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SCOPE OF WORK MEETING FORM Westmont Shopping Center

Traffic Impact Analysis Base Assumptions

Contact Information

Consultant Name: Tele: E-mail:

Mike Pinkoske, PTP 703.676.3609 [email protected]

Developer/Owner Name: Tele: E-mail:

Stacy C. Hornstein Republic Properties Corp. 301.385.8041 [email protected]

Project Information

Project Name: Westmont Shopping Center

Project Location:

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 #25-012-001.

Project Description:

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 Mixed Use X Other

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

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).

A-1

Traffic Impact Analysis Assumptions

Study Period Existing Year: 2017 Build-out Year: 2020 Design Year: N/A

Study Area Boundaries (Attach map)

See Figure 2

North: 7th Street S. South: 12th Street S.

East: S. Walter Reed Drive West: S. Monroe Street

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 %

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

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 __%

Annual Vehicle Trip Growth Rate: See Table 3

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)

AM PM

Study Intersections See Figure 2

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

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

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**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.

Internal allowance: Yes X No Reduction:

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

Trip Adjustment Factors

X Synchro 9.1 HCS (v.2000/+) aaSIDRA CORSIM Other

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.

Software Methodology

Synchro version 9.1 software will be used for intersection analysis.

Improvement(s) Assumed

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

Background Traffic Studies Considered

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

Plan Submission Master Development Plan (MDP) X Form Based Code Use Permit Preliminary/Sketch Plan

Additional Issues to be Addressed

X Queuing analysis Actuation/Coordination Weaving analysis Merge analysis X Bike/Ped Accommodations X Intersection(LOS) X TDM Measures

Site Forecast Assumptions

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.

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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: DATE: _ 10/18/2017 _______ Applicant or Consultant

PRINT NAME: ___Michael Pinkoske, PTP___ Applicant or Consultant

SIGNED: ______________________________ DATE: ______________ Local Government Representative

PRINT NAME: _____________________________ Local Government Representative

A-4

Chap

ter 870 Compliance Trip Gen

eration Analysis 1

INOUT

TOTA

LIN

OUT

TOTA

L

820

44,047

SF59

36

95

166

180

346

3,985

Total Existing Trips

59

36

95

166

180

346

3,985

Residen

tial

220

245

DU

25

99

124

99

53

152

1,608

820

24,140

SF14

9

23

43

47

90

2,696

Total P

roposed Trips

39

108

147

142

100

242

4,304

59

36

95

166

180

346

3,985

39

108

147

142

100

242

4,304

(20)

72

52

(24)

(80)

(104)

319

Notes:

Summary

Proposed Conditions

Existing Conditions

Retail

Total Existing Trips

Retail

Total Proposed Trips

Difference

1. Trips generated

using Institute of Tran

sportation Enginee

rs (ITE) Trip Gen

eration M

anual, 9

th Edition.

Table 1

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ter

Land Use

ITE Code

Size

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AM Peak Hour

PM Peak Hour

Weekd

ay ADT

A-6

TIA Trip Gen

eration Analysis 1

INOUT

TOTA

LIN

OUT

TOTA

L

220

245

DU

25

99

124

99

53

152

1,608

30%

(8)

(30)

(37)

(30)

(16)

(46)

(482)

17

69

87

69

37

106

1,126

820

24,140

SF14

9

23

43

47

90

2,696

20%

(3)

(2)

(5)

(9)

(9)

(18)

(539)

11

7

18

34

38

72

2,157

34%

(4)

(2)

(6)

(12)

(13)

(24)

(733)

7

5

12

22

25

48

1,424

39

108

147

142

100

242

4,304

(11)

(32)

(42)

(39)

(25)

(64)

(1,021)

(4)

(2)

(6)

(12)

(13)

(24)

(733)

24

74

99

91

62

154

2,550

Notes:

Proposed Conditions

Summary

Residen

tial

Non‐Auto

2

Table 2

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opping Cen

ter

Land Use

ITE Code

Size

Units

AM Peak Hour

PM Peak Hour

Weekd

ay ADT

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3. Pass‐by percentage based

on ITE's Trip Gen

eration Han

dbook , 9th Edition.

