900

75 75 1900

4 4 1900

66 66 1900

0.85 88 0 0 1 5

0.98 4 0 0 8

0.98 88 0 0 5

0.88 75 0 0 5

711 711 1900 6.0 0.95 1.00 1.00 1.00 1.00 3506 0.56 1989 0.88 808 1 906

21 21 1900

0.85 6 0 0

1494 1494 1900 6.0 0.95 1.00 1.00 0.99 1.00 3503 0.95 3339 0.98 1524 3 1613

86 86 1900

0.88 9 0 0

38 38 1900 6.5 1.00 0.99 1.00 0.91 1.00 1471 0.98 1446 0.85 45 0 139

0.88 177 0 0 1

5 Perm

5 NA 4

Perm

4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

5 NA 4

4

Perm

NA 2

Perm

2

NA 2

2

38.5 38.5 0.28 6.5 3.0 325

38.5 38.5 0.28 6.5 3.0 397

89.0 89.0 0.64 6.0 3.0 2122

89.0 89.0 0.64 6.0 3.0 1264

c0.30 1.10 50.8 1.00 77.9 128.7 F 128.7 F

0.10 0.35 40.7 1.00 0.5 41.3 D 41.3 D

c0.48 0.76 18.0 1.00 2.6 20.6 C 20.6 C

0.46 0.72 17.1 1.00 3.5 20.6 C 20.6 C

34.3 0.86 140.0 105.4% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.88 24 0 0 8

C 12.5 G

Synchro 9 - Report Page 2

E-2

Westmont Shopping Center 2: S. Glebe Rd. & 9th Street S.

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Existing Conditions AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

27 27

6 6 Stop 0% 0.85 7 4 12.0 4.0 0

13 13

5 5

17 17

2 2

4 4

0.85 20

0.85 2

0.85 13

0.90 4

706 706 Free 0% 0.90 784

14 14

0.85 6

1538 1538 Free 0% 0.85 1809 2 12.0 4.0 0

11 11

0.85 15

3 3 Stop 0% 0.85 4 8 12.0 4.0 1

0.85 32

None

None

513

1153

0.75 1734

0.75 2638

0.90 406

0.75 2248

0.75 2640

0.70 919

0.90 804

0.70 1830

698 7.5

1900 6.5

107 6.9

1381 7.5

1902 6.5

28 6.9

551 4.1

1329 4.1

3.5 85 220

4.0 86 50

3.3 98 827

3.5 91 66

4.0 92 50

3.3 97 723

2.2 100 907

2.2 99 358

EB 1 54 32 15 178 0.30 30 33.7 D 33.7 D

WB 1 30 6 20 152 0.20 18 34.5 D 34.5 D

NB 1 906 2 0 907 0.00 0 0.1 A 0.0

NB 2 918 0 13 1700 0.54 0 0.0

SB 1 396 4 0 358 0.01 1 0.4 A 0.2

SB 2 408 0 16 1700 0.24 0 0.0

1.1 57.7% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

0.90 16

B

Synchro 9 - Report Page 3

E-3

Westmont Shopping Center 3: S. Highland St. & 9th Street S./9th Street

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Existing Conditions AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

5 5

10 10 Stop 0% 0.85 12 9 12.0 4.0 1

6 6

15 15

8 8

12 12

4 4

0.85 9

0.89 13

0.89 30

0.85 5

41 41 Free 1% 0.85 48 3 12.0 4.0 0

6 6

0.85 18

126 126 Free 0% 0.89 142 6 12.0 4.0 1

27 27

0.85 7

7 7 Stop 0% 0.85 8 39 12.0 4.0 3

0.85 6

None

0.85 7

None

544 270

308

66

302

296

199

64

211

270 7.1

308 6.5

66 6.2

302 7.1

296 6.5

199 6.2

64 4.1

211 4.1

3.5 99 636

4.0 98 575

3.3 99 985

3.5 97 587

4.0 99 584

3.3 99 813

2.2 99 1527

2.2 100 1315

EB 1 25 6 7 668 0.04 3 10.6 B 10.6 B

WB 1 35 18 9 631 0.06 4 11.0 B 11.0 B

NB 1 185 13 30 1527 0.01 1 0.6 A 0.6

SB 1 60 5 7 1315 0.00 0 0.7 A 0.7

2.6 24.8% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 4

E-4

Westmont Shopping Center 4: S. Monroe St. & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Existing Conditions AM

EBT 1560 0.66 11.9 0.2 12.1 453 548 470

WBT 466 0.22 4.4 0.0 4.4 40 46 120

NBT 311 1.05 113.6 1.2 114.8 ~268 #458 549

SBT 62 0.28 40.7 0.0 40.7 35 75 1095

2358 0 212 0 0.73

2114 0 0 0 0.22

296 0 1 0 1.05

219 0 0 0 0.28

Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 5

E-5

Westmont Shopping Center 4: S. Monroe St. & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Existing Conditions AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

24 24 1900

1385 1385 1900 3% 6.5 0.95 1.00 1.00 0.99 1.00 3449 0.94 3242 0.94 1473 2 1558

57 57 1900

17 17 1900

12 12 1900

55 55 1900

11 11 1900

0.89 13 0 0 16 2 0

0.90 61 0 0 9

0.90 129 0 0 16 5 0

0.85 13 0 0 16

26 26 1900 0% 6.5 1.00 0.99 1.00 0.96 0.99 1534 0.77 1200 0.85 31 12 50

15 15 1900

0.89 19 0 0 22

109 109 1900 -1% 6.5 1.00 0.98 1.00 0.94 0.99 1712 0.92 1597 0.90 121 20 291

116 116 1900

0.94 61 0 0 22 4 0

386 386 1900 -1% 6.5 0.95 1.00 1.00 1.00 1.00 3436 0.84 2906 0.89 434 2 464

0 5 NA 4

0

0.94 26 0 0 16 0

0

Perm

NA 2

2

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0

13

Perm

NA 6

6

0

0

Perm

NA 8

0 Perm

8

4

94.5 94.5 0.73 6.5 0.2 2356

94.5 94.5 0.73 6.5 0.2 2112

22.5 22.5 0.17 6.5 2.0 276

22.5 22.5 0.17 6.5 2.0 207

c0.48 0.66 9.3 1.10 1.4 11.7 B 11.7 B

0.16 0.22 5.8 0.73 0.2 4.5 A 4.5 A

c0.18 1.05 53.8 1.00 69.3 123.1 F 123.1 F

0.04 0.24 46.4 1.00 0.2 46.6 D 46.6 D

25.6 0.74 130.0 89.5% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.85 18 0 0 9

C 13.0 E

Synchro 9 - Report Page 6

E-6

Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

EBL EBT 305 1238 0.73 0.87 21.8 30.7 0.0 1.8 21.8 32.6 78 535 m110 m#671 178 419 0 0 0 0.73

1416 77 0 0 0.92

Existing Conditions AM

WBL 35 0.20 24.9 0.0 24.9 18 41 230 181 0 0 0 0.19

WBT 507 0.41 31.2 0.0 31.2 118 164 130

NBL 77 0.25 22.1 0.0 22.1 37 77 270 342 0 0 0 0.23

1232 0 0 0 0.41

NBT 1129 0.95 56.4 0.0 56.4 489 #612 572 1186 0 0 0 0.95

SBL 118 0.62 40.0 0.0 40.0 58 113 150 191 0 0 0 0.62

SBT 652 0.52 36.4 0.0 36.4 235 297 166 1245 0 0 0 0.52

SBR 68 0.11 0.3 0.0 0.3 0 0 120 639 0 0 0 0.11

Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 7

E-7

Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Existing Conditions AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

299 299 1900

1114 1114 1900 0% 4.0 0.95 1.00 1.00 0.99 1.00 3262 1.00 3262 0.98 1137 5 1233

99 99 1900

33 33 1900

294 294 1900 0% 4.0 0.95 0.98 1.00 0.94 1.00 3273 1.00 3273 0.94 313 75 432

182 182 1900

75 75 1900

1069 1069 1900 1% 4.0 0.95 1.00 1.00 1.00 1.00 3503 1.00 3503 0.97 1102 1 1128

26 26 1900

104 104 1900

60 60 1900

0.97 27 0 0 40

4.0 1.00 1.00 1.00 1.00 0.95 1770 0.09 163 0.88 118 0 118 40

574 574 1900 0% 4.0 0.95 1.00 1.00 1.00 1.00 3539 1.00 3539 0.88 652 0 652

NA 4

Perm

4.0 1.00 1.00 1.00 1.00 0.95 1762 0.32 600 0.98 305 0 305 31

pm+pt 5 2 59.7 62.7 0.48 7.0 2.0 414 c0.08 0.28 0.74 22.4 0.59 4.9 18.1 B

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

5 NA 2

0.98 101 0 0 36 3 5

4.0 1.00 1.00 1.00 1.00 0.95 1770 0.09 167 0.94 35 0 35 36

pm+pt 1 6 45.3 51.3 0.39 7.0 2.0 147 0.01 0.08 0.24 28.7 1.26 0.3 36.5 D

49.1 52.1 0.40 7.0 0.2 1307 c0.38 0.94 37.5 0.67 12.8 38.0 D 34.1 C 38.8 0.90 130.0 92.8% 15

0.94 194 0 0 31 1

NA 6 41.7 44.7 0.34 7.0 0.2 1125 0.13 0.38 32.2 1.24 1.0 41.0 D 40.7 D

4.0 1.00 1.00 1.00 1.00 0.95 1759 0.27 493 0.97 77 0 77 11

pm+pt 3 8 48.9 54.9 0.42 7.0 2.0 301 0.02 0.09 0.26 23.7 0.96 0.2 23.0 C

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

NA 8

pm+pt 7 4 49.7 55.7 0.43 7.0 2.0 193 c0.05 0.21 0.61 29.1 1.00 4.0 33.1 C

42.3 45.3 0.35 7.0 2.0 1220 c0.32 0.92 40.7 0.96 10.7 49.8 D 48.1 D

42.7 45.7 0.35 7.0 2.0 1244 0.18 0.52 33.5 1.00 0.2 33.7 C 33.1 C

4.0 1.00 0.97 1.00 0.85 1.00 1539 1.00 1539 0.88 68 44 24 11

4 42.7 45.7 0.35 7.0 2.0 541 0.02 0.04 27.8 1.00 0.0 27.8 C

D 16.0 F

Synchro 9 - Report Page 8

E-8

Westmont Shopping Center 6: S. Highland St.

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Existing Conditions AM

EBL

EBR

NBL

NBT

SBT

SBR

2 2 Stop 0% 0.85 2 85 12.0 4.0 7

2 2

2 2 0.85 2

62 62 Free 1% 0.85 73

0 0

0.85 2

163 163 Free 0% 0.85 192 1 12.0 4.0 0 None

None

0.85 0

184 354

159

158

354 6.4

159 6.2

158 4.1

3.5 100 597

3.3 100 823

2.2 100 1321

EB 1 4 2 2 692 0.01 0 10.2 B 10.2 B

NB 1 194 2 0 1321 0.00 0 0.1 A 0.1

SB 1 73 0 0 1700 0.04 0 0.0 0.0

0.2 23.1% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 9

E-9

Westmont Shopping Center 7: Columbia Pike & S. Highland St.

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Existing Conditions AM

EBT 1459 0.62 4.5 0.2 4.7 48 m77 438

WBT 627 0.23 2.9 0.0 2.9 57 63 73

SBL 74 0.34 28.0 0.0 28.0 23 65 104

2353 218 58 0 0.68

2718 0 0 0 0.23

300 0 0 0 0.25

Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 10

E-10

Westmont Shopping Center 7: Columbia Pike & S. Highland St.

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Existing Conditions AM

EBL

EBT

WBT

WBR

SBL

SBR

78 78 1900

1206 1206 1900 -1% 6.5 0.95 1.00 1.00 1.00 1.00 3429 0.84 2887 0.88 1370 0 1459

496 496 1900 1% 6.5 0.95 0.99 1.00 0.98 1.00 3323 1.00 3323 0.93 533 9 618

87 87 1900

27 27 1900 1% 6.5 1.00 0.97 0.98 0.92 0.98 1597 0.98 1597 0.87 31 39 35 20

37 37 1900

0

16

13

0

0 5

Perm

NA 2

NA 6

103.4 103.4 0.80 6.5 0.2 2296

103.4 103.4 0.80 6.5 0.2 2643 0.19

0.88 89 0 0 14

2

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

c0.51 0.64 5.5 0.54 0.9 3.9 A 3.9 A

0.23 3.3 0.71 0.2 2.6 A 2.6 A 5.2 0.59 130.0 82.5% 15

0.93 94 0 0 14 2 0

0.87 43 0 0 22

Perm 4 13.6 13.6 0.10 6.5 2.0 167 c0.02 0.21 53.3 1.00 0.2 53.5 D 53.5 D HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

A 13.0 E

Synchro 9 - Report Page 11

E-11

Westmont Shopping Center 8: S. Highland St. & Columbia Pike

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Existing Conditions AM

EBT

EBR

WBL

WBT

NBL

NBR

1191 1191 Free -4% 0.88 1353

42 42

12 12 0.93 13

49 49 Stop 0% 0.85 58 6 12.0 4.0 1

64 64

0.88 48

534 534 Free 1% 0.93 574

0.85 75

0.85 1407

0.88 1696

0.85 706

1121 4.1

1171 6.8

294 6.9

2.2 98 522

3.5 63 159

3.3 87 592

None

None

153

EB 1 902 0 0 1700 0.53 0 0.0 0.0

472

EB 2 499 0 48 1700 0.29 0 0.0

WB 1 204 13 0 522 0.02 2 1.1 A 0.4

2.0 47.6% 15

WB 2 383 0 0 1700 0.23 0 0.0

NB 1 133 58 75 270 0.49 63 30.5 D 30.5 D

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 12

E-12

Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

EBL 100 0.28 11.4 0.0 11.4 28 m53 205 358 0 0 0 0.28

Existing Conditions AM

EBT 1238 0.85 23.3 1.6 24.9 436 462 392

WBL 71 0.51 29.0 0.0 29.0 29 58

WBT 520 0.30 18.4 0.0 18.4 126 164 330

1461 96 0 0 0.91

140 0 0 0 0.51

1741 0 0 0 0.30

NBL 87 0.24 28.1 0.0 28.1 47 85 160 370 0 0 0 0.24

NBT 749 1.07 92.4 0.0 92.4 ~697 #938 397

NBR 504 0.85 43.4 0.0 43.4 321 #487

SBL 25 0.45 67.7 0.0 67.7 18 #53

702 0 0 0 1.07

594 0 0 0 0.85

100 56 0 0 0 0.45

SBT 312 0.34 39.5 0.0 39.5 111 146 1107 927 0 0 0 0.34

Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 13

E-13

Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Existing Conditions AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

94 94 1900

1148 1148 1900 -4% 6.5 0.95 1.00 1.00 1.00 1.00 3485 1.00 3485 0.94 1221 0 1238

16 16 1900

65 65 1900

414 414 1900 0% 6.5 0.95 0.99 1.00 0.98 1.00 3355 1.00 3355 0.91 455 0 520

59 59 1900

83 83 1900

479 479 1900

21 21 1900

0.91 65 0 0 20

7.0 1.00 1.00 1.00 1.00 0.95 1770 0.11 211 0.85 25 0 25 68

13 NA 6

0

7.0 1.00 0.90 1.00 0.85 1.00 1405 1.00 1405 0.95 504 0 504 68 5 4 pm+ov 1 8 55.0 55.0 0.42 7.0 2.0 670 c0.03 0.32 0.75 31.7 1.00 4.2 36.0 D

216 216 1900 0% 7.0 0.95 0.99 1.00 0.97 1.00 3414 1.00 3414 0.85 254 0 312

49 49 1900

6.5 1.00 1.00 0.99 1.00 0.95 1758 0.44 816 0.95 87 0 87 20

712 712 1900 0% 7.0 1.00 1.00 1.00 1.00 1.00 1863 1.00 1863 0.95 749 0 749

6.5 1.00 1.00 0.98 1.00 0.95 1764 0.46 854 0.94 100 0 100 20 0 Perm 2 54.5 54.5 0.42 6.5 0.2 358 0.12 0.28 24.8 0.38 1.6 11.1 B

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

16 NA 2

0.94 17 0 0 25 5 0

54.5 54.5 0.42 6.5 0.2 1461 c0.36 0.85 34.0 0.52 5.2 23.0 C 22.1 C 40.1 1.02 130.0 101.0% 15

7.0 1.00 1.00 1.00 1.00 0.95 1770 0.07 124 0.91 71 0 71 25 0 pm+pt 1 6 67.5 67.5 0.52 7.0 2.0 140 0.02 0.24 0.51 24.3 1.00 1.1 25.4 C

67.5 67.5 0.52 6.5 0.2 1742 0.15 0.30 17.8 1.00 0.4 18.2 B 19.1 B

0 pm+pt 3 8 49.0 49.0 0.38 6.5 1.0 359 0.01 0.08 0.24 26.9 1.00 0.1 27.0 C

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0 NA 8 49.0 49.0 0.38 7.0 2.0 702 c0.40 1.07 40.5 1.00 53.2 93.7 F 67.7 E

0 Perm 4 35.3 35.3 0.27 7.0 2.0 57 0.12 0.44 39.2 1.00 2.0 41.1 D

0 NA 4

0.85 58 0 0 20 1 0

35.3 35.3 0.27 7.0 2.0 927 0.09 0.34 38.0 1.00 0.1 38.0 D 38.3 D

D 27.0 G

Synchro 9 - Report Page 14

E-14

Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S.

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Existing Conditions AM

EBT 18 0.07 18.1 0.0 18.1 6 14 83

WBT 50 0.16 11.4 0.0 11.4 8 20 813

NBT 1229 0.46 6.2 0.0 6.2 62 279 630

SBT 747 0.31 3.0 0.0 3.0 20 m50 572

573 0 0 0 0.03

685 0 0 0 0.07

2688 0 71 0 0.47

2427 0 0 0 0.31

Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 15

E-15

Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S.