Retail

Total Trips without Adjustmen

ts

Residential with Adjustments

Subtotal

Non‐Auto

2

Retail with Adjustments

Total Trips with Adjustments

1. Trips generated

using Institute of Tran

sportation Enginee

rs (ITE) Trip Gen

eration M

anual, 9

th Edition.

Pass‐by Red

uction3

Total N

on‐Auto

Total Pass‐by Red

uction

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Westmont Shopping Center August 13, 2018

APPENDIX B MULTIMODAL INFORMATION

B08101 MEANS OF TRANSPORTATION TO WORK BY AGEUniverse: Workers 16 years and over2012-2016 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 Surveywebsite 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 CommunitySurvey 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 PopulationEstimates Program that produces and disseminates the official estimates of the population for the nation, states, counties, cities and towns andestimates of housing units for states and counties.

Census Tract 1023.02, ArlingtonCounty, Virginia

Census Tract 1025, ArlingtonCounty, Virginia

Census Tract1026, ArlingtonCounty, Virginia

Estimate Margin of Error Estimate Margin of Error EstimateTotal: 2,340 +/-241 3,956 +/-324 1,815 16 to 19 years 15 +/-25 0 +/-17 41 20 to 24 years 141 +/-77 412 +/-169 57 25 to 44 years 1,252 +/-190 2,448 +/-353 945 45 to 54 years 567 +/-153 538 +/-146 422 55 to 59 years 167 +/-85 262 +/-119 129 60 to 64 years 134 +/-81 137 +/-68 153 65 years and over 64 +/-42 159 +/-85 68 Car, truck, or van - drove alone: 1,377 +/-189 2,506 +/-268 1,270 16 to 19 years 0 +/-12 0 +/-17 12 20 to 24 years 98 +/-65 273 +/-157 38 25 to 44 years 801 +/-188 1,509 +/-234 635 45 to 54 years 287 +/-80 328 +/-124 328 55 to 59 years 70 +/-37 203 +/-92 95 60 to 64 years 84 +/-69 92 +/-61 106 65 years and over 37 +/-33 101 +/-82 56 Car, truck, or van - carpooled: 99 +/-73 281 +/-128 141 16 to 19 years 0 +/-12 0 +/-17 18 20 to 24 years 0 +/-12 0 +/-17 0 25 to 44 years 99 +/-73 199 +/-135 61 45 to 54 years 0 +/-12 48 +/-40 34 55 to 59 years 0 +/-12 0 +/-17 7 60 to 64 years 0 +/-12 34 +/-32 21 65 years and over 0 +/-12 0 +/-17 0 Public transportation (excluding taxicab): 565 +/-209 892 +/-253 235 16 to 19 years 0 +/-12 0 +/-17 11 20 to 24 years 14 +/-21 139 +/-94 0 25 to 44 years 273 +/-112 560 +/-249 155 45 to 54 years 184 +/-121 116 +/-82 32 55 to 59 years 85 +/-85 35 +/-31 19 60 to 64 years 0 +/-12 11 +/-22 6

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Estimate Margin of Error Estimate Margin of Error Estimate 65 years and over 9 +/-16 31 +/-41 12 Walked: 59 +/-43 43 +/-45 19 16 to 19 years 0 +/-12 0 +/-17 0 20 to 24 years 7 +/-10 0 +/-17 19 25 to 44 years 16 +/-19 0 +/-17 0 45 to 54 years 19 +/-22 19 +/-21 0 55 to 59 years 0 +/-12 24 +/-39 0 60 to 64 years 17 +/-18 0 +/-17 0 65 years and over 0 +/-12 0 +/-17 0 Taxicab, motorcycle, bicycle, or other means: 68 +/-40 102 +/-87 71 16 to 19 years 15 +/-25 0 +/-17 0 20 to 24 years 0 +/-12 0 +/-17 0 25 to 44 years 32 +/-29 102 +/-87 61 45 to 54 years 9 +/-16 0 +/-17 10 55 to 59 years 12 +/-18 0 +/-17 0 60 to 64 years 0 +/-12 0 +/-17 0 65 years and over 0 +/-12 0 +/-17 0 Worked at home: 172 +/-62 132 +/-108 79 16 to 19 years 0 +/-12 0 +/-17 0 20 to 24 years 22 +/-28 0 +/-17 0 25 to 44 years 31 +/-24 78 +/-78 33 45 to 54 years 68 +/-37 27 +/-39 18 55 to 59 years 0 +/-12 0 +/-17 8 60 to 64 years 33 +/-31 0 +/-17 20 65 years and over 18 +/-21 27 +/-41 0

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Margin of Error Estimate Margin of Error Estimate Margin of ErrorTotal: +/-236 2,530 +/-247 3,982 +/-531 16 to 19 years +/-50 56 +/-52 87 +/-79 20 to 24 years +/-44 107 +/-107 220 +/-128 25 to 44 years +/-187 1,599 +/-251 2,578 +/-472 45 to 54 years +/-111 443 +/-135 542 +/-191 55 to 59 years +/-57 135 +/-48 256 +/-160 60 to 64 years +/-93 123 +/-70 148 +/-97 65 years and over +/-39 67 +/-47 151 +/-98 Car, truck, or van - drove alone: +/-209 1,459 +/-224 2,290 +/-391 16 to 19 years +/-19 33 +/-38 70 +/-71 20 to 24 years +/-37 49 +/-55 104 +/-68 25 to 44 years +/-150 966 +/-200 1,448 +/-284 45 to 54 years +/-108 208 +/-91 309 +/-164 55 to 59 years +/-52 84 +/-44 167 +/-114 60 to 64 years +/-91 65 +/-50 137 +/-99 65 years and over +/-32 54 +/-43 55 +/-51 Car, truck, or van - carpooled: +/-86 38 +/-38 350 +/-151 16 to 19 years +/-32 0 +/-12 0 +/-17 20 to 24 years +/-12 6 +/-12 0 +/-17 25 to 44 years +/-53 24 +/-24 267 +/-135 45 to 54 years +/-26 8 +/-14 33 +/-38 55 to 59 years +/-11 0 +/-12 0 +/-17 60 to 64 years +/-19 0 +/-12 0 +/-17 65 years and over +/-12 0 +/-12 50 +/-67 Public transportation (excluding taxicab): +/-92 837 +/-169 711 +/-248 16 to 19 years +/-17 23 +/-37 17 +/-29 20 to 24 years +/-12 47 +/-50 47 +/-45 25 to 44 years +/-79 474 +/-144 520 +/-222 45 to 54 years +/-23 219 +/-98 64 +/-50 55 to 59 years +/-18 32 +/-36 34 +/-39 60 to 64 years +/-9 42 +/-46 1 +/-4 65 years and over +/-19 0 +/-12 28 +/-43 Walked: +/-28 100 +/-77 31 +/-47 16 to 19 years +/-12 0 +/-12 0 +/-17 20 to 24 years +/-28 0 +/-12 0 +/-17 25 to 44 years +/-12 68 +/-61 0 +/-17 45 to 54 years +/-12 0 +/-12 0 +/-17 55 to 59 years +/-12 8 +/-11 31 +/-47 60 to 64 years +/-12 16 +/-21 0 +/-17 65 years and over +/-12 8 +/-14 0 +/-17 Taxicab, motorcycle, bicycle, or other means: +/-50 34 +/-40 153 +/-113 16 to 19 years +/-12 0 +/-12 0 +/-17 20 to 24 years +/-12 0 +/-12 61 +/-91 25 to 44 years +/-47 23 +/-35 92 +/-70 45 to 54 years +/-15 0 +/-12 0 +/-17 55 to 59 years +/-12 11 +/-17 0 +/-17 60 to 64 years +/-12 0 +/-12 0 +/-17 65 years and over +/-12 0 +/-12 0 +/-17 Worked at home: +/-53 62 +/-61 447 +/-206 16 to 19 years +/-12 0 +/-12 0 +/-17 20 to 24 years +/-12 5 +/-11 8 +/-21 25 to 44 years +/-36 44 +/-52 251 +/-150 45 to 54 years +/-22 8 +/-13 136 +/-125 55 to 59 years +/-11 0 +/-12 24 +/-37 60 to 64 years +/-33 0 +/-12 10 +/-15 65 years and over +/-12 5 +/-10 18 +/-21

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Data are based on a sample and are subject to sampling variability. The degree of uncertainty for an estimate arising from sampling variability isrepresented 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 interpretedroughly as providing a 90 percent probability that the interval defined by the estimate minus the margin of error and the estimate plus the margin oferror (the lower and upper confidence bounds) contains the true value. In addition to sampling variability, the ACS estimates are subject tononsampling error (for a discussion of nonsampling variability, see Accuracy of the Data). The effect of nonsampling error is not represented in thesetables.