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Existing Conditions AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

15 15 1900

0 0 1900 0% 4.0 1.00 1.00 0.99 1.00 0.95 1748 0.72 1333 0.85 0 0 18

0 0 1900

8 8 1900

30 30 1900

8 8 1900

17 17 1900

0.85 35 0 0 17 8

0.95 8 0 0 17

0.95 2 0 0 20 6

0.94 18 0 0 20

660 660 1900 -1% 2.5 0.95 1.00 1.00 0.99 1.00 3305 0.92 3035 0.94 702 2 745

25 25 1900

0.85 9 0 0 16

1158 1158 1900 0% 2.5 0.95 1.00 1.00 1.00 1.00 3537 0.95 3364 0.95 1219 0 1229

2 2 1900

0.85 0 0 0 16 3

5 5 1900 0% 4.0 1.00 0.97 1.00 0.91 0.99 1626 0.94 1547 0.85 6 24 26

0.85 18 0 0 17

Perm

NA 4

Perm

4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

NA 8

8

Perm

NA 2

Perm

2

5 NA 6

6

7.4 10.4 0.16 7.0 2.0 213

7.4 10.4 0.16 7.0 2.0 247

45.1 48.1 0.74 5.5 0.2 2489

45.1 48.1 0.74 5.5 0.2 2245

0.01 0.08 23.2 1.00 0.1 23.3 C 23.3 C

c0.02 0.11 23.3 1.00 0.1 23.4 C 23.4 C

c0.37 0.49 3.5 1.00 0.7 4.2 A 4.2 A

0.25 0.33 2.9 0.65 0.3 2.2 A 2.2 A

4.1 0.42 65.0 55.7% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.94 27 0 0 17 9

A 6.5 B

Synchro 9 - Report Page 16

E-16

Westmont Shopping Center 11: S. Glebe Rd. & West Alleyway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

Existing Conditions AM

WBL

WBR

NBT

NBR

SBL

SBT

0 0 Stop 0% 0.85 0 19 12.0 4.0 2

3 3

1548 1548 Free 0% 0.95 1629

2 2

0 0

0.95 2

0.85 0

743 743 Free 0% 0.85 874

0.85 4

None

None

407

1259

0.75 2086

0.70 834

0.70 1650

1197 6.8

0 6.9

1067 4.1

3.5 100 131

3.3 99 745

2.2 100 446

WB 1 4 0 4 745 0.01 0 9.9 A 9.9 A

NB 1 1086 0 0 1700 0.64 0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

NB 2 545 0 2 1700 0.32 0 0.0

0.0

SB 1 437 0 0 1700 0.26 0 0.0

SB 2 437 0 0 1700 0.26 0 0.0

0.0

0.0 52.9% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 17

E-17

Westmont Shopping Center 12: S. Glebe Rd. & West Site Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

Existing Conditions AM

WBL

WBR

NBT

NBR

SBL

SBT

0 0 Stop 0% 0.85 0 15 12.0 4.0 1

12 12

1538 1538 Free 0% 0.85 1809

12 12

5 5

0.85 14

0.85 6

738 738 Free 0% 0.85 868 1 12.0 4.0 0

0.85 14

None

None

246 0.69 2277

0.69 928

0.69 1838

1951 6.8

0 6.9

1314 4.1

3.5 100 38

3.3 98 737

2.2 98 355

WB 1 14 0 14 737 0.02 1 10.0 A 10.0 A

NB 1 1206 0 0 1700 0.71 0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

NB 2 617 0 14 1700 0.36 0 0.0

0.0

0.1 53.2% 15

SB 1 6 6 0 355 0.02 1 15.3 C 0.1

SB 2 434 0 0 1700 0.26 0 0.0

SB 3 434 0 0 1700 0.26 0 0.0

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 18

E-18

Westmont Shopping Center 13: Columbia Pike & South Site Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Existing Conditions AM

EBL

EBT

WBT

WBR

SBL

SBR

3 3

1241 1241 Free -1% 0.85 1460 2 12.0 4.0 0

508 508 Free 0% 0.85 598 1 12.0 4.0 0

19 19

4 4 Stop 0% 0.85 5 8 12.0 4.0 1

1 1 0.85 1

None

None

210

685

0.99 628

0.64 1356

0.99 320

614 4.1

393 6.8

304 6.9

2.2 100 950

3.5 99 370

3.3 100 682

0.85 4

EB 1 491 4 0 950 0.00 0 0.1 A 0.0

EB 2 973 0 0 1700 0.57 0 0.0

WB 1 399 0 0 1700 0.23 0 0.0 0.0

0.1 47.0% 15

0.85 22

WB 2 221 0 22 1700 0.13 0 0.0

SB 1 6 5 1 401 0.01 1 14.1 B 14.1 B

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 19

E-19

Westmont Shopping Center 14: Columbia Pike & South Site Alleyway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Existing Conditions AM

EBL

EBT

WBT

WBR

SBL

SBR

1 1

1244 1244 Free -1% 0.85 1464

526 526 Free 0% 0.85 619

4 4

1 1 Stop 0% 0.85 1

1 1 0.85 1

None

None

377

518

0.98 624

0.65 1356

0.98 312

576 4.1

336 6.8

258 6.9

2.2 100 974

3.5 100 412

3.3 100 726

0.85 1

EB 1 489 1 0 974 0.00 0 0.0 A 0.0

EB 2 976 0 0 1700 0.57 0 0.0

WB 1 413 0 0 1700 0.24 0 0.0 0.0

0.0 45.1% 15

0.85 5

WB 2 211 0 5 1700 0.12 0 0.0

SB 1 2 1 1 526 0.00 0 11.9 B 11.9 B

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 20

E-20

Westmont Shopping Center 15: South Site Alleyway/Site Alleyway & Back Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

WBL

WBR

NBT

NBR

SBL

SBT

0 0 Stop 0% 0.85 0

2 2

1 1 Free 0% 0.85 1

4 4

0 0

0.85 5

0.85 0

2 2 Free 0% 0.85 2

0.85 2

None

None

6

4

6

6 6.4

4 6.2

6 4.1

3.5 100 1016

3.3 100 1080

2.2 100 1615

WB 1 2 0 2 1080 0.00 0 8.3 A 8.3 A

NB 1 6 0 5 1700 0.00 0 0.0

SB 1 2 0 0 1615 0.00 0 0.0

0.0

0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

1.7 13.3% 15

Existing Conditions AM

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 21

E-21

Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Existing Conditions PM

EBT 100 0.54 58.9 0.0 58.9 78 123 228

WBT 172 0.68 63.1 0.0 63.1 138 201 659

NBT 1025 0.42 4.9 0.0 4.9 65 152 1088

SBT 1348 0.64 11.4 0.0 11.4 264 420 411

273 0 0 0 0.37

377 0 0 0 0.46

2422 0 0 0 0.42

2108 0 0 0 0.64

Intersection Summary

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 1

E-22

Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Existing Conditions PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

37 37 1900

40 40 1900 6.5 1.00 1.00 1.00 0.99 0.98 1569 0.66 1063 0.86 47 0 100

9 9 1900

19 19 1900

53 53 1900

6 6 1900

55 55 1900

0.89 60 0 0

0.90 7 0 0 16

0.90 37 0 0 14 1

0.91 60 0 0 14

1129 1129 1900 6.0 0.95 1.00 1.00 0.99 1.00 3503 0.82 2881 0.91 1241 2 1346

43 43 1900

0.89 21 0 0 17

883 883 1900 6.0 0.95 1.00 1.00 0.99 1.00 3510 0.94 3313 0.90 981 2 1023

33 33 1900

0.86 10 0 0 17

81 81 1900 6.5 1.00 0.99 1.00 0.95 0.99 1530 0.95 1464 0.89 91 0 172

0.86 43 0 0

5 Perm

5 NA 4

Perm

4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

5 NA 4

4

Perm

NA 2

Perm

2

NA 2

2

22.5 22.5 0.17 6.5 5.0 183

22.5 22.5 0.17 6.5 5.0 253

95.0 95.0 0.73 6.0 0.2 2421

95.0 95.0 0.73 6.0 0.2 2105

0.09 0.55 49.1 1.00 5.8 54.9 D 54.9 D

c0.12 0.68 50.4 1.00 9.1 59.5 E 59.5 E

0.31 0.42 6.8 0.59 0.4 4.5 A 4.5 A

c0.47 0.64 8.8 1.00 1.5 10.4 B 10.4 B

13.0 0.65 130.0 92.3% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.91 47 0 0 16

B 12.5 F

Synchro 9 - Report Page 2

E-23

Westmont Shopping Center 2: S. Glebe Rd. & 9th Street S.

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Existing Conditions PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8

18 18 Stop 0% 0.85 21 6 12.0 4.0 1

4 4

12 12

19 19

6 6

5 5

0.86 22

0.85 7

0.85 12

0.85 6

1116 1116 Free 0% 0.85 1313

36 36

0.86 14

889 889 Free 0% 0.85 1046 2 12.0 4.0 0

10 10

0.85 5

12 12 Stop 0% 0.86 14 14 12.0 4.0 1

0.85 9

None

None

513

1168

0.88 1918

0.88 2438

0.83 686

0.88 1766

0.88 2453

0.80 543

0.83 1361

0.80 1072

924 7.5

1516 6.5

227 6.9

752 7.5

1533 6.5

0 6.9

1037 4.1

581 4.1

3.5 95 165

4.0 79 100

3.3 99 643

3.5 93 210

4.0 86 98

3.3 97 854

2.2 99 553

2.2 99 779

EB 1 35 9 5 129 0.27 26 43.0 E 43.0 E

WB 1 50 14 22 212 0.24 22 27.1 D 27.1 D

NB 1 530 7 0 553 0.01 1 0.4 A 0.2

NB 2 535 0 12 1700 0.31 0 0.0

SB 1 662 6 0 779 0.01 1 0.2 A 0.1

SB 2 698 0 42 1700 0.41 0 0.0

1.3 46.2% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

0.85 42

A

Synchro 9 - Report Page 3

E-24

Westmont Shopping Center 3: S. Highland St. & 9th Street S

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Existing Conditions PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

4 4

12 12 Stop 0% 0.85 14 8 12.0 4.0 1

17 17

49 49

6 6

19 19

8 8

0.85 7

0.85 22

0.85 49

0.88 9

67 67 Free 1% 0.88 76 1 12.0 4.0 0

2 2

0.85 58

65 65 Free 0% 0.85 76 6 12.0 4.0 1

42 42

0.85 20

22 22 Stop 0% 0.85 26 13 12.0 4.0 1

0.85 5

None

0.88 2

None

544 268

285

91

286

262

114

86

138

268 7.1

285 6.5

91 6.2

286 7.1

262 6.5

114 6.2

86 4.1

138 4.1

3.5 99 633

4.0 98 601

3.3 98 955

3.5 91 613

4.0 96 619

3.3 99 927

2.2 99 1500

2.2 99 1430

EB 1 39 5 20 748 0.05 4 10.1 B 10.1 B

WB 1 91 58 7 631 0.14 13 11.7 B 11.7 B

NB 1 147 22 49 1500 0.01 1 1.2 A 1.2

SB 1 87 9 2 1430 0.01 0 0.8 A 0.8

4.7 29.5% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 4

E-25

Westmont Shopping Center 4: S. Monroe St. & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Existing Conditions PM

EBT 830 0.34 11.0 0.0 11.0 187 275 461

WBT 1045 0.47 4.6 0.5 5.1 106 m123 129

NBT 147 0.77 66.6 0.0 66.6 91 164 549

SBT 147 0.72 68.2 0.0 68.2 106 167 1096

2407 0 0 0 0.34

2212 636 0 0 0.66

231 0 0 0 0.64

253 0 0 0 0.58

Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 5

E-26

Westmont Shopping Center 4: S. Monroe St. & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Existing Conditions PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

11 11 1900

678 678 1900 3% 6.5 0.95 0.98 1.00 0.99 1.00 3374 0.93 3150 0.91 745 5 825

66 66 1900

51 51 1900

12 12 1900

42 42 1900

16 16 1900

0.94 13 0 0 54 1 0

0.89 47 0 0 37

0.89 73 0 0 23

0.85 19 0 0 23

76 76 1900 0% 6.5 1.00 0.98 1.00 0.96 0.99 1524 0.92 1410 0.85 89 10 137

33 33 1900

0.94 54 0 0 57

24 24 1900 -1% 6.5 1.00 0.97 0.99 0.93 0.98 1652 0.70 1182 0.89 27 28 119

65 65 1900

0.91 73 0 0 57 6 0

919 919 1900 -1% 6.5 0.95 1.00 1.00 1.00 1.00 3431 0.84 2899 0.94 978 0 1045

0

0

0

0

Perm

NA 8

0.91 12 0 0 54 0

0

Perm

NA 2

2

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0

13

Perm

NA 6

6

Perm

8

0 5 NA 4

4

99.1 99.1 0.76 6.5 0.2 2401

99.1 99.1 0.76 6.5 0.2 2209

17.9 17.9 0.14 6.5 2.0 162

17.9 17.9 0.14 6.5 2.0 194

0.26 0.34 5.0 2.00 0.3 10.3 B 10.3 B

c0.36 0.47 5.7 0.61 0.7 4.2 A 4.2 A

c0.10 0.73 53.7 1.00 13.6 67.4 E 67.4 E

0.10 0.70 53.5 1.00 9.1 62.6 E 62.6 E

14.8 0.51 130.0 82.0% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.85 39 0 0 37 1 0

B 13.0 E

Synchro 9 - Report Page 6

E-27

Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

EBL 119 0.56 32.1 0.0 32.1 43 m100

EBT 700 0.60 24.2 0.0 24.2 163 186 178

224 0 0 0 0.53

1160 0 0 0 0.60

Existing Conditions PM

WBL 108 0.42 29.0 0.0 29.0 47 86 230 257 0 0 0 0.42

WBT 909 0.78 39.9 0.0 39.9 243 362 130

NBL 209 1.09 124.1 0.0 124.1 ~148 #310 270 192 0 0 0 1.09

1170 0 0 0 0.78

NBT 817 0.78 42.9 0.0 42.9 325 277 576 1080 0 0 0 0.76

SBL 123 0.56 35.6 0.0 35.6 55 m119 150 249 0 0 0 0.49

SBT 963 0.91 52.6 0.0 52.6 294 421 166 1143 0 0 0 0.84

SBR 100 0.21 21.4 0.0 21.4 21 m70 120 510 0 0 0 0.20

Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 7

E-28

Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Existing Conditions PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

117 117 1900

542 542 1900 0% 7.0 0.95 0.98 1.00 0.97 1.00 3158 1.00 3158 0.98 553 18 682

144 144 1900

99 99 1900

756 756 1900 0% 7.0 0.95 0.99 1.00 0.99 1.00 3458 1.00 3458 0.92 822 6 903

80 80 1900

186 186 1900

693 693 1900 1% 7.0 0.95 1.00 1.00 0.99 1.00 3480 1.00 3480 0.89 779 3 814

34 34 1900

117 117 1900

915 915 1900 0% 7.0 0.95 1.00 1.00 1.00 1.00 3539 1.00 3539 0.95 963 0 963

95 95 1900

NA 4

Perm

7.0 1.00 1.00 1.00 1.00 0.95 1768 0.13 243 0.98 119 0 119 56

pm+pt 5 2 56.2 56.2 0.43 7.0 3.0 212 c0.04 0.20 0.56 26.1 1.04 3.3 30.3 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

5 NA 2

0.98 147 0 0 50 3 5

7.0 1.00 1.00 0.99 1.00 0.95 1760 0.29 532 0.92 108 0 108 50

pm+pt 1 6 49.8 49.8 0.38 7.0 2.0 260 0.02 0.14 0.42 26.9 1.06 0.4 28.9 C

47.0 47.0 0.36 7.0 0.2 1141 c0.22 0.60 33.8 0.66 2.3 24.5 C 25.3 C 43.7 0.91 130.0 89.3% 15

0.92 87 0 0 56 2

NA 6 43.8 43.8 0.34 7.0 0.2 1165 c0.26 0.78 38.7 0.89 4.8 39.1 D 38.0 D

7.0 1.00 1.00 1.00 1.00 0.95 1761 0.10 189 0.89 209 0 209 31

pm+pt 3 8 49.3 49.3 0.38 7.0 2.0 192 c0.08 c0.33 1.09 33.0 1.14 89.4 126.9 F

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.89 38 0 0 57 2

NA 8

7.0 1.00 1.00 1.00 1.00 0.95 1766 0.16 292 0.95 123 0 123 57

pm+pt 7 4 48.7 48.7 0.37 7.0 2.0 219 0.04 0.17 0.56 29.5 1.21 1.6 37.2 D

39.3 39.3 0.30 7.0 2.0 1052 0.23 0.77 41.3 0.91 3.2 40.7 D 58.3 E

39.0 39.0 0.30 7.0 2.0 1061 0.27 0.91 43.8 0.95 9.3 51.0 D 48.5 D

7.0 1.00 0.93 1.00 0.85 1.00 1478 1.00 1478 0.95 100 34 66 31 1

4 39.0 39.0 0.30 7.0 2.0 443 0.04 0.15 33.3 1.16 0.0 38.8 D

D 28.0 E

Synchro 9 - Report Page 8

E-29

Westmont Shopping Center 6: S. Highland St.

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Existing Conditions PM

EBL

EBR

NBL

NBT

SBT

SBR

4 4 Stop 0% 0.85 5 55 12.0 4.0 5

14 14

14 14 0.85 16

131 131 Free 1% 0.85 154 2 12.0 4.0 0

2 2

0.85 16

122 122 Free 0% 0.85 144

None

None

0.85 2

184 388

210

211

388 6.4

210 6.2

211 4.1

3.5 99 579

3.3 98 792

2.2 99 1297

EB 1 21 5 16 728 0.03 2 10.1 B 10.1 B

NB 1 160 16 0 1297 0.01 1 0.9 A 0.9

SB 1 156 0 2 1700 0.09 0 0.0 0.0

1.0 28.1% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 9

E-30

Westmont Shopping Center 7: Columbia Pike & S. Highland St.

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Existing Conditions PM

EBT 731 0.33 2.6 0.0 2.6 48 46 438

WBT 1073 0.42 2.0 0.1 2.1 43 54 73

SBL 168 0.71 59.6 0.0 59.6 108 174 104

2208 0 0 0 0.33

2568 458 0 0 0.51

292 0 0 0 0.58

Intersection Summary

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 10

E-31

Westmont Shopping Center 7: Columbia Pike & S. Highland St.

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Existing Conditions PM

EBL

EBT

WBT

WBR

SBL

SBR

35 35 1900

652 652 1900 -1% 6.5 0.95 1.00 1.00 1.00 1.00 3431 0.83 2869 0.94 694 0 731

854 854 1900 1% 6.5 0.95 0.99 1.00 0.98 1.00 3331 1.00 3331 0.89 960 6 1067

101 101 1900

75 75 1900 1% 6.5 1.00 0.98 0.97 0.93 0.97 1609 0.97 1609 0.86 87 27 141 29

70 70 1900

0

16

13

0

0 5

Perm

NA 2

NA 6

100.1 100.1 0.77 6.5 0.2 2209

100.1 100.1 0.77 6.5 0.2 2564 c0.32

0.94 37 0 0 38

2

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.25 0.33 4.6 0.43 0.3 2.4 A 2.4 A

0.42 5.1 0.29 0.4 1.9 A 1.9 A 7.1 0.45 130.0 67.5% 15

0.89 113 0 0 38 4 0

0.86 81 0 0 16

Perm 4 16.9 16.9 0.13 6.5 2.0 209 c0.09 0.67 53.9 1.00 6.6 60.5 E 60.5 E HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

A 13.0 C

Synchro 9 - Report Page 11

E-32

Westmont Shopping Center 8: S. Highland St. & Columbia Pike

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Existing Conditions PM

EBT

EBR

WBL

WBT

NBL

NBR

652 652 Free -4% 0.94 694

73 73

69 69 0.89 78

22 22 Stop 0% 0.88 25 36 12.0 4.0 3

55 55

0.94 78

933 933 Free 1% 0.89 1048

0.88 63

0.94 808

0.84 1449

0.94 422

671 4.1

845 6.8

260 6.9

2.2 91 836

3.5 89 224

3.3 91 674

None

None

153

EB 1 463 0 0 1700 0.27 0 0.0 0.0

472

EB 2 309 0 78 1700 0.18 0 0.0

WB 1 427 78 0 836 0.09 8 2.7 A 1.0

1.3 63.1% 15

WB 2 699 0 0 1700 0.41 0 0.0

NB 1 88 25 63 429 0.21 19 15.5 C 15.5 C

ICU Level of Service

Westmont Shopping Center Wells + Associates

B

Synchro 9 - Report Page 12

E-33

Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

EBL 49 0.28 30.0 0.0 30.0 22 m48 205 178 0 0 0 0.28

Existing Conditions PM

EBT 782 0.66 29.0 0.0 29.0 195 240 392

WBL 344 0.88 45.3 0.0 45.3 169 #330

WBT 1010 0.55 20.6 0.0 20.6 287 351 330

1186 0 0 0 0.66

413 0 0 0 0.83

1849 0 0 0 0.55

NBL 94 0.57 42.7 0.0 42.7 53 88 160 165 0 0 0 0.57

NBT 394 0.61 39.5 0.0 39.5 267 347 397

NBR 193 0.27 16.0 0.0 16.0 75 109

SBL 80 0.39 46.6 0.0 46.6 55 106

673 0 0 0 0.59

737 0 0 0 0.26

100 215 0 0 0 0.37

SBT 699 0.82 54.7 0.0 54.7 288 362 380 900 0 0 0 0.78

Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 13

E-34

Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Existing Conditions PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

42 42 1900

607 607 1900 -4% 6.5 0.95 0.99 1.00 0.99 1.00 3413 1.00 3413 0.85 714 0 782

58 58 1900

310 310 1900

56 56 1900

80 80 1900

72 72 1900

7.0 1.00 0.93 1.00 0.85 1.00 1447 1.00 1447 0.85 193 0 193 63

7.0 1.00 1.00 0.95 1.00 0.95 1683 0.47 826 0.90 80 0 80 63

560 560 1900 0% 7.0 0.95 0.99 1.00 0.98 1.00 3444 1.00 3444 0.90 622 0 699

69 69 1900

0.85 68 0 0 80

335 335 1900 0% 7.0 1.00 1.00 1.00 1.00 1.00 1863 1.00 1863 0.85 394 0 394

164 164 1900

7.0 1.00 1.00 1.00 1.00 0.95 1765 0.18 336 0.90 344 0 344 80

853 853 1900 0% 6.5 0.95 0.99 1.00 0.99 1.00 3370 1.00 3370 0.90 948 0 1010

16 NA 2

0

0 pm+pt 3 8 45.2 45.2 0.35 6.5 2.0 165 0.03 0.17 0.57 31.9 1.00 2.7 34.6 C

0 4 NA pm+ov 8 1 8 45.2 64.3 45.2 64.3 0.35 0.49 7.0 7.0 2.0 2.0 647 793 c0.21 0.04 0.10 0.61 0.24 35.1 18.9 1.00 1.00 1.1 0.1 36.2 18.9 D B 31.1 C

0 Perm

HCM 2000 Level of Service

C

6.5 1.00 1.00 0.95 1.00 0.95 1715 0.28 512 0.85 49 0 49 87 0 Perm 2 45.2 45.2 0.35 6.5 0.2 178 0.10 0.28 30.6 0.76 3.7 26.9 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

45.2 45.2 0.35 6.5 0.2 1186 0.23 0.66 35.9 0.71 2.8 28.1 C 28.0 C 32.6 0.89 130.0 89.5% 15

0 pm+pt 1 6 71.3 71.3 0.55 7.0 2.0 394 c0.13 c0.35 0.87 22.4 1.00 18.2 40.6 D

13 NA 6

0.90 62 0 0 87 2 0

71.3 71.3 0.55 6.5 0.2 1848 0.30 0.55 18.9 1.00 1.2 20.1 C 25.3 C

Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

6.5 1.00 1.00 1.00 1.00 0.95 1767 0.14 263 0.85 94 0 94 57

4 32.3 32.3 0.25 7.0 4.0 205 0.10 0.39 40.7 1.00 1.7 42.3 D

0 NA 4

0.90 77 0 0 57 4 0

32.3 32.3 0.25 7.0 4.0 855 c0.20 0.82 46.1 1.00 6.4 52.5 D 51.4 D

27.0 E

Synchro 9 - Report Page 14

E-35

Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S.

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Existing Conditions PM

EBT 34 0.18 17.1 0.0 17.1 7 21 83

WBT 41 0.21 16.8 0.0 16.8 8 24 813

NBT 926 0.35 5.1 0.0 5.1 55 166 630

SBT 1232 0.50 8.4 0.0 8.4 173 273 576

546 0 0 0 0.06

566 0 0 0 0.07

2646 0 0 0 0.35

2449 0 0 0 0.50

Intersection Summary

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 15

E-36

Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S.

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Existing Conditions PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

14 14 1900

2 2 1900 0% 7.0 1.00 0.97 0.99 0.94 0.98 1638 0.83 1391 0.85 2 14 20

14 14 1900

14 14 1900

17 17 1900

6 6 1900

18 18 1900

0.85 20 0 0 30 5

0.93 6 0 0 29

0.93 9 0 0 28 9

0.94 19 0 0 28

1108 1108 1900 -1% 5.5 0.95 1.00 1.00 1.00 1.00 3310 0.94 3099 0.94 1179 1 1231

32 32 1900

0.85 16 0 0 31

847 847 1900 0% 5.5 0.95 1.00 1.00 1.00 1.00 3530 0.95 3346 0.93 911 1 925

8 8 1900

0.85 16 0 0 31 5

4 4 1900 0% 7.0 1.00 0.97 0.99 0.93 0.98 1643 0.86 1436 0.85 5 18 23

0.85 16 0 0 30

Perm

NA 4

Perm

4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

NA 8

8

Perm

NA 2

Perm

2

5 NA 6

6

6.1 6.1 0.09 7.0 2.0 130

6.1 6.1 0.09 7.0 2.0 134

46.4 46.4 0.71 5.5 0.2 2388

46.4 46.4 0.71 5.5 0.2 2212

0.01 0.15 27.1 1.00 0.2 27.3 C 27.3 C

c0.02 0.17 27.1 1.00 0.2 27.3 C 27.3 C

0.28 0.39 3.7 1.00 0.5 4.2 A 4.2 A

c0.40 0.56 4.4 1.50 0.6 7.3 A 7.3 A

6.6 0.51 65.0 66.6% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.94 34 0 0 29 10

A 12.5 C

Synchro 9 - Report Page 16

E-37

Westmont Shopping Center 11: S. Glebe Rd. & West Alleyway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

Existing Conditions PM

WBL

WBR

NBT

NBR

SBL

SBT

0 0 Stop 0% 0.85 0 28 12.0 4.0 2

10 10

895 895 Free 0% 0.87 1029

15 15

0 0

0.87 17

0.85 0

1156 1156 Free 0% 0.85 1360

0.85 12

None

None

407

1274

0.87 1746

0.79 551

0.79 1074

756 6.8

0 6.9

574 4.1

3.5 100 293

3.3 99 841

2.2 100 772

WB 1 12 0 12 841 0.01 1 9.3 A 9.3 A

NB 1 686 0 0 1700 0.40 0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

NB 2 360 0 17 1700 0.21 0 0.0

0.0

SB 1 680 0 0 1700 0.40 0 0.0

SB 2 680 0 0 1700 0.40 0 0.0

0.0

0.0 35.3% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 17

E-38

Westmont Shopping Center 12: S. Glebe Rd. & West Site Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

Existing Conditions PM

WBL

WBR

NBT

NBR

SBL

SBT

0 0 Stop 0% 0.85 0 23 12.0 4.0 2

43 43

857 857 Free 0% 0.85 1008

33 33

29 29

0.85 39

0.85 34

1127 1127 Free 0% 0.85 1326 2 12.0 4.0 0

0.85 51

None

None

246 0.79 1782

0.79 548

0.79 1070

1455 6.8

0 6.9

553 4.1

3.5 100 89

3.3 94 837

2.2 96 784

WB 1 51 0 51 837 0.06 5 9.6 A 9.6 A

NB 1 672 0 0 1700 0.40 0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

NB 2 375 0 39 1700 0.22 0 0.0

0.0

0.3 41.8% 15

SB 1 34 34 0 784 0.04 3 9.8 A 0.2

SB 2 663 0 0 1700 0.39 0 0.0

SB 3 663 0 0 1700 0.39 0 0.0

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 18

E-39

Westmont Shopping Center 13: Columbia Pike & South Site Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Existing Conditions PM

EBL

EBT

WBT

WBR

SBL

SBR

2 2

691 691 Free -1% 0.85 813

914 914 Free 0% 0.85 1075

24 24

2 2 Stop 0% 0.85 2 2 12.0 4.0 0

21 21 0.85 25

None

None

210

685

0.91 1105

0.88 1502

0.91 554

917 4.1

836 6.8

310 6.9

2.2 100 672

3.5 99 268

3.3 96 622

0.85 2

EB 1 273 2 0 672 0.00 0 0.1 A 0.0

EB 2 542 0 0 1700 0.32 0 0.0

WB 1 717 0 0 1700 0.42 0 0.0 0.0

0.2 36.0% 15

0.85 28

WB 2 386 0 28 1700 0.23 0 0.0

SB 1 27 2 25 567 0.05 4 11.7 B 11.7 B

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 19

E-40

Westmont Shopping Center 14: Columbia Pike & South Site Alleyway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Existing Conditions PM

EBL

EBT

WBT

WBR

SBL

SBR

7 7

686 686 Free -1% 0.85 807

918 918 Free 0% 0.85 1080

6 6

3 3 Stop 0% 0.85 4

20 20 0.85 24

None

None

377

518

0.90 1087

0.89 1503

0.90 544

883 4.1

841 6.8

281 6.9

2.2 99 688

3.5 99 268

3.3 96 647

0.85 8

EB 1 277 8 0 688 0.01 1 0.4 A 0.1

EB 2 538 0 0 1700 0.32 0 0.0

WB 1 720 0 0 1700 0.42 0 0.0 0.0

0.2 35.6% 15

0.85 7

WB 2 367 0 7 1700 0.22 0 0.0

SB 1 28 4 24 538 0.05 4 12.1 B 12.1 B

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 20

E-41

Westmont Shopping Center 15: South Site Alleyway/Site Alleyway & Back Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h)

WBL

WBR

NBT

NBR

SBL

SBT

11 11 Stop 0% 0.85 13

5 5

5 5 Free 0% 0.85 6

8 8

10 10

0.85 9

0.85 12

5 5 Free 0% 0.85 6

Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

0.85 6

None

None

40

10

15

40 6.4

10 6.2

15 4.1

3.5 99 964

3.3 99 1071

2.2 99 1603

WB 1 19 13 6 995 0.02 1 8.7 A 8.7 A

NB 1 15 0 9 1700 0.01 0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

0.0

Existing Conditions PM

SB 1 18 12 0 1603 0.01 1 4.9 A 4.9

4.9 17.5% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 21

E-42

Westmont Shopping Center August 13, 2018

APPENDIX F 2020 FUTURE CONDITIONS WITHOUT DEVELOPMENT SYNCHRO WORKSHEETS

Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditons without Development AM

EBT 346 0.95 86.9 0.0 86.9 307 #496 269

WBT 130 0.34 43.9 0.0 43.9 95 157 879

NBT 1658 0.77 20.8 0.0 20.8 538 638 1078

SBT 888 0.69 19.7 0.0 19.7 262 344 493

376 0 0 0 0.92

398 0 0 0 0.33

2156 0 0 0 0.77

1287 0 0 0 0.69

Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 1

F-1

Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditons without Development AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

158 158 1900

152 152 1900 6.5 1.00 1.00 1.00 1.00 0.98 1809 0.74 1370 0.92 165 0 346

8 8 1900

5 5 1900

76 76 1900

4 4 1900

67 67 1900

0.92 83 0 0 1 5

0.98 4 0 0 8

0.98 89 0 0 5

0.92 73 0 0 5

729 729 1900 6.0 0.95 1.00 1.00 1.00 1.00 3507 0.57 1992 0.92 792 1 887

21 21 1900

0.92 5 0 0

1534 1534 1900 6.0 0.95 1.00 1.00 0.99 1.00 3503 0.95 3340 0.98 1565 3 1655

87 87 1900

0.92 9 0 0

39 39 1900 6.5 1.00 0.99 1.00 0.91 1.00 1470 0.98 1449 0.92 42 0 130

0.92 172 0 0 1

5 Perm

NA 4

Perm

4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

5 NA 4

4

Perm

NA 2

Perm

2

NA 2

2

37.2 37.2 0.27 6.5 3.0 364

37.2 37.2 0.27 6.5 3.0 385

90.3 90.3 0.64 6.0 3.0 2154

90.3 90.3 0.64 6.0 3.0 1284

c0.25 0.95 50.5 1.00 34.4 84.9 F 84.9 F

0.09 0.34 41.5 1.00 0.5 42.0 D 42.0 D

c0.50 0.77 17.5 1.00 2.7 20.2 C 20.2 C

0.45 0.69 15.9 1.00 3.1 19.0 B 19.0 B

28.2 0.82 140.0 106.9% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.92 23 0 0 8

C 12.5 G

Synchro 9 - Report Page 2

F-2

Westmont Shopping Center 2: S. Glebe Rd. & 9th Street S.

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditons without Development AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

27 27

6 6 Stop 0% 0.92 7 4 12.0 4.0 0

13 13

5 5

17 17

2 2

4 4

0.92 18

0.92 2

0.92 12

0.92 4

724 724 Free 0% 0.92 787

14 14

0.92 5

1578 1578 Free 0% 0.92 1715 2 12.0 4.0 0

11 11

0.92 14

3 3 Stop 0% 0.92 3 8 12.0 4.0 1

0.92 29

None

None

513

1158

0.73 1688

0.73 2546

0.90 407

0.73 2154

0.73 2547

0.68 872

0.90 806

0.68 1735

599 7.5

1769 6.5

120 6.9

1235 7.5

1771 6.5

0 6.9

563 4.1

1149 4.1

3.5 89 260

4.0 88 59

3.3 98 814

3.5 94 85

4.0 95 59

3.3 98 736

2.2 100 901

2.2 99 410

EB 1 50 29 14 202 0.25 23 28.5 D 28.5 D

WB 1 26 5 18 194 0.13 11 26.5 D 26.5 D

NB 1 860 2 0 901 0.00 0 0.1 A 0.0

NB 2 870 0 12 1700 0.51 0 0.0

SB 1 398 4 0 410 0.01 1 0.3 A 0.2

SB 2 408 0 15 1700 0.24 0 0.0

0.9 58.9% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

0.92 15

B

Synchro 9 - Report Page 3

F-3

Westmont Shopping Center 3: S. Highland St. & 9th Street S

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditons without Development AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

5 5

10 10 Stop 0% 0.92 11 9 12.0 4.0 1

6 6

15 15

8 8

12 12

4 4

0.92 9

0.92 13

0.92 29

0.92 4

42 42 Free 1% 0.92 46 3 12.0 4.0 0

6 6

0.92 16

128 128 Free 0% 0.92 139 6 12.0 4.0 1

27 27

0.92 7

7 7 Stop 0% 0.92 8 39 12.0 4.0 3

0.92 5

None

0.92 7

None

544 262

300

64

294

288

196

62

207

262 7.1

300 6.5

64 6.2

294 7.1

288 6.5

196 6.2

62 4.1

207 4.1

3.5 99 643

4.0 98 582

3.3 99 987

3.5 97 596

4.0 99 590

3.3 99 816

2.2 99 1529

2.2 100 1320

EB 1 23 5 7 681 0.03 3 10.5 B 10.5 B

WB 1 33 16 9 641 0.05 4 10.9 B 10.9 B

NB 1 181 13 29 1529 0.01 1 0.6 A 0.6

SB 1 57 4 7 1320 0.00 0 0.6 A 0.6

2.5 24.8% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 4

F-4

Westmont Shopping Center 4: S. Monroe St. & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditons without Development AM

EBT 1651 0.70 12.3 0.4 12.7 512 618 461

WBT 511 0.24 4.3 0.0 4.3 42 50 134

NBT 310 1.05 113.7 1.2 114.9 ~266 #455 549

SBT 56 0.25 40.1 0.0 40.1 31 74 1090

2358 0 274 0 0.79

2129 0 0 0 0.24

295 0 1 0 1.05

220 0 0 0 0.25

Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 5

F-5

Westmont Shopping Center 4: S. Monroe St. & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditons without Development AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

24 24 1900

1469 1469 1900 3% 6.5 0.95 1.00 1.00 0.99 1.00 3450 0.94 3241 0.94 1563 2 1649

58 58 1900

17 17 1900

12 12 1900

56 56 1900

11 11 1900

0.92 13 0 0 16 2 0

0.92 61 0 0 9

0.92 128 0 0 16 5 0

0.92 12 0 0 16

26 26 1900 0% 6.5 1.00 0.99 1.00 0.96 0.99 1535 0.78 1210 0.92 28 11 45

15 15 1900

0.92 18 0 0 22

111 111 1900 -1% 6.5 1.00 0.98 1.00 0.94 0.99 1712 0.92 1594 0.92 121 20 290

118 118 1900

0.94 62 0 0 22 4 0

442 442 1900 -1% 6.5 0.95 1.00 1.00 1.00 1.00 3439 0.85 2927 0.92 480 1 510

0 5 NA 4

0

0.94 26 0 0 16 0

0

Perm

NA 2

2

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0

13

Perm

NA 6

6

0

0

Perm

NA 8

0 Perm

8

4

94.5 94.5 0.73 6.5 0.2 2355

94.5 94.5 0.73 6.5 0.2 2127

22.5 22.5 0.17 6.5 2.0 275

22.5 22.5 0.17 6.5 2.0 209

c0.51 0.70 9.9 1.07 1.6 12.1 B 12.1 B

0.17 0.24 5.9 0.70 0.3 4.3 A 4.3 A

c0.18 1.06 53.8 1.00 69.5 123.3 F 123.3 F

0.04 0.22 46.2 1.00 0.2 46.4 D 46.4 D

24.9 0.77 130.0 92.2% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.92 16 0 0 9

C 13.0 F

Synchro 9 - Report Page 6

F-6

Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

EBL EBT 327 1349 0.82 0.95 29.6 38.6 0.0 8.1 29.6 46.7 82 ~650 m#173 m#770 178 398 0 0 0 0.82

1415 70 0 0 1.00

Future Conditons without Development AM

WBL 35 0.20 25.9 0.0 25.9 19 43 230 179 0 0 0 0.20

WBT 564 0.46 36.0 0.0 36.0 148 191 130

NBL 86 0.28 22.6 0.0 22.6 41 84 270 334 0 0 0 0.26

1221 0 0 0 0.46

NBT 1146 0.97 58.8 0.0 58.8 498 #628 572 1186 0 0 0 0.97

SBL 115 0.60 37.8 0.0 37.8 56 110 150 193 0 0 0 0.60

SBT 634 0.54 37.9 0.0 37.9 228 297 166 1171 0 0 0 0.54

SBR 74 0.12 0.4 0.0 0.4 0 0 120 610 0 0 0 0.12

Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 7

F-7

Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditons without Development AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