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 inACS 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. Asa 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 tocompute 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 anestimate, 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 anopen-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. Astatistical 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 ofsample cases is too small. 8. An '(X)' means that the estimate is not applicable or not available.

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LYONVILLAGE

LYONPARK

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ARLINGTON HEIGHTS

ALCOVAHEIGHTS

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Schematic map — not to scale

N. Glebe Rd.

S. Glebe Rd.

Effective July 6, 2015

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.

Transfers Using SmarTrip Card*

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.

Cash Fare w/ ART to Metrorail ART to ART or ARTFare SmarTrip Card or Metrorail to ART to/from Metrobus

$2.00 $2.00 50¢ discount Free



$1.00

ART 41 FARES Adults

Senior Citizens (ages 65+)

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

K-12 Students (w/school ID)

*TRANSFERS MUST BE MADE WITHIN 2 HOURS.

Transbordos usando tarjeta SmarTrip*

TARIFAS ART 41 Adultos

Adultos mayores (65 años a más)

Personas con discapacidad (con identificación WMATA o tarjeta Medicare)

Estudiantes jardín a 12 grado (con ID estudiante)

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.

Tarifa Tarifa con ART a Metrorail ART a ART o ARTRegular SmarTrip o Metrorail a ART a/desde Metrobus

$2.00 $2.00 50¢ de descuento gratis



$1.00

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).

*TRANSBORDOS DEBEN HACERSE DENTRO DE DOS HORAS.

B-6

*5:30 5:37 5:45 5:54*5:50 5:57 6:05 6:14*6:10 6:17 6:25 6:34*6:30 6:37 6:45 6:54

6:40 6:49 6:58 7:097:00 7:07 7:15 7:247:15 7:22 7:30 7:39

*7:30 7:37 7:45 7:547:40 7:49 7:58 8:097:55 8:04 8:13 8:248:10 8:19 8:28 8:398:25 8:34 8:43 8:548:40 8:49 8:58 9:098:55 9:04 9:13 9:249:10 9:19 9:28 9:399:25 9:34 9:43 9:549:40 9:49 9:58 10:099:55 10:04 10:13 10:24

10:10 10:19 10:28 10:3910:25 10:34 10:43 10:5410:40 10:49 10:58 11:0910:55 11:04 11:13 11:2411:10 11:19 11:28 11:3911:25 11:34 11:43 11:5411:40 11:49 11:58 12:0911:55 12:04 12:13 12:2412:10 12:19 12:28 12:3912:25 12:34 12:43 12:5412:40 12:49 12:58 1:0912:55 1:04 1:13 1:24

1:10 1:19 1:28 1:391:25 1:34 1:43 1:541:40 1:49 1:58 2:091:55 2:04 2:13 2:242:10 2:19 2:28 2:392:25 2:34 2:43 2:542:40 2:49 2:58 3:092:55 3:04 3:13 3:243:10 3:19 3:28 3:393:25 3:34 3:43 3:543:40 3:49 3:58 4:093:55 4:04 4:13 4:244:10 4:19 4:28 4:394:25 4:34 4:43 4:544:40 4:49 4:58 5:094:55 5:04 5:13 5:245:10 5:19 5:28 5:395:25 5:34 5:43 5:545:40 5:49 5:58 6:095:55 6:04 6:13 6:246:10 6:19 6:28 6:396:25 6:34 6:43 6:546:40 6:49 6:58 7:096:55 7:02 7:10 7:197:10 7:17 7:25 7:347:25 7:32 7:40 7:497:52 7:59 8:07 8:168:16 8:23 8:31 8:408:38 8:45 8:53 9:029:01 9:08 9:16 9:259:24 9:31 9:39 9:489:47 9:54 10:02 10:11