320 320 1900

1206 1206 1900 0% 4.0 0.95 1.00 1.00 0.99 1.00 3258 1.00 3258 0.98 1231 5 1344

116 116 1900

33 33 1900

344 344 1900 0% 4.0 0.95 0.98 1.00 0.95 1.00 3294 1.00 3294 0.94 366 56 508

186 186 1900

83 83 1900

1085 1085 1900 1% 4.0 0.95 1.00 1.00 1.00 1.00 3504 1.00 3504 0.97 1119 1 1145

26 26 1900

106 106 1900

68 68 1900

0.97 27 0 0 40

4.0 1.00 1.00 1.00 1.00 0.95 1770 0.09 173 0.92 115 0 115 40

583 583 1900 0% 4.0 0.95 1.00 1.00 1.00 1.00 3539 1.00 3539 0.92 634 0 634

NA 4

Perm

4.0 1.00 1.00 1.00 1.00 0.95 1764 0.29 546 0.98 327 0 327 31

pm+pt 5 2 61.0 64.0 0.49 7.0 2.0 399 c0.09 0.31 0.82 23.3 0.63 9.8 24.6 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

5 NA 2

0.98 118 0 0 36 3 5

4.0 1.00 1.00 1.00 1.00 0.95 1770 0.09 162 0.94 35 0 35 36

pm+pt 1 6 46.6 52.6 0.40 7.0 2.0 147 0.01 0.08 0.24 29.4 1.31 0.3 39.0 D

50.4 53.4 0.41 7.0 0.2 1338 c0.41 1.00 38.3 0.66 23.3 48.6 D 43.9 D 45.2 0.96 130.0 94.5% 15

0.94 198 0 0 31 1

NA 6 43.0 46.0 0.35 7.0 0.2 1165 0.15 0.44 32.1 1.27 1.2 42.0 D 41.8 D

4.0 1.00 1.00 1.00 1.00 0.95 1759 0.25 471 0.97 86 0 86 11

pm+pt 3 8 49.0 55.0 0.42 7.0 2.0 308 0.02 0.09 0.28 24.0 0.96 0.2 23.3 C

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

NA 8

pm+pt 7 4 47.0 53.0 0.41 7.0 2.0 193 c0.05 0.20 0.60 30.5 1.00 3.3 33.7 C

41.0 44.0 0.34 7.0 2.0 1185 c0.33 0.97 42.3 0.96 17.1 57.7 E 55.3 E

40.0 43.0 0.33 7.0 2.0 1170 0.18 0.54 35.5 1.00 0.3 35.7 D 34.9 C

4.0 1.00 0.97 1.00 0.85 1.00 1539 1.00 1539 0.92 74 50 24 11

4 40.0 43.0 0.33 7.0 2.0 509 0.02 0.05 29.6 1.00 0.0 29.6 C

D 16.0 F

Synchro 9 - Report Page 8

F-8

Westmont Shopping Center 6: S. Highland St. & Service Road

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditons without Development AM

EBL

EBR

NBL

NBT

SBT

SBR

2 2 Stop 0% 0.92 2 85 12.0 4.0 7

2 2

2 2 0.92 2

63 63 Free 1% 0.92 68

0 0

0.92 2

165 165 Free 0% 0.92 179 1 12.0 4.0 0 None

None

0.92 0

184 336

154

153

336 6.4

154 6.2

153 4.1

3.5 100 612

3.3 100 828

2.2 100 1326

EB 1 4 2 2 704 0.01 0 10.1 B 10.1 B

NB 1 181 2 0 1326 0.00 0 0.1 A 0.1

SB 1 68 0 0 1700 0.04 0 0.0 0.0

0.2 23.1% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 9

F-9

Westmont Shopping Center 7: Columbia Pike & S. Highland St.

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditons without Development AM

EBT 1498 0.64 5.5 0.2 5.7 68 m107 438

WBT 686 0.25 3.0 0.0 3.0 69 73 73

SBL 70 0.33 27.6 0.0 27.6 21 66 104

2342 221 128 0 0.71

2722 0 0 0 0.25

298 0 1 0 0.24

Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 10

F-10

Westmont Shopping Center 7: Columbia Pike & S. Highland St.

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditons without Development AM

EBL

EBT

WBT

WBR

SBL

SBR

79 79 1900

1299 1299 1900 -1% 6.5 0.95 1.00 1.00 1.00 1.00 3430 0.84 2873 0.92 1412 0 1498

550 550 1900 1% 6.5 0.95 0.99 1.00 0.98 1.00 3331 1.00 3331 0.93 591 8 678

88 88 1900

27 27 1900 1% 6.5 1.00 0.97 0.98 0.92 0.98 1596 0.98 1596 0.92 29 37 33 20

38 38 1900

0

16

13

0

0 5

Perm

NA 2

NA 6

103.4 103.4 0.80 6.5 0.2 2285

103.4 103.4 0.80 6.5 0.2 2649 0.20

0.92 86 0 0 14

2

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

c0.52 0.66 5.7 0.67 0.8 4.6 A 4.6 A

0.26 3.4 0.72 0.2 2.7 A 2.7 A 5.5 0.60 130.0 85.1% 15

0.93 95 0 0 14 2 0

0.92 41 0 0 22

Perm 4 13.6 13.6 0.10 6.5 2.0 166 c0.02 0.20 53.2 1.00 0.2 53.4 D 53.4 D HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

A 13.0 E

Synchro 9 - Report Page 11

F-11

Westmont Shopping Center 8: S. Highland St. & Columbia Pike

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditons without Development AM

EBT

EBR

WBL

WBT

NBL

NBR

1283 1283 Free -4% 0.92 1395

44 44

13 13 0.93 14

54 54 Stop 0% 0.92 59 6 12.0 4.0 1

68 68

0.92 48

585 585 Free 1% 0.93 629

0.92 74

0.84 1449

0.88 1768

0.84 728

1153 4.1

1183 6.8

294 6.9

2.2 97 503

3.5 62 155

3.3 87 587

None

None

153

EB 1 930 0 0 1700 0.55 0 0.0 0.0

472

EB 2 513 0 48 1700 0.30 0 0.0

WB 1 224 14 0 503 0.03 2 1.1 A 0.4

2.0 50.7% 15

WB 2 419 0 0 1700 0.25 0 0.0

NB 1 133 59 74 263 0.51 66 31.9 D 31.9 D

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 12

F-12

Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

EBL 101 0.30 11.6 0.0 11.6 25 m55 205 341 0 0 0 0.30

Future Conditons without Development AM

EBT 1338 0.92 27.8 4.7 32.5 471 #621 392

WBL 72 0.52 30.5 0.0 30.5 30 61

WBT 569 0.33 18.7 0.0 18.7 141 181 346

1461 86 0 0 0.97

138 0 0 0 0.52

1746 0 0 0 0.33

NBL 88 0.24 28.1 0.0 28.1 48 86 160 380 0 0 0 0.23

NBT 761 1.08 97.8 0.0 97.8 ~718 #961 397

NBR 512 0.86 44.8 0.0 44.8 328 #514

SBL 23 0.41 64.2 0.0 64.2 16 #55

702 0 0 0 1.08

594 0 0 0 0.86

100 56 0 0 0 0.41

SBT 292 0.32 39.2 0.0 39.2 104 147 393 926 0 0 0 0.32

Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 13

F-13

Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditons without Development AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

95 95 1900

1242 1242 1900 -4% 6.5 0.95 1.00 1.00 1.00 1.00 3486 1.00 3486 0.94 1321 0 1338

16 16 1900

66 66 1900

464 464 1900 0% 6.5 0.95 0.99 1.00 0.98 1.00 3363 1.00 3363 0.92 504 0 569

60 60 1900

84 84 1900

486 486 1900

21 21 1900

0.92 65 0 0 20

7.0 1.00 1.00 1.00 1.00 0.95 1770 0.11 211 0.92 23 0 23 68

13 NA 6

0

7.0 1.00 0.90 1.00 0.85 1.00 1405 1.00 1405 0.95 512 0 512 68 5 4 pm+ov 1 8 55.0 55.0 0.42 7.0 2.0 670 c0.04 0.33 0.76 32.0 1.00 4.7 36.6 D

219 219 1900 0% 7.0 0.95 0.99 1.00 0.97 1.00 3415 1.00 3415 0.92 238 0 292

50 50 1900

6.5 1.00 1.00 0.99 1.00 0.95 1757 0.46 849 0.95 88 0 88 20

723 723 1900 0% 7.0 1.00 1.00 1.00 1.00 1.00 1863 1.00 1863 0.95 761 0 761

6.5 1.00 1.00 0.98 1.00 0.95 1767 0.44 815 0.94 101 0 101 20 0 Perm 2 54.5 54.5 0.42 6.5 0.2 341 0.12 0.30 25.0 0.38 1.8 11.3 B

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

16 NA 2

0.94 17 0 0 25 5 0

54.5 54.5 0.42 6.5 0.2 1461 c0.38 0.92 35.6 0.52 8.8 27.1 C 26.0 C 42.3 1.06 130.0 104.2% 15

7.0 1.00 1.00 1.00 1.00 0.95 1770 0.07 121 0.92 72 0 72 25 0 pm+pt 1 6 67.5 67.5 0.52 7.0 2.0 138 0.02 0.24 0.52 26.2 1.00 1.6 27.8 C

67.5 67.5 0.52 6.5 0.2 1746 0.17 0.33 18.1 1.00 0.5 18.6 B 19.6 B

0 pm+pt 3 8 49.0 49.0 0.38 6.5 1.0 370 0.01 0.08 0.24 26.9 1.00 0.1 27.0 C

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0 NA 8 49.0 49.0 0.38 7.0 2.0 702 c0.41 1.08 40.5 1.00 59.0 99.5 F 71.2 E

0 Perm 4 35.3 35.3 0.27 7.0 2.0 57 0.11 0.40 38.7 1.00 1.7 40.4 D

0 NA 4

0.92 54 0 0 20 1 0

35.3 35.3 0.27 7.0 2.0 927 0.09 0.31 37.7 1.00 0.1 37.8 D 38.0 D

D 27.0 G

Synchro 9 - Report Page 14

F-14

Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S.

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditons without Development AM

EBT 16 0.06 17.9 0.0 17.9 6 13 83

WBT 47 0.15 11.5 0.0 11.5 8 21 813

NBT 1254 0.47 6.3 0.0 6.3 64 288 630

SBT 775 0.32 3.4 0.0 3.4 25 m47 572

575 0 0 0 0.03

682 0 0 0 0.07

2689 0 78 0 0.48

2428 0 0 0 0.32

Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 15

F-15

Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S.

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditons without Development AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

15 15 1900

0 0 1900 0% 4.0 1.00 1.00 0.99 1.00 0.95 1748 0.73 1336 0.92 0 0 16

0 0 1900

8 8 1900

30 30 1900

8 8 1900

17 17 1900

0.92 33 0 0 17 8

0.95 8 0 0 17

0.95 2 0 0 20 6

0.94 18 0 0 20

686 686 1900 -1% 2.5 0.95 1.00 1.00 0.99 1.00 3306 0.92 3036 0.94 730 2 773

25 25 1900

0.92 9 0 0 16

1182 1182 1900 0% 2.5 0.95 1.00 1.00 1.00 1.00 3537 0.95 3364 0.95 1244 0 1254

2 2 1900

0.92 0 0 0 16 3

5 5 1900 0% 4.0 1.00 0.97 1.00 0.91 0.99 1624 0.94 1541 0.92 5 22 25

0.92 16 0 0 17

Perm

NA 4

Perm

4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

NA 8

8

Perm

NA 2

Perm

2

5 NA 6

6

7.3 10.3 0.16 7.0 2.0 211

7.3 10.3 0.16 7.0 2.0 244

45.2 48.2 0.74 5.5 0.2 2494

45.2 48.2 0.74 5.5 0.2 2251

0.01 0.08 23.3 1.00 0.1 23.4 C 23.4 C

c0.02 0.10 23.4 1.00 0.1 23.5 C 23.5 C

c0.37 0.50 3.5 1.00 0.7 4.2 A 4.2 A

0.25 0.34 2.9 0.72 0.3 2.4 A 2.4 A

4.1 0.43 65.0 56.4% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.94 27 0 0 17 9

A 6.5 B

Synchro 9 - Report Page 16

F-16

Westmont Shopping Center 11: S. Glebe Rd. & West Alleyway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

Future Conditons without Development AM

WBL

WBR

NBT

NBR

SBL

SBT

0 0 Stop 0% 0.92 0 19 12.0 4.0 2

3 3

1588 1588 Free 0% 0.95 1672

2 2

0 0

0.95 2

0.92 0

761 761 Free 0% 0.92 827

0.92 3

None

None

407

1264

0.73 2106

0.68 856

0.68 1693

1198 6.8

0 6.9

1081 4.1

3.5 100 128

3.3 100 727

2.2 100 430

WB 1 3 0 3 727 0.00 0 10.0 A 10.0 A

NB 1 1115 0 0 1700 0.66 0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

NB 2 559 0 2 1700 0.33 0 0.0

0.0

SB 1 414 0 0 1700 0.24 0 0.0

SB 2 414 0 0 1700 0.24 0 0.0

0.0

0.0 54.0% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 17

F-17

Westmont Shopping Center 12: S. Glebe Rd. & West Site Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

Future Conditons without Development AM

WBL

WBR

NBT

NBR

SBL

SBT

0 0 Stop 0% 0.92 0 15 12.0 4.0 1

12 12

1578 1578 Free 0% 0.92 1715

12 12

5 5

0.92 13

0.92 5

756 756 Free 0% 0.92 822 1 12.0 4.0 0

0.92 13

None

None

246 0.68 2158

0.68 880

0.68 1743

1756 6.8

0 6.9

1143 4.1

3.5 100 50

3.3 98 724

2.2 99 406

WB 1 13 0 13 724 0.02 1 10.1 B 10.1 B

NB 1 1143 0 0 1700 0.67 0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

NB 2 585 0 13 1700 0.34 0 0.0

0.0

0.1 54.3% 15

SB 1 5 5 0 406 0.01 1 14.0 B 0.1

SB 2 411 0 0 1700 0.24 0 0.0

SB 3 411 0 0 1700 0.24 0 0.0

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 18

F-18

Westmont Shopping Center 13: Columbia Pike & South Site Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditons without Development AM

EBL

EBT

WBT

WBR

SBL

SBR

3 3

1335 1335 Free -1% 0.92 1451 2 12.0 4.0 0

563 563 Free 0% 0.92 612 1 12.0 4.0 0

19 19

4 4 Stop 0% 0.92 4 8 12.0 4.0 1

1 1 0.92 1

None

None

210

685

0.98 641

0.61 1363

0.98 326

602 4.1

180 6.8

282 6.9

2.2 100 949

3.5 99 475

3.3 100 697

0.92 3

EB 1 487 3 0 949 0.00 0 0.1 A 0.0

EB 2 967 0 0 1700 0.57 0 0.0

WB 1 408 0 0 1700 0.24 0 0.0 0.0

0.1 49.6% 15

0.92 21

WB 2 225 0 21 1700 0.13 0 0.0

SB 1 5 4 1 508 0.01 1 12.2 B 12.2 B

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 19

F-19

Westmont Shopping Center 14: Columbia Pike & South Site Alleyway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditons without Development AM

EBL

EBT

WBT

WBR

SBL

SBR

1 1

1338 1338 Free -1% 0.92 1454

581 581 Free 0% 0.92 632

4 4

1 1 Stop 0% 0.92 1

1 1 0.92 1

None

None

377

518

0.97 636

0.62 1363

0.97 318

567 4.1

145 6.8

240 6.9

2.2 100 973

3.5 100 514

3.3 100 740

0.92 1

EB 1 486 1 0 973 0.00 0 0.0 A 0.0

EB 2 969 0 0 1700 0.57 0 0.0

WB 1 421 0 0 1700 0.25 0 0.0 0.0

0.0 47.7% 15

0.92 4

WB 2 215 0 4 1700 0.13 0 0.0

SB 1 2 1 1 607 0.00 0 11.0 B 11.0 B

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 20

F-20

Westmont Shopping Center 15: South Site Alleyway/Site Alleyway & Back Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

WBL

WBR

NBT

NBR

SBL

SBT

0 0 Stop 0% 0.92 0

2 2

1 1 Free 0% 0.92 1

4 4

0 0

0.92 4

0.92 0

2 2 Free 0% 0.92 2

0.92 2

None

None

5

3

5

5 6.4

3 6.2

5 4.1

3.5 100 1017

3.3 100 1081

2.2 100 1616

WB 1 2 0 2 1081 0.00 0 8.3 A 8.3 A

NB 1 5 0 4 1700 0.00 0 0.0

SB 1 2 0 0 1616 0.00 0 0.0

0.0

0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

1.9 13.3% 15

Future Conditons without Development AM

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 21

F-21

Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditions without Development PM

EBT 96 0.45 53.8 0.0 53.8 74 122 228

WBT 169 0.68 63.1 0.0 63.1 135 200 879

NBT 1038 0.43 5.0 0.0 5.0 80 m154 1079

SBT 1381 0.66 11.7 0.0 11.7 275 440 411

318 0 0 0 0.30

377 0 0 0 0.45

2428 0 0 0 0.43

2106 0 0 0 0.66

Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 1

F-22

Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions without Development PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

38 38 1900

41 41 1900 6.5 1.00 1.00 1.00 0.99 0.98 1792 0.68 1237 0.92 45 0 96

9 9 1900

19 19 1900

54 54 1900

6 6 1900

56 56 1900

0.92 59 0 0

0.92 7 0 0 16

0.92 36 0 0 14 1

0.92 61 0 0 14

1170 1170 1900 6.0 0.95 1.00 1.00 0.99 1.00 3503 0.82 2872 0.92 1272 2 1379

44 44 1900

0.92 21 0 0 17

915 915 1900 6.0 0.95 1.00 1.00 0.99 1.00 3512 0.94 3313 0.92 995 2 1036

33 33 1900

0.92 10 0 0 17

82 82 1900 6.5 1.00 0.99 1.00 0.95 0.99 1530 0.95 1464 0.92 89 0 169

0.92 41 0 0

5 Perm

NA 4

Perm

4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

5 NA 4

4

Perm

NA 2

Perm

2

NA 2

2

22.3 22.3 0.17 6.5 5.0 212

22.3 22.3 0.17 6.5 5.0 251

95.2 95.2 0.73 6.0 0.2 2426

95.2 95.2 0.73 6.0 0.2 2103

0.08 0.45 48.4 1.00 3.2 51.6 D 51.6 D

c0.12 0.67 50.4 1.00 9.0 59.4 E 59.4 E

0.31 0.43 6.8 0.62 0.4 4.6 A 4.6 A

c0.48 0.66 9.0 1.00 1.6 10.6 B 10.6 B

12.8 0.66 130.0 94.6% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.92 48 0 0 16

B 12.5 F

Synchro 9 - Report Page 2

F-23

Westmont Shopping Center 2: S. Glebe Rd. & 9th Street S.

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions without Development PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8

18 18 Stop 0% 0.92 20 6 12.0 4.0 1

4 4

12 12

19 19

6 6

5 5

0.92 21

0.92 7

0.92 11

0.92 5

1157 1157 Free 0% 0.92 1258

37 37

0.92 13

921 921 Free 0% 0.92 1001 2 12.0 4.0 0

10 10

0.92 4

12 12 Stop 0% 0.92 13 14 12.0 4.0 1

0.92 9

None

None

513

1159

0.89 1836

0.89 2334

0.83 657

0.89 1690

0.89 2348

0.80 520

0.83 1304

0.80 1026

814 7.5

1375 6.5

168 6.9

649 7.5

1391 6.5

0 6.9

950 4.1

538 4.1

3.5 96 208

4.0 84 124

3.3 99 696

3.5 95 264

4.0 89 121

3.3 98 859

2.2 99 592

2.2 99 813

EB 1 33 9 4 157 0.21 19 34.0 D 34.0 D

WB 1 47 13 21 259 0.18 16 21.9 C 21.9 C

NB 1 508 7 0 592 0.01 1 0.3 A 0.2

NB 2 512 0 11 1700 0.30 0 0.0

SB 1 634 5 0 813 0.01 0 0.2 A 0.1

SB 2 669 0 40 1700 0.39 0 0.0

1.0 47.3% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

0.92 40

A

Synchro 9 - Report Page 3

F-24

Westmont Shopping Center 3: S. Highland St. & 9th Street S

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions without Development PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

4 4

12 12 Stop 0% 0.92 13 8 12.0 4.0 1

17 17

50 50

6 6

19 19

8 8

0.92 7

0.92 21

0.92 47

0.92 9

68 68 Free 1% 0.92 74 1 12.0 4.0 0

2 2

0.92 54

66 66 Free 0% 0.92 72 6 12.0 4.0 1

43 43

0.92 18

22 22 Stop 0% 0.92 24 13 12.0 4.0 1

0.92 4

None

0.92 2

None

544 258

275

89

274

252

110

84

132

258 7.1

275 6.5

89 6.2

274 7.1

252 6.5

110 6.2

84 4.1

132 4.1

3.5 99 645

4.0 98 609

3.3 98 958

3.5 91 626

4.0 96 627

3.3 99 933

2.2 99 1503

2.2 99 1437

EB 1 35 4 18 755 0.05 4 10.0 A 10.0 A

WB 1 85 54 7 644 0.13 11 11.4 B 11.4 B

NB 1 140 21 47 1503 0.01 1 1.2 A 1.2

SB 1 85 9 2 1437 0.01 0 0.8 A 0.8

4.5 29.6% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 4

F-25

Westmont Shopping Center 4: S. Monroe St. & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditions without Development PM

EBT 930 0.38 12.4 0.0 12.4 247 329 461

WBT 1158 0.53 4.9 0.6 5.5 124 m140 101

NBT 145 0.76 64.9 0.0 64.9 89 164 549

SBT 137 0.68 64.5 0.0 64.5 98 167 1096

2420 0 0 0 0.38

2197 598 0 0 0.72

236 0 0 0 0.61

256 0 0 0 0.54

Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 5

F-26

Westmont Shopping Center 4: S. Monroe St. & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions without Development PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

11 11 1900

777 777 1900 3% 6.5 0.95 0.98 1.00 0.99 1.00 3387 0.93 3159 0.92 845 4 926

67 67 1900

52 52 1900

12 12 1900

43 43 1900

16 16 1900

0.94 13 0 0 54 1 0

0.92 47 0 0 37

0.92 72 0 0 23

0.92 17 0 0 23

77 77 1900 0% 6.5 1.00 0.98 1.00 0.96 0.99 1525 0.93 1421 0.92 84 10 127

33 33 1900

0.94 55 0 0 57

24 24 1900 -1% 6.5 1.00 0.97 0.99 0.93 0.98 1650 0.72 1210 0.92 26 29 116

66 66 1900

0.92 73 0 0 57 6 0

1025 1025 1900 -1% 6.5 0.95 1.00 1.00 1.00 1.00 3436 0.83 2872 0.94 1090 0 1158

0

0

0

0

Perm

NA 8

0.92 12 0 0 54 0

0

Perm

NA 2

2

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0

13

Perm

NA 6

6

Perm

8

0 5 NA 4

4

99.5 99.5 0.77 6.5 0.2 2417

99.5 99.5 0.77 6.5 0.2 2198

17.5 17.5 0.13 6.5 2.0 162

17.5 17.5 0.13 6.5 2.0 191

0.29 0.38 5.1 2.17 0.4 11.3 B 11.3 B

c0.40 0.53 6.0 0.60 0.9 4.5 A 4.5 A

c0.10 0.72 53.9 1.00 11.9 65.8 E 65.8 E

0.09 0.66 53.4 1.00 6.5 60.0 E 60.0 E

14.1 0.55 130.0 87.8% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.92 36 0 0 37 1 0

B 13.0 E

Synchro 9 - Report Page 6

F-27

Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

EBL 140 0.74 58.3 0.0 58.3 77 #169

EBT 821 0.71 26.2 0.1 26.3 180 238 178

193 0 0 0 0.73

1151 14 0 0 0.72

Future Conditions without Development PM

WBL 109 0.51 35.0 0.0 35.0 51 92 230 213 0 0 0 0.51

WBT 1038 0.90 50.3 0.0 50.3 325 #581 130

NBL 230 1.20 160.2 0.0 160.2 ~186 #363 270 192 0 0 0 1.20

1151 0 0 0 0.90

NBT 802 0.76 41.6 0.0 41.6 316 271 572 1082 0 0 0 0.74

SBL 126 0.56 34.6 0.0 34.6 55 m117 150 256 0 0 0 0.49

SBT 978 0.91 52.3 0.0 52.3 289 433 166 1143 0 0 0 0.86

SBR 125 0.26 21.3 0.0 21.3 26 m85 120 518 0 0 0 0.24

Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 7

F-28

Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions without Development PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

137 137 1900

641 641 1900 0% 7.0 0.95 0.98 1.00 0.97 1.00 3163 1.00 3163 0.98 654 17 804

164 164 1900

100 100 1900

873 873 1900 0% 7.0 0.95 0.99 1.00 0.99 1.00 3467 1.00 3467 0.92 949 5 1033

82 82 1900

212 212 1900

703 703 1900 1% 7.0 0.95 1.00 1.00 0.99 1.00 3479 1.00 3479 0.92 764 3 799

35 35 1900

120 120 1900

929 929 1900 0% 7.0 0.95 1.00 1.00 1.00 1.00 3539 1.00 3539 0.95 978 0 978

119 119 1900

NA 4

Perm

7.0 1.00 1.00 1.00 1.00 0.95 1770 0.09 160 0.98 140 0 140 56

pm+pt 5 2 56.2 56.2 0.43 7.0 3.0 188 c0.05 c0.27 0.74 28.7 1.36 14.4 53.4 D

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

5 NA 2

0.98 167 0 0 50 3 5

7.0 1.00 1.00 1.00 1.00 0.95 1765 0.22 403 0.92 109 0 109 50

pm+pt 1 6 49.0 49.0 0.38 7.0 2.0 214 0.02 0.17 0.51 28.0 1.16 0.6 33.0 C

46.6 46.6 0.36 7.0 0.2 1133 0.25 0.71 35.9 0.63 3.7 26.4 C 30.3 C 48.7 1.04 130.0 95.5% 15

0.92 89 0 0 56 2

NA 6 43.0 43.0 0.33 7.0 0.2 1146 c0.30 0.90 41.5 0.94 10.6 49.7 D 48.1 D

7.0 1.00 1.00 1.00 1.00 0.95 1761 0.10 187 0.92 230 0 230 31

pm+pt 3 8 49.6 49.6 0.38 7.0 2.0 192 c0.09 c0.36 1.20 33.1 1.13 127.1 164.6 F

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.92 38 0 0 57 2

NA 8

7.0 1.00 1.00 1.00 1.00 0.95 1766 0.17 311 0.95 126 0 126 57

pm+pt 7 4 49.2 49.2 0.38 7.0 2.0 227 0.04 0.17 0.56 29.0 1.21 1.3 36.5 D

39.6 39.6 0.30 7.0 2.0 1059 0.23 0.75 40.8 0.90 2.6 39.5 D 67.4 E

39.4 39.4 0.30 7.0 2.0 1072 0.28 0.91 43.6 0.95 9.2 50.8 D 48.2 D

7.0 1.00 0.93 1.00 0.85 1.00 1478 1.00 1478 0.95 125 42 83 31 1

4 39.4 39.4 0.30 7.0 2.0 447 0.06 0.19 33.5 1.16 0.1 39.0 D

D 28.0 F

Synchro 9 - Report Page 8

F-29

Westmont Shopping Center 6: S. Highland St. & Back Drvieway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions without Development PM

EBL

EBR

NBL

NBT

SBT

SBR

4 4 Stop 0% 0.92 4 55 12.0 4.0 5

14 14

14 14 0.92 15

133 133 Free 1% 0.92 145 2 12.0 4.0 0

2 2

0.92 15

124 124 Free 0% 0.92 135

None

None

0.92 2

184 368

201

202

368 6.4

201 6.2

202 4.1

3.5 99 595

3.3 98 801

2.2 99 1307

EB 1 19 4 15 747 0.03 2 9.9 A 9.9 A

NB 1 150 15 0 1307 0.01 1 0.9 A 0.9

SB 1 147 0 2 1700 0.09 0 0.0 0.0

1.0 28.2% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 9

F-30

Westmont Shopping Center 7: Columbia Pike & S. Highland St.

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditions without Development PM

EBT 840 0.38 2.2 0.0 2.2 47 43 438

WBT 1171 0.45 1.9 0.1 2.0 43 51 73

SBL 160 0.68 57.5 0.0 57.5 101 175 104

2200 0 0 0 0.38

2582 455 0 0 0.55

292 0 0 0 0.55

Intersection Summary

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 10

F-31

Westmont Shopping Center 7: Columbia Pike & S. Highland St.

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions without Development PM

EBL

EBT

WBT

WBR

SBL

SBR

36 36 1900

754 754 1900 -1% 6.5 0.95 1.00 1.00 1.00 1.00 3433 0.83 2853 0.94 802 0 840

974 974 1900 1% 6.5 0.95 0.99 1.00 0.99 1.00 3340 1.00 3340 0.92 1059 5 1166

103 103 1900

76 76 1900 1% 6.5 1.00 0.98 0.97 0.94 0.97 1610 0.97 1610 0.92 83 27 133 29

71 71 1900

0

16

13

0

0 5

Perm

NA 2

NA 6

100.3 100.3 0.77 6.5 0.2 2201

100.3 100.3 0.77 6.5 0.2 2576 c0.35

0.94 38 0 0 38

2

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.29 0.38 4.8 0.34 0.4 2.0 A 2.0 A

0.45 5.2 0.25 0.5 1.7 A 1.7 A 6.1 0.48 130.0 71.0% 15

0.92 112 0 0 38 4 0

0.92 77 0 0 16

Perm 4 16.7 16.7 0.13 6.5 2.0 206 c0.08 0.65 53.8 1.00 5.1 59.0 E 59.0 E HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

A 13.0 C

Synchro 9 - Report Page 11

F-32

Westmont Shopping Center 8: S. Highland St. & Columbia Pike

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions without Development PM

EBT

EBR

WBL

WBT

NBL

NBR

749 749 Free -4% 0.94 797

79 79

75 75 0.92 82

25 25 Stop 0% 0.92 27 36 12.0 4.0 3

57 57

0.94 84

1051 1051 Free 1% 0.92 1142

0.92 62

0.93 917

0.82 1610

0.93 476

756 4.1

901 6.8

282 6.9

2.2 89 766

3.5 86 196

3.3 90 644

None

None

153

EB 1 531 0 0 1700 0.31 0 0.0 0.0

472

EB 2 350 0 84 1700 0.21 0 0.0

WB 1 463 82 0 766 0.11 9 3.0 A 1.1

1.3 69.6% 15

WB 2 761 0 0 1700 0.45 0 0.0

NB 1 89 27 62 380 0.23 22 17.3 C 17.3 C

ICU Level of Service

Westmont Shopping Center Wells + Associates

C

Synchro 9 - Report Page 12

F-33

Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

EBL 47 0.30 33.3 0.0 33.3 20 m49 205 159 0 0 0 0.30

Future Conditions without Development PM

EBT 829 0.70 30.7 0.0 30.7 193 270 392

WBL 342 0.90 50.3 0.0 50.3 182 #350

WBT 1122 0.60 21.8 0.0 21.8 334 405 330

1180 0 0 0 0.70

398 0 0 0 0.86

1856 0 0 0 0.60

NBL 88 0.53 40.3 0.0 40.3 49 88 160 167 0 0 0 0.53

NBT 370 0.57 38.4 0.0 38.4 247 349 397

NBR 180 0.25 15.6 0.0 15.6 69 109

SBL 79 0.36 45.0 0.0 45.0 54 104

673 0 0 0 0.55

736 0 0 0 0.24

100 233 0 0 0 0.34

SBT 693 0.81 54.4 0.0 54.4 285 359 391 901 0 0 0 0.77

Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 13

F-34

Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions without Development PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

43 43 1900

704 704 1900 -4% 6.5 0.95 0.99 1.00 0.99 1.00 3422 1.00 3422 0.92 765 0 829

59 59 1900

315 315 1900

57 57 1900

81 81 1900

73 73 1900

7.0 1.00 0.93 1.00 0.85 1.00 1448 1.00 1448 0.92 180 0 180 63

7.0 1.00 1.00 0.95 1.00 0.95 1677 0.51 894 0.92 79 0 79 63

568 568 1900 0% 7.0 0.95 0.99 1.00 0.98 1.00 3444 1.00 3444 0.92 617 0 693

70 70 1900

0.92 64 0 0 80

340 340 1900 0% 7.0 1.00 1.00 1.00 1.00 1.00 1863 1.00 1863 0.92 370 0 370

166 166 1900

7.0 1.00 1.00 1.00 1.00 0.95 1766 0.16 293 0.92 342 0 342 80

975 975 1900 0% 6.5 0.95 0.99 1.00 0.99 1.00 3377 1.00 3377 0.92 1060 0 1122

16 NA 2

0

0 pm+pt 3 8 45.1 45.1 0.35 6.5 2.0 166 0.03 0.16 0.53 31.8 1.00 1.6 33.4 C

0 4 NA pm+ov 8 1 8 45.1 64.7 45.1 64.7 0.35 0.50 7.0 7.0 2.0 2.0 646 798 c0.20 0.03 0.09 0.57 0.23 34.6 18.5 1.00 1.00 0.8 0.1 35.4 18.5 D B 30.3 C

0 Perm

HCM 2000 Level of Service

C

6.5 1.00 1.00 0.96 1.00 0.95 1728 0.25 462 0.92 47 0 47 87 0 Perm 2 44.8 44.8 0.34 6.5 0.2 159 0.10 0.30 31.1 0.82 4.4 30.0 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

44.8 44.8 0.34 6.5 0.2 1179 0.24 0.70 36.8 0.72 3.3 29.9 C 29.9 C 33.5 0.90 130.0 89.8% 15

0 pm+pt 1 6 71.4 71.4 0.55 7.0 2.0 383 c0.13 c0.36 0.89 26.8 1.00 21.7 48.5 D

13 NA 6

0.92 62 0 0 87 2 0

71.4 71.4 0.55 6.5 0.2 1854 0.33 0.61 19.8 1.00 1.5 21.3 C 27.6 C

Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

6.5 1.00 1.00 1.00 1.00 0.95 1767 0.14 268 0.92 88 0 88 57

4 32.2 32.2 0.25 7.0 4.0 221 0.09 0.36 40.4 1.00 1.4 41.7 D

0 NA 4

0.92 76 0 0 57 4 0

32.2 32.2 0.25 7.0 4.0 853 c0.20 0.81 46.1 1.00 6.2 52.3 D 51.2 D

27.0 E

Synchro 9 - Report Page 14

F-35

Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S.

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditions without Development PM

EBT 32 0.17 17.1 0.0 17.1 6 22 83

WBT 37 0.19 16.9 0.0 16.9 7 24 813

NBT 964 0.36 5.1 0.0 5.1 57 176 630

SBT 1269 0.52 8.6 0.0 8.6 181 282 572

548 0 0 0 0.06

563 0 0 0 0.07

2648 0 0 0 0.36

2451 0 0 0 0.52

Intersection Summary

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 15

F-36

Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S.

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions without Development PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

14 14 1900

2 2 1900 0% 7.0 1.00 0.97 0.99 0.94 0.98 1639 0.83 1395 0.92 2 14 18

14 14 1900

14 14 1900

17 17 1900

6 6 1900

18 18 1900

0.92 18 0 0 30 5

0.93 6 0 0 29

0.93 9 0 0 28 9

0.94 19 0 0 28

1143 1143 1900 -1% 5.5 0.95 1.00 1.00 1.00 1.00 3311 0.93 3098 0.94 1216 1 1268

32 32 1900

0.92 15 0 0 31

883 883 1900 0% 5.5 0.95 1.00 1.00 1.00 1.00 3530 0.95 3346 0.93 949 1 963

8 8 1900

0.92 15 0 0 31 5

4 4 1900 0% 7.0 1.00 0.97 0.99 0.93 0.98 1641 0.85 1429 0.92 4 16 21

0.92 15 0 0 30

Perm

NA 4

Perm

4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

NA 8

8

Perm

NA 2

Perm

2

5 NA 6

6

6.1 6.1 0.09 7.0 2.0 130

6.1 6.1 0.09 7.0 2.0 134

46.4 46.4 0.71 5.5 0.2 2388

46.4 46.4 0.71 5.5 0.2 2211

0.01 0.14 27.0 1.00 0.2 27.2 C 27.2 C

c0.01 0.15 27.1 1.00 0.2 27.3 C 27.3 C

0.29 0.40 3.7 1.00 0.5 4.2 A 4.2 A

c0.41 0.57 4.5 1.51 0.6 7.4 A 7.4 A

6.7 0.52 65.0 67.6% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.94 34 0 0 29 10

A 12.5 C

Synchro 9 - Report Page 16

F-37

Westmont Shopping Center 11: S. Glebe Rd. & West Alleyway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

Future Conditions without Development PM

WBL

WBR

NBT

NBR

SBL

SBT

0 0 Stop 0% 0.92 0 28 12.0 4.0 2

10 10

928 928 Free 0% 0.92 1009

15 15

0 0

0.92 16

0.92 0

1197 1197 Free 0% 0.92 1301

0.92 11

None

None

407

1265

0.88 1696

0.80 540

0.80 1053

682 6.8

0 6.9

563 4.1

3.5 100 330

3.3 99 846

2.2 100 784

WB 1 11 0 11 846 0.01 1 9.3 A 9.3 A

NB 1 673 0 0 1700 0.40 0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

NB 2 352 0 16 1700 0.21 0 0.0

0.0

SB 1 650 0 0 1700 0.38 0 0.0

SB 2 650 0 0 1700 0.38 0 0.0

0.0

0.0 36.4% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 17

F-38

Westmont Shopping Center 12: S. Glebe Rd. & West Site Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