10:10 10:17 10:25 10:3410:33 10:40 10:48 10:5710:56 11:03 11:11 11:2011:19 11:26 11:34 11:4311:42 11:49 11:57 12:0612:05 12:12 12:20 12:29

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Monday–Friday Northbound

Lunes–Viernes Dirección Norte

ART 41

5:56 6:08 6:18 6:346:16 6:28 6:38 6:546:36 6:48 6:58 7:146:56 7:08 7:18 7:347:11 7:23 7:33 7:497:26 7:38 7:48 8:047:41 7:53 8:03 8:197:56 8:08 8:18 8:348:11 8:23 8:33 8:498:26 8:38 8:48 9:048:41 8:53 9:03 9:199:00 9:12 9:22 9:389:15 9:27 9:37 9:539:30 9:42 9:52 10:089:45 9:57 10:07 10:23

10:00 10:12 10:22 10:3810:15 10:27 10:37 10:5310:30 10:42 10:52 11:0810:45 10:57 11:07 11:2311:00 11:12 11:22 11:3811:15 11:27 11:37 11:5311:31 11:43 11:53 12:0911:45 11:57 12:07 12:2312:00 12:12 12:22 12:3812:15 12:27 12:37 12:5312:30 12:42 12:52 1:0812:45 12:57 1:07 1:231:00 1:12 1:22 1:381:15 1:27 1:37 1:531:30 1:42 1:52 2:081:45 1:57 2:07 2:232:00 2:12 2:22 2:382:15 2:27 2:37 2:532:30 2:42 2:52 3:082:45 2:57 3:07 3:233:00 3:12 3:22 3:383:13 3:25 3:37 3:533:28 3:40 3:52 4:083:43 3:55 4:07 4:233:58 4:10 4:22 4:384:13 4:25 4:37 4:534:28 4:40 4:52 5:084:43 4:55 5:07 5:234:58 5:10 5:22 5:385:13 5:25 5:37 5:535:28 5:40 5:52 6:085:43 5:55 6:07 6:235:58 6:10 6:22 6:386:13 6:25 6:37 6:536:28 6:40 6:52 7:086:43 6:55 7:07 7:236:58 7:10 7:22 7:387:11 7:23 7:35 7:517:23 7:33 7:45 7:597:38 7:48 8:00 8:147:54 8:04 8:16 8:308:21 8:31 8:43 8:578:45 8:55 9:07 9:219:07 9:17 9:29 9:439:30 9:40 9:52 10:069:53 10:03 10:15 10:29

10:16 10:26 10:38 10:5210:39 10:49 11:01 11:1511:02 11:12 11:24 11:3811:25 11:35 11:47 12:0111:48 11:58 12:10 12:2412:11 12:21 12:33 12:4712:34 12:44 12:56 1:10

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keMonday–Friday Southbound

Lunes–Viernes Dirección Sur

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



B-7

w

*6:10 6:17 6:25 6:34*6:30 6:37 6:45 6:54*6:50 6:57 7:05 7:14*7:10 7:17 7:25 7:34

7:25 7:34 7:43 7:547:45 7:52 8:00 8:098:05 8:12 8:20 8:298:25 8:34 8:43 8:548:45 8:54 9:03 9:149:00 9:09 9:18 9:299:20 9:29 9:38 9:499:40 9:49 9:58 10:09

10:00 10:09 10:18 10:2910:20 10:29 10:38 10:4910:35 10:44 10:53 11:04

*10:50 10:59 11:08 11:1911:05 11:14 11:23 11:3411:20 11:29 11:38 11:4911:40 11:49 11:58 12:0911:55 12:04 12:13 12:2412:10 12:19 12:28 12:3912:25 12:34 12:43 12:5412:40 12:49 12:58 1:09