Future Conditions without Development PM

WBL

WBR

NBT

NBR

SBL

SBT

0 0 Stop 0% 0.92 0 23 12.0 4.0 2

44 44

889 889 Free 0% 0.92 966

33 33

29 29

0.92 36

0.92 32

1168 1168 Free 0% 0.92 1270 2 12.0 4.0 0

0.92 48

None

None

246 0.79 1706

0.79 526

0.79 1025

1372 6.8

0 6.9

515 4.1

3.5 100 103

3.3 94 844

2.2 96 816

WB 1 48 0 48 844 0.06 5 9.5 A 9.5 A

NB 1 644 0 0 1700 0.38 0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

NB 2 358 0 36 1700 0.21 0 0.0

0.0

0.3 42.9% 15

SB 1 32 32 0 816 0.04 3 9.6 A 0.2

SB 2 635 0 0 1700 0.37 0 0.0

SB 3 635 0 0 1700 0.37 0 0.0

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 18

F-39

Westmont Shopping Center 13: Columbia Pike & South Site Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions without Development PM

EBL

EBT

WBT

WBR

SBL

SBR

2 2

793 793 Free -1% 0.92 862

1035 1035 Free 0% 0.92 1125

24 24

2 2 Stop 0% 0.92 2 2 12.0 4.0 0

21 21 0.92 23

None

None

210

685

0.89 1153

0.85 1575

0.89 578

928 4.1

737 6.8

282 6.9

2.2 100 652

3.5 99 298

3.3 96 636

0.92 2

EB 1 289 2 0 652 0.00 0 0.1 A 0.0

EB 2 575 0 0 1700 0.34 0 0.0

WB 1 750 0 0 1700 0.44 0 0.0 0.0

0.2 39.4% 15

0.92 26

WB 2 401 0 26 1700 0.24 0 0.0

SB 1 25 2 23 583 0.04 3 11.5 B 11.5 B

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 19

F-40

Westmont Shopping Center 14: Columbia Pike & South Site Alleyway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions without Development PM

EBL

EBT

WBT

WBR

SBL

SBR

7 7

788 788 Free -1% 0.92 857

1039 1039 Free 0% 0.92 1129

6 6

3 3 Stop 0% 0.92 3

20 20 0.92 22

None

None

377

518

0.89 1136

0.86 1577

0.89 568

898 4.1

747 6.8

257 6.9

2.2 99 667

3.5 99 295

3.3 97 658

0.92 8

EB 1 294 8 0 667 0.01 1 0.4 A 0.1

EB 2 571 0 0 1700 0.34 0 0.0

WB 1 753 0 0 1700 0.44 0 0.0 0.0

0.2 38.9% 15

0.92 7

WB 2 383 0 7 1700 0.23 0 0.0

SB 1 25 3 22 573 0.04 3 11.6 B 11.6 B

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 20

F-41

Westmont Shopping Center 15: South Site Alleyway/Site Alleyway & Back Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h)

WBL

WBR

NBT

NBR

SBL

SBT

11 11 Stop 0% 0.92 12

5 5

5 5 Free 0% 0.92 5

8 8

10 10

0.92 9

0.92 11

5 5 Free 0% 0.92 5

Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

0.92 5

None

None

36

10

14

36 6.4

10 6.2

14 4.1

3.5 99 969

3.3 100 1072

2.2 99 1604

WB 1 17 12 5 997 0.02 1 8.7 A 8.7 A

NB 1 14 0 9 1700 0.01 0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

0.0

Future Conditions without Development PM

SB 1 16 11 0 1604 0.01 1 5.0 A 5.0

4.8 17.5% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 21

F-42

Westmont Shopping Center August 13, 2018

APPENDIX G 2020 FUTURE CONDITIONS WITH DEVELOPMENT SYNCHRO WORKSHEETS

Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditions with Development AM

EBT 346 1.05 110.4 0.0 110.4 ~341 #539 269

WBT 130 0.33 43.2 0.0 43.2 95 157 879

NBT 1670 0.79 21.9 0.0 21.9 546 647 1073

SBT 887 0.71 20.7 0.0 20.7 264 347 493

331 0 0 0 1.05

398 0 0 0 0.33

2125 0 0 0 0.79

1255 0 0 0 0.71

Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 1

G-1

Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions with Development AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

158 158 1900

152 152 1900 6.5 1.00 1.00 1.00 1.00 0.98 1583 0.74 1205 0.92 165 0 346

8 8 1900

5 5 1900

76 76 1900

4 4 1900

67 67 1900

0.92 83 0 0 1 5

0.98 4 0 0 8

0.98 89 0 0 5

0.92 73 0 0 5

728 728 1900 6.0 0.95 1.00 1.00 1.00 1.00 3507 0.56 1973 0.92 791 1 886

21 21 1900

0.92 5 0 0

1545 1545 1900 6.0 0.95 1.00 1.00 0.99 1.00 3504 0.95 3340 0.98 1577 3 1667

87 87 1900

0.92 9 0 0

39 39 1900 6.5 1.00 0.99 1.00 0.91 1.00 1470 0.98 1450 0.92 42 0 130

0.92 172 0 0 1

5 Perm

5 NA 4

Perm

4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

5 NA 4

4

Perm

NA 2

Perm

2

NA 2

2

38.5 38.5 0.28 6.5 3.0 331

38.5 38.5 0.28 6.5 3.0 398

89.0 89.0 0.64 6.0 3.0 2123

89.0 89.0 0.64 6.0 3.0 1254

c0.29 1.05 50.8 1.00 61.8 112.5 F 112.5 F

0.09 0.33 40.4 1.00 0.5 40.9 D 40.9 D

c0.50 0.79 18.5 1.00 3.0 21.6 C 21.6 C

0.45 0.71 16.9 1.00 3.4 20.2 C 20.2 C

32.4 0.86 140.0 106.9% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.92 23 0 0 8

C 12.5 G

Synchro 9 - Report Page 2

G-2

Westmont Shopping Center 2: S. Glebe Rd. & 9th Street S.

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

27 27

6 6 Stop 0% 0.92 7 4 12.0 4.0 0

13 13

5 5

17 17

2 2

4 4

0.92 18

0.92 2

0.92 12

0.92 4

723 723 Free 0% 0.92 786

14 14

0.92 5

1589 1589 Free 0% 0.92 1727 2 12.0 4.0 0

11 11

0.92 14

3 3 Stop 0% 0.92 3 8 12.0 4.0 1

0.92 29

None

None

513

1153

0.74 1692

0.74 2556

0.90 406

0.74 2166

0.74 2558

0.68 878

0.90 805

0.68 1747

593 7.5

1768 6.5

109 6.9

1236 7.5

1770 6.5

0 6.9

553 4.1

1168 4.1

3.5 89 263

4.0 88 60

3.3 98 825

3.5 94 85

4.0 95 59

3.3 98 737

2.2 100 906

2.2 99 403

EB 1 50 29 14 204 0.24 23 28.2 D 28.2 D

WB 1 26 5 18 194 0.13 11 26.4 D 26.4 D

NB 1 866 2 0 906 0.00 0 0.1 A 0.0

NB 2 876 0 12 1700 0.52 0 0.0

SB 1 397 4 0 403 0.01 1 0.3 A 0.2

SB 2 408 0 15 1700 0.24 0 0.0

0.9 59.2% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

0.92 15

B

Synchro 9 - Report Page 3

G-3

Westmont Shopping Center 3: S. Highland St. & 9th Street S./9th Street

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

5 5

10 10 Stop 0% 0.92 11 9 12.0 4.0 1

6 6

15 15

8 8

12 12

4 4

0.92 9

0.92 13

0.92 29

0.92 4

44 44 Free 1% 0.92 48 3 12.0 4.0 0

6 6

0.92 16

128 128 Free 0% 0.92 139 6 12.0 4.0 1

27 27

0.92 7

7 7 Stop 0% 0.92 8 39 12.0 4.0 3

0.92 5

None

0.92 7

None

544 264

302

66

296

290

196

64

207

264 7.1

302 6.5

66 6.2

296 7.1

290 6.5

196 6.2

64 4.1

207 4.1

3.5 99 642

4.0 98 580

3.3 99 985

3.5 97 594

4.0 99 588

3.3 99 816

2.2 99 1527

2.2 100 1320

EB 1 23 5 7 679 0.03 3 10.5 B 10.5 B

WB 1 33 16 9 640 0.05 4 10.9 B 10.9 B

NB 1 181 13 29 1527 0.01 1 0.6 A 0.6

SB 1 59 4 7 1320 0.00 0 0.5 A 0.5

2.5 24.8% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 4

G-4

Westmont Shopping Center 4: S. Monroe St. & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditions with Development AM

EBT 1654 0.70 13.1 0.4 13.5 500 605 470

WBT 534 0.25 3.9 0.0 3.9 39 45 120

NBT 310 1.05 113.7 1.2 114.9 ~266 #455 549

SBT 56 0.25 40.1 0.0 40.1 31 74 1095

2355 0 265 0 0.79

2134 0 0 0 0.25

295 0 1 0 1.05

220 0 0 0 0.25

Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 5

G-5

Westmont Shopping Center 4: S. Monroe St. & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions with Development AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

24 24 1900

1472 1472 1900 3% 6.5 0.95 1.00 1.00 0.99 1.00 3451 0.94 3239 0.94 1566 2 1652

58 58 1900

17 17 1900

12 12 1900

56 56 1900

11 11 1900

0.92 13 0 0 16 2 0

0.92 61 0 0 9

0.92 128 0 0 16 5 0

0.92 12 0 0 16

26 26 1900 0% 6.5 1.00 0.99 1.00 0.96 0.99 1535 0.78 1210 0.92 28 11 45

15 15 1900

0.92 18 0 0 22

111 111 1900 -1% 6.5 1.00 0.98 1.00 0.94 0.99 1712 0.92 1594 0.92 121 20 290

118 118 1900

0.94 62 0 0 22 4 0

463 463 1900 -1% 6.5 0.95 1.00 1.00 1.00 1.00 3440 0.85 2937 0.92 503 1 533

0 5 NA 4

0

0.94 26 0 0 16 0

0

Perm

NA 2

2

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0

13

Perm

NA 6

6

0

0

Perm

NA 8

0 Perm

8

4

94.5 94.5 0.73 6.5 0.2 2354

94.5 94.5 0.73 6.5 0.2 2134

22.5 22.5 0.17 6.5 2.0 275

22.5 22.5 0.17 6.5 2.0 209

c0.51 0.70 9.9 1.13 1.7 12.9 B 12.9 B

0.18 0.25 5.9 0.61 0.3 3.9 A 3.9 A

c0.18 1.06 53.8 1.00 69.5 123.3 F 123.3 F

0.04 0.22 46.2 1.00 0.2 46.4 D 46.4 D

25.1 0.77 130.0 92.3% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.92 16 0 0 9

C 13.0 F

Synchro 9 - Report Page 6

G-6

Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

EBL EBT 331 1348 0.85 1.00 32.5 46.6 0.0 14.0 32.5 60.6 72 ~652 m#169 m#765 178 389 0 0 0 0.85

1350 59 0 0 1.04

Future Conditions with Development AM

WBL 55 0.31 28.3 0.0 28.3 30 59 230 179 0 0 0 0.31

WBT 586 0.48 36.6 0.0 36.6 163 206 130

NBL 86 0.28 22.6 0.0 22.6 41 84 270 334 0 0 0 0.26

1218 0 0 0 0.48

NBT 1144 0.96 58.3 0.0 58.3 497 #626 572 1187 0 0 0 0.96

SBL 115 0.60 37.8 0.0 37.8 56 110 150 193 0 0 0 0.60

SBT 634 0.54 37.9 0.0 37.9 228 297 166 1171 0 0 0 0.54

SBR 74 0.12 0.4 0.0 0.4 0 0 120 610 0 0 0 0.12

Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 7

G-7

Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions with Development AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

324 324 1900

1205 1205 1900 0% 4.0 0.95 1.00 1.00 0.99 1.00 3258 1.00 3258 0.98 1230 5 1343

116 116 1900

52 52 1900

365 365 1900 0% 4.0 0.95 0.98 1.00 0.95 1.00 3304 1.00 3304 0.94 388 50 536

186 186 1900

83 83 1900

1084 1084 1900 1% 4.0 0.95 1.00 1.00 1.00 1.00 3504 1.00 3504 0.97 1118 1 1143

25 25 1900

106 106 1900

68 68 1900

0.97 26 0 0 40

4.0 1.00 1.00 1.00 1.00 0.95 1770 0.09 173 0.92 115 0 115 40

583 583 1900 0% 4.0 0.95 1.00 1.00 1.00 1.00 3539 1.00 3539 0.92 634 0 634

NA 4

Perm

4.0 1.00 1.00 1.00 1.00 0.95 1764 0.28 522 0.98 331 0 331 31

pm+pt 5 2 60.2 64.0 0.49 7.0 2.0 390 c0.09 0.33 0.85 23.9 0.70 11.3 28.0 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

5 NA 2

0.98 118 0 0 36 3 5

4.0 1.00 1.00 1.00 1.00 0.95 1770 0.09 162 0.94 55 0 55 36

pm+pt 1 6 47.8 53.8 0.41 7.0 2.0 163 0.02 0.12 0.34 29.6 1.31 0.4 39.3 D

49.2 52.2 0.40 7.0 0.2 1308 c0.41 1.03 38.9 0.64 28.1 53.0 D 48.0 D 46.6 0.97 130.0 94.7% 15

0.94 198 0 0 31 1

NA 6 43.0 46.0 0.35 7.0 0.2 1169 0.16 0.46 32.4 1.25 1.3 41.6 D 41.4 D

4.0 1.00 1.00 1.00 1.00 0.95 1759 0.25 471 0.97 86 0 86 11

pm+pt 3 8 49.0 55.0 0.42 7.0 2.0 308 0.02 0.09 0.28 24.0 0.97 0.2 23.3 C

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

NA 8

pm+pt 7 4 47.0 53.0 0.41 7.0 2.0 193 c0.05 0.20 0.60 30.5 1.00 3.3 33.7 C

41.0 44.0 0.34 7.0 2.0 1185 c0.33 0.96 42.2 0.96 16.9 57.4 E 55.0 E

40.0 43.0 0.33 7.0 2.0 1170 0.18 0.54 35.5 1.00 0.3 35.7 D 34.9 C

4.0 1.00 0.97 1.00 0.85 1.00 1539 1.00 1539 0.92 74 50 24 11

4 40.0 43.0 0.33 7.0 2.0 509 0.02 0.05 29.6 1.00 0.0 29.6 C

D 16.0 F

Synchro 9 - Report Page 8

G-8

Westmont Shopping Center 6: S. Highland St.

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development AM

EBL

EBR

NBL

NBT

SBT

SBR

2 2 Stop 0% 0.92 2 85 12.0 4.0 7

2 2

2 2 0.92 2

63 63 Free 1% 0.92 68

2 2

0.92 2

165 165 Free 0% 0.92 179 1 12.0 4.0 0 None

None

0.92 2

184 337

155

155

337 6.4

155 6.2

155 4.1

3.5 100 611

3.3 100 827

2.2 100 1324

EB 1 4 2 2 703 0.01 0 10.2 B 10.2 B

NB 1 181 2 0 1324 0.00 0 0.1 A 0.1

SB 1 70 0 2 1700 0.04 0 0.0 0.0

0.2 23.1% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 9

G-9

Westmont Shopping Center 7: Columbia Pike & S. Highland St.

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditions with Development AM

EBT 1512 0.64 5.6 0.2 5.9 73 m84 438

WBT 680 0.25 3.0 0.0 3.0 68 71 73

SBL 69 0.32 27.9 0.0 27.9 21 66 104

2347 221 139 0 0.71

2722 0 0 0 0.25

297 0 1 0 0.23

Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 10

G-10

Westmont Shopping Center 7: Columbia Pike & S. Highland St.

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions with Development AM

EBL

EBT

WBT

WBR

SBL

SBR

79 79 1900

1312 1312 1900 -1% 6.5 0.95 1.00 1.00 1.00 1.00 3430 0.84 2880 0.92 1426 0 1512

544 544 1900 1% 6.5 0.95 0.99 1.00 0.98 1.00 3330 1.00 3330 0.93 585 8 672

88 88 1900

27 27 1900 1% 6.5 1.00 0.97 0.98 0.92 0.98 1597 0.98 1597 0.92 29 36 33 20

37 37 1900

0

16

13

0

0 5

Perm

NA 2

NA 6

103.4 103.4 0.80 6.5 0.2 2290

103.4 103.4 0.80 6.5 0.2 2648 0.20

0.92 86 0 0 14

2

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

c0.53 0.66 5.7 0.69 0.7 4.7 A 4.7 A

0.25 3.4 0.72 0.2 2.7 A 2.7 A 5.6 0.61 130.0 85.5% 15

0.93 95 0 0 14 2 0

0.92 40 0 0 22

Perm 4 13.6 13.6 0.10 6.5 2.0 167 c0.02 0.20 53.2 1.00 0.2 53.4 D 53.4 D HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

A 13.0 E

Synchro 9 - Report Page 11

G-11

Westmont Shopping Center 8: S. Highland St. & Columbia Pike

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development AM

EBT

EBR

WBL

WBT

NBL

NBR

1296 1296 Free -4% 0.92 1409

44 44

13 13 0.93 14

53 53 Stop 0% 0.92 58 6 12.0 4.0 1

68 68

0.92 48

580 580 Free 1% 0.93 624

0.92 74

0.84 1463

0.88 1779

0.84 734

1164 4.1

1195 6.8

293 6.9

2.2 97 496

3.5 62 152

3.3 87 586

None

None

153

EB 1 939 0 0 1700 0.55 0 0.0 0.0

472

EB 2 518 0 48 1700 0.30 0 0.0

WB 1 222 14 0 496 0.03 2 1.2 A 0.4

2.0 51.0% 15

WB 2 416 0 0 1700 0.24 0 0.0

NB 1 132 58 74 260 0.51 66 32.4 D 32.4 D

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 12

G-12

Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

EBL 101 0.30 11.0 0.0 11.0 25 m55 205 342 0 0 0 0.30

Future Conditions with Development AM

EBT 1352 0.93 27.2 5.9 33.0 480 #700 392

WBL 72 0.52 30.5 0.0 30.5 30 61

WBT 564 0.32 18.7 0.0 18.7 140 180 330

1461 86 0 0 0.98

138 0 0 0 0.52

1746 0 0 0 0.32

NBL 87 0.24 28.0 0.0 28.0 47 85 160 380 0 0 0 0.23

NBT 761 1.08 97.8 0.0 97.8 ~718 #961 397

NBR 512 0.86 44.8 0.0 44.8 328 #514

SBL 23 0.41 64.2 0.0 64.2 16 #55

702 0 0 0 1.08

594 0 0 0 0.86

100 56 0 0 0 0.41

SBT 293 0.32 39.2 0.0 39.2 104 147 1107 927 0 0 0 0.32

Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 13

G-13

Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions with Development AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

95 95 1900

1255 1255 1900 -4% 6.5 0.95 1.00 1.00 1.00 1.00 3486 1.00 3486 0.94 1335 0 1352

16 16 1900

66 66 1900

459 459 1900 0% 6.5 0.95 0.99 1.00 0.98 1.00 3362 1.00 3362 0.92 499 0 564

60 60 1900

83 83 1900

486 486 1900

21 21 1900

0.92 65 0 0 20

7.0 1.00 1.00 1.00 1.00 0.95 1770 0.11 211 0.92 23 0 23 68

13 NA 6

0

7.0 1.00 0.90 1.00 0.85 1.00 1405 1.00 1405 0.95 512 0 512 68 5 4 pm+ov 1 8 55.0 55.0 0.42 7.0 2.0 670 c0.04 0.33 0.76 32.0 1.00 4.7 36.6 D

219 219 1900 0% 7.0 0.95 0.99 1.00 0.97 1.00 3413 1.00 3413 0.92 238 0 293

51 51 1900

6.5 1.00 1.00 0.99 1.00 0.95 1757 0.46 847 0.95 87 0 87 20

723 723 1900 0% 7.0 1.00 1.00 1.00 1.00 1.00 1863 1.00 1863 0.95 761 0 761

6.5 1.00 1.00 0.98 1.00 0.95 1767 0.44 819 0.94 101 0 101 20 0 Perm 2 54.5 54.5 0.42 6.5 0.2 343 0.12 0.29 25.0 0.36 1.7 10.7 B

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

16 NA 2

0.94 17 0 0 25 5 0

54.5 54.5 0.42 6.5 0.2 1461 c0.39 0.93 35.8 0.47 9.5 26.3 C 25.3 C 42.0 1.07 130.0 104.5% 15

7.0 1.00 1.00 1.00 1.00 0.95 1770 0.07 121 0.92 72 0 72 25 0 pm+pt 1 6 67.5 67.5 0.52 7.0 2.0 138 0.02 0.24 0.52 26.4 1.00 1.6 28.1 C

67.5 67.5 0.52 6.5 0.2 1745 0.17 0.32 18.1 1.00 0.5 18.5 B 19.6 B

0 pm+pt 3 8 49.0 49.0 0.38 6.5 1.0 369 0.01 0.08 0.24 26.8 1.00 0.1 27.0 C

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0 NA 8 49.0 49.0 0.38 7.0 2.0 702 c0.41 1.08 40.5 1.00 59.0 99.5 F 71.2 E

0 Perm 4 35.3 35.3 0.27 7.0 2.0 57 0.11 0.40 38.7 1.00 1.7 40.4 D

0 NA 4

0.92 55 0 0 20 1 0

35.3 35.3 0.27 7.0 2.0 926 0.09 0.32 37.7 1.00 0.1 37.8 D 38.0 D

D 27.0 G

Synchro 9 - Report Page 14

G-14

Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S.

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditions with Development AM

EBT 16 0.06 17.9 0.0 17.9 6 13 83

WBT 47 0.15 11.3 0.0 11.3 7 21 813

NBT 1252 0.47 6.3 0.0 6.3 64 287 630

SBT 795 0.33 3.4 0.0 3.4 25 m53 572

575 0 0 0 0.03

682 0 0 0 0.07

2689 0 78 0 0.48

2431 0 0 0 0.33

Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associates

Synchro 9 - Report Page 15

G-15

Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S.

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions with Development AM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

15 15 1900

0 0 1900 0% 4.0 1.00 1.00 0.99 1.00 0.95 1748 0.73 1336 0.92 0 0 16

0 0 1900

8 8 1900

30 30 1900

8 8 1900

17 17 1900

0.92 33 0 0 17 8

0.95 8 0 0 17

0.95 2 0 0 20 6

0.94 18 0 0 20

705 705 1900 -1% 2.5 0.95 1.00 1.00 0.99 1.00 3307 0.92 3040 0.94 750 2 793

25 25 1900

0.92 9 0 0 16

1180 1180 1900 0% 2.5 0.95 1.00 1.00 1.00 1.00 3537 0.95 3363 0.95 1242 0 1252

2 2 1900

0.92 0 0 0 16 3

5 5 1900 0% 4.0 1.00 0.97 1.00 0.91 0.99 1624 0.94 1541 0.92 5 23 24

0.92 16 0 0 17

Perm

NA 4

Perm

4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

NA 8

8

Perm

NA 2

Perm

2

5 NA 6

6

7.3 10.3 0.16 7.0 2.0 211

7.3 10.3 0.16 7.0 2.0 244

45.2 48.2 0.74 5.5 0.2 2493

45.2 48.2 0.74 5.5 0.2 2254

0.01 0.08 23.3 1.00 0.1 23.4 C 23.4 C

c0.02 0.10 23.4 1.00 0.1 23.4 C 23.4 C

c0.37 0.50 3.5 1.00 0.7 4.2 A 4.2 A

0.26 0.35 2.9 0.72 0.4 2.5 A 2.5 A

4.1 0.43 65.0 56.3% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associates

0.94 27 0 0 17 9

A 6.5 B

Synchro 9 - Report Page 16

G-16

Westmont Shopping Center 11: S. Glebe Rd. & West Alleyway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

Future Conditions with Development AM

WBL

WBR

NBT

NBR

SBL

SBT

0 0 Stop 0% 0.92 0 19 12.0 4.0 2

21 21

1581 1581 Free 0% 0.95 1664

11 11

0 0

0.95 12

0.92 0

760 760 Free 0% 0.92 826

0.92 23

None

None

407

1259

0.73 2102

0.68 857

0.68 1695

1177 6.8

0 6.9

1085 4.1

3.5 100 132

3.3 97 727

2.2 100 428

WB 1 23 0 23 727 0.03 2 10.1 B 10.1 B

NB 1 1109 0 0 1700 0.65 0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

NB 2 567 0 12 1700 0.33 0 0.0

0.0

SB 1 413 0 0 1700 0.24 0 0.0

SB 2 413 0 0 1700 0.24 0 0.0

0.0

0.1 54.1% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 17

G-17

Westmont Shopping Center 12: S. Glebe Rd. & West Site Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

Future Conditions with Development AM

WBL

WBR

NBT

NBR

SBL

SBT

0 0 Stop 0% 0.92 0 15 12.0 4.0 1

2 2

1590 1590 Free 0% 0.92 1728

3 3

3 3

0.92 3

0.92 3

757 757 Free 0% 0.92 823 1 12.0 4.0 0

0.92 2

None

None

246 0.68 2162

0.68 882

0.68 1746

1765 6.8

0 6.9

1151 4.1

3.5 100 50

3.3 100 726

2.2 99 404

WB 1 2 0 2 726 0.00 0 10.0 A 10.0 A

NB 1 1152 0 0 1700 0.68 0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

NB 2 579 0 3 1700 0.34 0 0.0

0.0

0.0 54.4% 15

SB 1 3 3 0 404 0.01 1 14.0 B 0.1

SB 2 412 0 0 1700 0.24 0 0.0

SB 3 412 0 0 1700 0.24 0 0.0

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 18

G-18

Westmont Shopping Center 13: Columbia Pike & South Site Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development AM

EBL

EBT

WBT

WBR

SBL

SBR

0 0

1336 1336 Free -1% 0.92 1452 2 12.0 4.0 0

610 610 Free 0% 0.92 663 1 12.0 4.0 0

0 0

0 0 Stop 0% 0.92 0 8 12.0 4.0 1

0 0 0.92 0

None

None

210

685

0.99 671

0.61 1398

0.99 342

638 4.1

286 6.8

303 6.9

2.2 100 923

3.5 100 415

3.3 100 677

0.92 0

EB 1 484 0 0 923 0.00 0 0.0 0.0

EB 2 968 0 0 1700 0.57 0 0.0

WB 1 442 0 0 1700 0.26 0 0.0 0.0

0.0 47.6% 15

0.92 0

WB 2 221 0 0 1700 0.13 0 0.0

SB 1 0 0 0 1700 0.00 0 0.0 A 0.0 A

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 19

G-19

Westmont Shopping Center 14: Columbia Pike & South Site Alleyway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development AM

EBL

EBT

WBT

WBR

SBL

SBR

1 1

1335 1335 Free -1% 0.92 1451

567 567 Free 0% 0.92 616

7 7

16 16 Stop 0% 0.92 17

41 41 0.92 45

None

None

377

518

0.97 624

0.63 1348

0.97 312

557 4.1

161 6.8

237 6.9

2.2 100 982

3.5 97 509

3.3 94 744

0.92 1

EB 1 485 1 0 982 0.00 0 0.0 A 0.0

EB 2 967 0 0 1700 0.57 0 0.0

WB 1 411 0 0 1700 0.24 0 0.0 0.0

0.3 47.7% 15

0.92 8

WB 2 213 0 8 1700 0.13 0 0.0

SB 1 62 17 45 660 0.09 8 11.0 B 11.0 B

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 20

G-20

Westmont Shopping Center 15: South Site Alleyway/Site Alley & Back Driveway

Future Conditions with Development AM

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h)

WBL

WBR

NBT

NBR

SBL

SBT

0 0 Stop 0% 0.92 0

4 4

7 7 Free 0% 0.92 8

4 4

0 0

0.92 4

0.92 0

58 58 Free 0% 0.92 63

Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

0.92 4

None

None

73

10

12

73 6.4

10 6.2

12 4.1

3.5 100 931

3.3 100 1071

2.2 100 1607

WB 1 4 0 4 1071 0.00 0 8.4 A 8.4 A

NB 1 12 0 4 1700 0.01 0 0.0

SB 1 63 0 0 1607 0.00 0 0.0

0.0

0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

0.4 13.3% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 21

G-21

Westmont Shopping Center 16: Resdiential Access & West Alleyway/Site Allley

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development AM

EBT

EBR

WBL

WBT

NBL

NBR

0 0 Free 0% 0.92 0

9 9

7 7 0.92 8

18 18 Stop 0% 0.92 20

53 53

0.92 10

0 0 Free 0% 0.92 0

0.92 58

10

21

5

10 4.1

21 6.4

5 6.2

2.2 100 1610

3.5 98 991

3.3 95 1078

None

EB 1 10 0 10 1700 0.01 0 0.0 0.0

None

WB 1 8 8 0 1610 0.00 0 7.2 A 7.2

NB 1 78 20 58 1054 0.07 6 8.7 A 8.7 A 7.7 16.7% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 22

G-22

Westmont Shopping Center 17: Site Alley/Site Allley & Site Retail Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development AM

EBL

EBR

NBL

NBT

SBT

SBR

0 0 Stop 0% 0.92 0

3 3

1 1 0.92 1

53 53 Free 0% 0.92 58

0 0

0.92 3

7 7 Free 0% 0.92 8

None

None

68

58

58

68 6.4

58 6.2

58 4.1

3.5 100 936

3.3 100 1008

2.2 100 1546

EB 1 3 0 3 1008 0.00 0 8.6 A 8.6 A

NB 1 9 1 0 1546 0.00 0 0.8 A 0.8

SB 1 58 0 0 1700 0.03 0 0.0

0.92 0

0.0

0.5 13.3% 15

ICU Level of Service

Westmont Shopping Center Wells + Associates

A

Synchro 9 - Report Page 23

G-23

Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditions with Development PM

EBT 96 0.52 58.0 0.0 58.0 75 125 228

WBT 168 0.67 63.0 0.0 63.0 134 199 659

NBT 1024 0.42 5.3 0.0 5.3 85 m161 1088

SBT 1367 0.65 11.4 0.0 11.4 269 427 411

278 0 0 0 0.35

378 0 0 0 0.44

2443 0 0 0 0.42

2110 0 0 0 0.65

Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associtates

Synchro 9 - Report Page 1

G-24

Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions with Development PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

38 38 1900

41 41 1900 6.5 1.00 1.00 1.00 0.99 0.98 1568 0.67 1081 0.92 45 0 96

9 9 1900

18 18 1900

54 54 1900

5 5 1900

56 56 1900

0.92 59 0 0

0.92 5 0 0 16

0.92 37 0 0 14 1

0.92 61 0 0 14

1157 1157 1900 6.0 0.95 1.00 1.00 0.99 1.00 3503 0.82 2876 0.92 1258 2 1365

44 44 1900

0.92 20 0 0 17

903 903 1900 6.0 0.95 1.00 1.00 0.99 1.00 3511 0.95 3329 0.92 982 2 1022

34 34 1900

0.92 10 0 0 17

82 82 1900 6.5 1.00 0.99 1.00 0.95 0.99 1530 0.95 1467 0.92 89 0 168

0.92 41 0 0

5 Perm

5 NA 4

Perm

4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

5 NA 4

4

Perm

NA 2

Perm

2

NA 2

2

22.2 22.2 0.17 6.5 5.0 184

22.2 22.2 0.17 6.5 5.0 250

95.3 95.3 0.73 6.0 0.2 2440

95.3 95.3 0.73 6.0 0.2 2108

0.09 0.52 49.1 1.00 5.0 54.1 D 54.1 D

c0.11 0.67 50.5 1.00 9.0 59.4 E 59.4 E

0.31 0.42 6.7 0.67 0.4 4.8 A 4.8 A

c0.47 0.65 8.8 1.00 1.6 10.4 B 10.4 B

12.9 0.65 130.0 94.1% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associtates

0.92 48 0 0 16

B 12.5 F

Synchro 9 - Report Page 2

G-25

Westmont Shopping Center 2: S. Glebe Rd. & 9th Street S.

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8

18 18 Stop 0% 0.92 20 6 12.0 4.0 1

4 4

12 12

19 19

6 6

5 5

0.92 21

0.92 7

0.92 11

0.92 5

1143 1143 Free 0% 0.92 1242

37 37

0.92 13

909 909 Free 0% 0.92 988 2 12.0 4.0 0

10 10

0.92 4

12 12 Stop 0% 0.92 13 14 12.0 4.0 1

0.92 9

None

None

513

1168

0.89 1814

0.89 2305

0.83 649

0.89 1668

0.89 2320

0.80 514

0.83 1288

0.80 1013

805 7.5

1360 6.5

173 6.9

641 7.5

1377 6.5

0 6.9

942 4.1

521 4.1

3.5 96 211

4.0 84 126

3.3 99 694

3.5 95 267

4.0 89 123

3.3 98 859

2.2 99 599

2.2 99 825

EB 1 33 9 4 159 0.21 19 33.4 D 33.4 D

WB 1 47 13 21 263 0.18 16 21.7 C 21.7 C

NB 1 501 7 0 599 0.01 1 0.3 A 0.2

NB 2 505 0 11 1700 0.30 0 0.0

SB 1 626 5 0 825 0.01 0 0.2 A 0.1

SB 2 661 0 40 1700 0.39 0 0.0

1.0 46.9% 15

ICU Level of Service

Westmont Shopping Center Wells + Associtates

0.92 40

A

Synchro 9 - Report Page 3

G-26

Westmont Shopping Center 3: S. Highland St. & 9th Street S

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

4 4

12 12 Stop 0% 0.92 13 8 12.0 4.0 1

17 17

50 50

6 6

19 19

8 8

0.92 7

0.92 21

0.92 47

0.92 9

77 77 Free 1% 0.92 84 1 12.0 4.0 0

2 2

0.92 54

67 67 Free 0% 0.92 73 6 12.0 4.0 1

43 43

0.92 18

22 22 Stop 0% 0.92 24 13 12.0 4.0 1

0.92 4

None

0.92 2

None

544 270

286

99

285

264

110

94

133

270 7.1

286 6.5

99 6.2

285 7.1

264 6.5

110 6.2

94 4.1

133 4.1

3.5 99 634

4.0 98 600

3.3 98 946

3.5 91 616

4.0 96 618

3.3 99 932

2.2 99 1490

2.2 99 1436

EB 1 35 4 18 745 0.05 4 10.1 B 10.1 B

WB 1 85 54 7 634 0.13 12 11.6 B 11.6 B

NB 1 141 21 47 1490 0.01 1 1.2 A 1.2

SB 1 95 9 2 1436 0.01 0 0.8 A 0.8

4.4 29.9% 15

ICU Level of Service

Westmont Shopping Center Wells + Associtates

A

Synchro 9 - Report Page 4

G-27

Westmont Shopping Center 4: S. Monroe St. & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditions with Development PM

EBT 951 0.39 11.8 0.0 11.8 227 328 461

WBT 1160 0.53 2.6 0.6 3.2 52 m50 129

NBT 145 0.76 64.9 0.0 64.9 89 164 549

SBT 137 0.68 64.5 0.0 64.5 98 167 1096

2423 0 0 0 0.39

2190 598 0 0 0.73

236 0 0 0 0.61

256 0 0 0 0.54

Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associtates

Synchro 9 - Report Page 5

G-28

Westmont Shopping Center 4: S. Monroe St. & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions with Development PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

11 11 1900

797 797 1900 3% 6.5 0.95 0.98 1.00 0.99 1.00 3389 0.93 3162 0.92 866 4 947

67 67 1900

52 52 1900

11 11 1900

43 43 1900

16 16 1900

0.94 12 0 0 54 1 0

0.92 47 0 0 37

0.92 72 0 0 23

0.92 17 0 0 23

77 77 1900 0% 6.5 1.00 0.98 1.00 0.96 0.99 1525 0.93 1421 0.92 84 10 127

33 33 1900

0.94 55 0 0 57

24 24 1900 -1% 6.5 1.00 0.97 0.99 0.93 0.98 1650 0.72 1210 0.92 26 29 116

66 66 1900

0.92 73 0 0 57 6 0

1027 1027 1900 -1% 6.5 0.95 1.00 1.00 1.00 1.00 3437 0.83 2862 0.94 1093 0 1160

0

0

0

0

Perm

NA 8

0.92 12 0 0 54 0

0

Perm

NA 2

2

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0

13

Perm

NA 6

6

Perm

8

0 5 NA 4

4

99.5 99.5 0.77 6.5 0.2 2420

99.5 99.5 0.77 6.5 0.2 2190

17.5 17.5 0.13 6.5 2.0 162

17.5 17.5 0.13 6.5 2.0 191

0.30 0.39 5.1 2.03 0.4 10.8 B 10.8 B

c0.41 0.53 6.0 0.31 0.5 2.3 A 2.3 A

c0.10 0.72 53.9 1.00 11.9 65.8 E 65.8 E

0.09 0.66 53.4 1.00 6.5 60.0 E 60.0 E

12.8 0.56 130.0 88.3% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associtates

0.92 36 0 0 37 1 0

B 13.0 E

Synchro 9 - Report Page 6

G-29

Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

EBL 160 0.83 73.2 0.0 73.2 101 #213

EBT 821 0.71 22.4 0.1 22.4 155 166 178

193 0 0 0 0.83

1150 11 0 0 0.72

Future Conditions with Development PM

WBL 123 0.58 37.8 0.0 37.8 58 100 230 212 0 0 0 0.58

WBT 1037 0.91 51.1 0.0 51.1 328 #581 130

NBL 230 1.20 160.2 0.0 160.2 ~187 #363 270 192 0 0 0 1.20

1143 0 0 0 0.91

NBT 807 0.76 41.8 0.0 41.8 318 273 576 1082 0 0 0 0.75

SBL 126 0.56 35.0 0.0 35.0 55 m120 150 254 0 0 0 0.50

SBT 978 0.91 52.3 0.0 52.3 288 430 166 1143 0 0 0 0.86

SBR 125 0.26 20.8 0.0 20.8 25 m85 120 519 0 0 0 0.24

Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associtates

Synchro 9 - Report Page 7

G-30

Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions with Development PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

157 157 1900

641 641 1900 0% 7.0 0.95 0.98 1.00 0.97 1.00 3163 1.00 3163 0.98 654 17 804

164 164 1900

113 113 1900

874 874 1900 0% 7.0 0.95 0.99 1.00 0.99 1.00 3468 1.00 3468 0.92 950 5 1032

80 80 1900

212 212 1900

708 708 1900 1% 7.0 0.95 1.00 1.00 0.99 1.00 3481 1.00 3481 0.92 770 3 804

34 34 1900

120 120 1900

929 929 1900 0% 7.0 0.95 1.00 1.00 1.00 1.00 3539 1.00 3539 0.95 978 0 978

119 119 1900

NA 4

Perm

7.0 1.00 1.00 1.00 1.00 0.95 1770 0.09 160 0.98 160 0 160 56

pm+pt 5 2 56.5 56.5 0.43 7.0 3.0 192 c0.06 c0.30 0.83 29.1 1.54 24.1 68.9 E

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

5 NA 2

0.98 167 0 0 50 3 5

7.0 1.00 1.00 1.00 1.00 0.95 1765 0.22 406 0.92 123 0 123 50

pm+pt 1 6 48.7 48.7 0.37 7.0 2.0 214 0.03 0.19 0.57 28.6 1.12 2.1 34.1 C

46.6 46.6 0.36 7.0 0.2 1133 0.25 0.71 35.9 0.53 3.5 22.5 C 30.0 C 48.8 1.05 130.0 96.5% 15

0.92 87 0 0 56 2

NA 6 42.7 42.7 0.33 7.0 0.2 1139 c0.30 0.91 41.7 0.94 11.1 50.5 D 48.8 D

7.0 1.00 1.00 1.00 1.00 0.95 1761 0.10 187 0.92 230 0 230 31

pm+pt 3 8 49.6 49.6 0.38 7.0 2.0 192 c0.09 c0.36 1.20 33.1 1.13 127.1 164.6 F

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associtates

0.92 37 0 0 57 2

NA 8

7.0 1.00 1.00 1.00 1.00 0.95 1766 0.16 306 0.95 126 0 126 57

pm+pt 7 4 49.2 49.2 0.38 7.0 2.0 225 0.04 0.17 0.56 29.1 1.22 1.5 36.9 D

39.6 39.6 0.30 7.0 2.0 1060 0.23 0.76 40.9 0.90 2.7 39.6 D 67.3 E

39.4 39.4 0.30 7.0 2.0 1072 0.28 0.91 43.6 0.95 9.3 50.8 D 48.2 D

7.0 1.00 0.93 1.00 0.85 1.00 1478 1.00 1478 0.95 125 43 82 31 1

4 39.4 39.4 0.30 7.0 2.0 447 0.06 0.18 33.4 1.16 0.1 39.0 D

D 28.0 F

Synchro 9 - Report Page 8

G-31

Westmont Shopping Center 6: S. Highland St. & Service Road

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development PM

EBL

EBR

NBL

NBT

SBT

SBR

5 5 Stop 0% 0.92 5 55 12.0 4.0 5

14 14

14 14 0.92 15

133 133 Free 1% 0.92 145 2 12.0 4.0 0

11 11

0.92 15

124 124 Free 0% 0.92 135

None

None

0.92 12

184 373

206

212

373 6.4

206 6.2

212 4.1

3.5 99 591

3.3 98 796

2.2 99 1296

EB 1 20 5 15 733 0.03 2 10.1 B 10.1 B

NB 1 150 15 0 1296 0.01 1 0.9 A 0.9

SB 1 157 0 12 1700 0.09 0 0.0 0.0

1.0 28.2% 15

ICU Level of Service

Westmont Shopping Center Wells + Associtates

A

Synchro 9 - Report Page 9

G-32

Westmont Shopping Center 7: Columbia Pike & S. Highland St.

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditions with Development PM

EBT 852 0.39 2.2 0.0 2.2 49 43 438

WBT 1166 0.45 2.0 0.1 2.1 47 55 73

SBL 155 0.67 55.6 0.0 55.6 95 169 104

2211 0 0 0 0.39

2602 479 0 0 0.55

293 0 0 0 0.53

Intersection Summary

Westmont Shopping Center Wells + Associtates

Synchro 9 - Report Page 10

G-33

Westmont Shopping Center 7: Columbia Pike & S. Highland St.

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions with Development PM

EBL

EBT

WBT

WBR

SBL

SBR

36 36 1900

765 765 1900 -1% 6.5 0.95 1.00 1.00 1.00 1.00 3433 0.83 2860 0.94 814 0 852

991 991 1900 1% 6.5 0.95 0.99 1.00 0.99 1.00 3358 1.00 3358 0.92 1077 4 1162

82 82 1900

72 72 1900 1% 6.5 1.00 0.98 0.97 0.93 0.98 1607 0.98 1607 0.92 78 29 126 29

71 71 1900

0

16

13

0

0 5

Perm

NA 2

NA 6

100.5 100.5 0.77 6.5 0.2 2211

100.5 100.5 0.77 6.5 0.2 2595 c0.35

0.94 38 0 0 38

2

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

0.30 0.39 4.8 0.35 0.4 2.0 A 2.0 A

0.45 5.1 0.27 0.4 1.8 A 1.8 A 5.9 0.47 130.0 71.1% 15

0.92 89 0 0 38 4 0

0.92 77 0 0 16

Perm 4 16.5 16.5 0.13 6.5 2.0 203 c0.08 0.62 53.8 1.00 4.2 58.0 E 58.0 E HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associtates

A 13.0 C

Synchro 9 - Report Page 11

G-34

Westmont Shopping Center 8: S. Highland St. & Columbia Pike

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development PM

EBT

EBR

WBL

WBT

NBL

NBR

760 760 Free -4% 0.94 809

79 79

75 75 0.92 82

24 24 Stop 0% 0.92 26 36 12.0 4.0 3

57 57

0.94 84

1069 1069 Free 1% 0.92 1162

0.92 62

0.93 929

0.81 1632

0.93 482

767 4.1

916 6.8

285 6.9

2.2 89 758

3.5 86 191

3.3 90 640

None

None

153

EB 1 539 0 0 1700 0.32 0 0.0 0.0

472

EB 2 354 0 84 1700 0.21 0 0.0

WB 1 469 82 0 758 0.11 9 3.0 A 1.1

1.3 70.4% 15

WB 2 775 0 0 1700 0.46 0 0.0

NB 1 88 26 62 378 0.23 22 17.4 C 17.4 C

ICU Level of Service

Westmont Shopping Center Wells + Associtates

C

Synchro 9 - Report Page 12

G-35

Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

EBL 47 0.30 33.8 0.0 33.8 20 m50 205 157 0 0 0 0.30

Future Conditions with Development PM

EBT 841 0.72 31.5 0.0 31.5 198 278 392

WBL 342 0.90 53.2 0.0 53.2 188 #360

WBT 1129 0.61 22.1 0.0 22.1 337 410 330

1169 0 0 0 0.72

392 0 0 0 0.87

1851 0 0 0 0.61

NBL 88 0.54 40.8 0.0 40.8 49 88 160 165 0 0 0 0.53

NBT 370 0.57 38.2 0.0 38.2 247 349 397

NBR 180 0.25 15.4 0.0 15.4 69 109

SBL 79 0.35 44.8 0.0 44.8 54 104

673 0 0 0 0.55

738 0 0 0 0.24

100 234 0 0 0 0.34

SBT 705 0.83 55.1 0.0 55.1 292 367 380 897 0 0 0 0.79

Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Wells + Associtates

Synchro 9 - Report Page 13

G-36

Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Bus Blockages (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions with Development PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

43 43 1900

714 714 1900 -4% 6.5 0.95 0.99 1.00 0.99 1.00 3422 1.00 3422 0.92 776 0 841

60 60 1900

315 315 1900

57 57 1900

81 81 1900

73 73 1900

7.0 1.00 0.93 1.00 0.85 1.00 1448 1.00 1448 0.92 180 0 180 63

7.0 1.00 1.00 0.95 1.00 0.95 1677 0.51 896 0.92 79 0 79 63

568 568 1900 0% 7.0 0.95 0.99 1.00 0.98 1.00 3431 1.00 3431 0.92 617 0 705

81 81 1900

0.92 65 0 0 80

340 340 1900 0% 7.0 1.00 1.00 1.00 1.00 1.00 1863 1.00 1863 0.92 370 0 370

166 166 1900

7.0 1.00 1.00 1.00 1.00 0.95 1770 0.15 279 0.92 342 0 342 80

982 982 1900 0% 6.5 0.95 0.99 1.00 0.99 1.00 3378 1.00 3378 0.92 1067 0 1129

16 NA 2

0

0 pm+pt 3 8 45.3 45.3 0.35 6.5 2.0 164 0.03 0.16 0.54 31.7 1.00 1.7 33.4 C

0 4 NA pm+ov 8 1 8 45.3 65.1 45.3 65.1 0.35 0.50 7.0 7.0 2.0 2.0 649 803 c0.20 0.03 0.09 0.57 0.22 34.4 18.2 1.00 1.00 0.8 0.1 35.2 18.3 D B 30.2 C

0 Perm

HCM 2000 Level of Service

C

6.5 1.00 1.00 0.96 1.00 0.95 1729 0.25 459 0.92 47 0 47 87 0 Perm 2 44.4 44.4 0.34 6.5 0.2 156 0.10 0.30 31.4 0.83 4.7 30.7 C

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

44.4 44.4 0.34 6.5 0.2 1168 0.25 0.72 37.4 0.72 3.7 30.7 C 30.7 C 34.1 0.91 130.0 89.8% 15

0 pm+pt 1 6 71.2 71.2 0.55 7.0 2.0 379 c0.14 c0.36 0.90 28.3 1.00 23.5 51.7 D

13 NA 6

0.92 62 0 0 87 2 0

71.2 71.2 0.55 6.5 0.2 1850 0.33 0.61 20.0 1.00 1.5 21.5 C 28.5 C

Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associtates

6.5 1.00 1.00 1.00 1.00 0.95 1767 0.14 258 0.92 88 0 88 57

4 32.4 32.4 0.25 7.0 4.0 223 0.09 0.35 40.2 1.00 1.3 41.5 D

0 NA 4

0.92 88 0 0 57 4 0

32.4 32.4 0.25 7.0 4.0 855 c0.21 0.82 46.1 1.00 6.8 52.9 D 51.8 D

27.0 E

Synchro 9 - Report Page 14

G-37

Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S.

Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

Future Conditions with Development PM

EBT 32 0.17 17.1 0.0 17.1 6 22 83

WBT 37 0.19 16.9 0.0 16.9 7 24 813

NBT 969 0.37 5.2 0.0 5.2 58 177 630

SBT 1283 0.52 8.6 0.0 8.6 186 286 576

548 0 0 0 0.06

563 0 0 0 0.07

2646 0 0 0 0.37

2451 0 0 0 0.52

Intersection Summary

Westmont Shopping Center Wells + Associtates

Synchro 9 - Report Page 15

G-38

Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S.

Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Parking (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS

Future Conditions with Development PM

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

14 14 1900

2 2 1900 0% 7.0 1.00 0.97 0.99 0.94 0.98 1639 0.83 1395 0.92 2 14 18

14 14 1900

14 14 1900

17 17 1900

6 6 1900

18 18 1900

0.92 18 0 0 30 5

0.93 6 0 0 29

0.93 9 0 0 28 9

0.94 19 0 0 28

1156 1156 1900 -1% 5.5 0.95 1.00 1.00 1.00 1.00 3311 0.94 3098 0.94 1230 1 1282

32 32 1900

0.92 15 0 0 31

887 887 1900 0% 5.5 0.95 1.00 1.00 1.00 1.00 3530 0.95 3346 0.93 954 1 968

8 8 1900

0.92 15 0 0 31 5

4 4 1900 0% 7.0 1.00 0.97 0.99 0.93 0.98 1641 0.85 1429 0.92 4 16 21

0.92 15 0 0 30

Perm

NA 4

Perm

4

Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group

NA 8

8

Perm

NA 2

Perm

2

5 NA 6

6

6.1 6.1 0.09 7.0 2.0 130

6.1 6.1 0.09 7.0 2.0 134

46.4 46.4 0.71 5.5 0.2 2388

46.4 46.4 0.71 5.5 0.2 2211

0.01 0.14 27.0 1.00 0.2 27.2 C 27.2 C

c0.01 0.15 27.1 1.00 0.2 27.3 C 27.3 C

0.29 0.41 3.7 1.00 0.5 4.3 A 4.3 A

c0.41 0.58 4.5 1.50 0.6 7.4 A 7.4 A

6.7 0.53 65.0 67.9% 15

HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service

Westmont Shopping Center Wells + Associtates

0.94 34 0 0 29 10

A 12.5 C

Synchro 9 - Report Page 16

G-39

Westmont Shopping Center 11: S. Glebe Rd. & West Alleyway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

Future Conditions with Development PM

WBL

WBR

NBT

NBR

SBL

SBT

0 0 Stop 0% 0.92 0 28 12.0 4.0 2

23 23

903 903 Free 0% 0.92 982

54 54

0 0

0.92 59

0.92 0

1183 1183 Free 0% 0.92 1286

0.92 25

None

None

407

1274

0.87 1682

0.80 548

0.80 1069

676 6.8

0 6.9

571 4.1

3.5 100 331

3.3 97 842

2.2 100 775

WB 1 25 0 25 842 0.03 2 9.4 A 9.4 A

NB 1 655 0 0 1700 0.39 0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

NB 2 386 0 59 1700 0.23 0 0.0

0.0

SB 1 643 0 0 1700 0.38 0 0.0

SB 2 643 0 0 1700 0.38 0 0.0

0.0

0.1 36.8% 15

ICU Level of Service

Westmont Shopping Center Wells + Associtates

A

Synchro 9 - Report Page 17

G-40

Westmont Shopping Center 12: S. Glebe Rd. & West Site Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

Future Conditions with Development PM

WBL

WBR

NBT

NBR

SBL

SBT

0 0 Stop 0% 0.92 0 23 12.0 4.0 2

8 8

935 935 Free 0% 0.92 1016

10 10

9 9

0.92 11

0.92 10

1174 1174 Free 0% 0.92 1276 2 12.0 4.0 0

0.92 9

None

None

246 0.79 1702

0.79 538

0.79 1050

1364 6.8

0 6.9

541 4.1

3.5 100 107

3.3 99 842

2.2 99 796

WB 1 9 0 9 842 0.01 1 9.3 A 9.3 A

NB 1 677 0 0 1700 0.40 0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

NB 2 350 0 11 1700 0.21 0 0.0

0.0

0.1 43.1% 15

SB 1 10 10 0 796 0.01 1 9.6 A 0.1

SB 2 638 0 0 1700 0.38 0 0.0

SB 3 638 0 0 1700 0.38 0 0.0

ICU Level of Service

Westmont Shopping Center Wells + Associtates

A

Synchro 9 - Report Page 18

G-41

Westmont Shopping Center 13: Columbia Pike & South Site Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development PM

EBL

EBT

WBT

WBR

SBL

SBR

0 0

794 794 Free -1% 0.92 863

1068 1068 Free 0% 0.92 1161

0 0

0 0 Stop 0% 0.92 0 2 12.0 4.0 0

0 0 0.92 0

None

None

210

685

0.90 1163

0.84 1594

0.90 582

951 4.1

781 6.8

303 6.9

2.2 100 643

3.5 100 279

3.3 100 620

0.92 0

EB 1 288 0 0 643 0.00 0 0.0 0.0

EB 2 575 0 0 1700 0.34 0 0.0

WB 1 774 0 0 1700 0.46 0 0.0 0.0

0.0 32.9% 15

0.92 0

WB 2 387 0 0 1700 0.23 0 0.0

SB 1 0 0 0 1700 0.00 0 0.0 A 0.0 A

ICU Level of Service

Westmont Shopping Center Wells + Associtates

A

Synchro 9 - Report Page 19

G-42

Westmont Shopping Center 14: Columbia Pike & South Site Alleyway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development PM

EBL

EBT

WBT

WBR

SBL

SBR

10 10

784 784 Free -1% 0.92 852

1021 1021 Free 0% 0.92 1110

34 34

20 20 Stop 0% 0.92 22

57 57 0.92 62

None

None

377

518

0.89 1147

0.86 1576

0.89 574

912 4.1

748 6.8

265 6.9

2.2 98 659

3.5 93 293

3.3 90 650

0.92 11

EB 1 295 11 0 659 0.02 1 0.6 A 0.2

EB 2 568 0 0 1700 0.33 0 0.0

WB 1 740 0 0 1700 0.44 0 0.0 0.0

0.6 40.6% 15

0.92 37

WB 2 407 0 37 1700 0.24 0 0.0

SB 1 84 22 62 493 0.17 15 13.8 B 13.8 B

ICU Level of Service

Westmont Shopping Center Wells + Associtates

A

Synchro 9 - Report Page 20

G-43

Westmont Shopping Center 15: South Site Alleyway/Site Alley & Back Driveway

Future Conditions with Development PM

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h)

WBL

WBR

NBT

NBR

SBL

SBT

11 11 Stop 0% 0.92 12

14 14

36 36 Free 0% 0.92 39

8 8

11 11

0.92 9

0.92 12

49 49 Free 0% 0.92 53

Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

0.92 15

None

None

120

44

48

120 6.4

44 6.2

48 4.1

3.5 99 868

3.3 99 1027

2.2 99 1559

WB 1 27 12 15 950 0.03 2 8.9 A 8.9 A

NB 1 48 0 9 1700 0.03 0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

0.0

SB 1 65 12 0 1559 0.01 1 1.4 A 1.4

2.4 19.9% 15

ICU Level of Service

Westmont Shopping Center Wells + Associtates

A

Synchro 9 - Report Page 21

G-44

Westmont Shopping Center 16: Residential Access & West Alleyway/West Alley

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development PM

EBT

EBR

WBL

WBT

NBL

NBR

0 0 Free 0% 0.92 0

39 39

32 32 0.92 35

10 10 Stop 0% 0.92 11

28 28

0.92 42

3 3 Free 0% 0.92 3

0.92 30

42

94

21

42 4.1

94 6.4

21 6.2

2.2 98 1567

3.5 99 885

3.3 97 1056

None

EB 1 42 0 42 1700 0.02 0 0.0 0.0

None

WB 1 38 35 0 1567 0.02 2 6.8 A 6.8

NB 1 41 11 30 1004 0.04 3 8.7 A 8.7 A 5.1 18.6% 15

ICU Level of Service

Westmont Shopping Center Wells + Associtates

A

Synchro 9 - Report Page 22

G-45

Westmont Shopping Center 17: Site Alley/West Alley & Retail Site Driveway

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

Future Conditions with Development PM

EBL

EBR

NBL

NBT

SBT

SBR

0 0 Stop 0% 0.92 0

26 26

12 12 0.92 13

28 28 Free 0% 0.92 30

0 0

0.92 28

28 28 Free 0% 0.92 30

None

None

86

30

30

86 6.4

30 6.2

30 4.1

3.5 100 908

3.3 97 1044

2.2 99 1583

EB 1 28 0 28 1044 0.03 2 8.5 A 8.5 A

NB 1 43 13 0 1583 0.01 1 2.2 A 2.2

SB 1 30 0 0 1700 0.02 0 0.0

0.92 0

0.0

3.3 18.8% 15

ICU Level of Service

Westmont Shopping Center Wells + Associtates

A

Synchro 9 - Report Page 23

G-46