1:00 1:09 1:18 1:291:15 1:24 1:33 1:441:30 1:39 1:48 1:591:45 1:54 2:03 2:142:00 2:09 2:18 2:292:20 2:29 2:38 2:492:35 2:44 2:53 3:042:50 2:59 3:08 3:193:05 3:14 3:23 3:343:20 3:29 3:38 3:493:40 3:49 3:58 4:093:55 4:04 4:13 4:244:10 4:19 4:28 4:394:25 4:34 4:43 4:544:40 4:49 4:58 5:095:00 5:09 5:18 5:295:17 5:26 5:35 5:465:32 5:41 5:50 6:015:47 5:56 6:05 6:166:02 6:11 6:20 6:316:22 6:31 6:40 6:516:39 6:48 6:57 7:086:54 7:03 7:12 7:237:09 7:18 7:27 7:387:24 7:33 7:42 7:537:44 7:53 8:02 8:138:01 8:10 8:19 8:308:26 8:33 8:41 8:508:46 8:53 9:01 9:109:06 9:13 9:21 9:309:26 9:33 9:41 9:509:58 10:05 10:13 10:22

10:20 10:27 10:35 10:4410:44 10:51 10:59 11:0811:11 11:18 11:26 11:3511:34 11:41 11:49 11:5811:58 12:05 12:13 12:2212:25 12:32 12:40 12:4912:48 12:55 1:03 1:12

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Saturday Northbound

Sábado Dirección Norte

ART 41

6:39 6:53 7:03 7:196:59 7:13 7:23 7:397:19 7:33 7:43 7:597:39 7:53 8:03 8:197:59 8:13 8:23 8:398:14 8:28 8:38 8:548:34 8:48 8:58 9:148:59 9:13 9:23 9:399:19 9:33 9:43 9:599:34 9:48 9:58 10:149:55 10:09 10:19 10:35

10:15 10:29 10:39 10:5510:35 10:49 10:59 11:1510:55 11:09 11:19 11:3511:10 11:24 11:34 11:5011:25 11:39 11:49 12:0511:40 11:54 12:04 12:2011:55 12:09 12:19 12:3512:15 12:29 12:39 12:5512:30 12:44 12:54 1:1012:45 12:59 1:09 1:251:00 1:14 1:24 1:401:15 1:29 1:39 1:551:35 1:49 1:59 2:151:50 2:04 2:14 2:302:05 2:19 2:29 2:452:20 2:34 2:44 3:002:35 2:49 2:59 3:152:55 3:09 3:19 3:353:10 3:24 3:34 3:503:25 3:39 3:49 4:053:40 3:54 4:04 4:203:55 4:09 4:19 4:354:15 4:29 4:39 4:554:28 4:42 4:56 5:124:43 4:57 5:11 5:274:58 5:12 5:26 5:425:13 5:27 5:41 5:575:33 5:47 6:01 6:175:50 6:04 6:18 6:346:05 6:19 6:33 6:496:20 6:34 6:48 7:046:35 6:49 7:03 7:196:55 7:09 7:23 7:397:12 7:26 7:40 7:567:27 7:41 7:55 8:117:42 7:56 8:10 8:267:57 8:11 8:25 8:418:17 8:31 8:45 9:018:37 8:51 9:05 9:218:54 9:06 9:20 9:349:14 9:26 9:40 9:549:35 9:47 10:01 10:159:59 10:11 10:25 10:39

10:26 10:38 10:52 11:0610:49 11:01 11:15 11:2911:13 11:25 11:39 11:5311:40 11:52 12:06 12:2012:03 12:15 12:29 12:4312:27 12:39 12:53 1:0712:54 1:06 1:20 1:341:17 1:29 1:43 1:57

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Saturday Southbound

Sábado Dirección Sur

ART 41


*Este horario empieza 5 minutos antes en Columbia Pike y Greenbrier





B-8

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.

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.

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

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

*6:55 7:02 7:10 7:19*7:15 7:22 7:30 7:39*7:35 7:42 7:50 7:59*7:55 8:02 8:10 8:19

8:05 8:14 8:23 8:348:25 8:32 8:40 8:498:40 8:47 8:55 9:049:05 9:14 9:23 9:349:20 9:29 9:38 9:499:35 9:44 9:53 10:049:50 9:59 10:08 10:19

*10:05 10:14 10:23 10:3410:20 10:29 10:38 10:4910:35 10:44 10:53 11:0410:50 10:59 11:08 11:1911:05 11:14 11:23 11:3411:20 11:29 11:38 11:4911:35 11:44 11:53 12:0411:50 11:59 12:08 12:1912:05 12:14 12:23 12:3412:20 12:29 12:38 12:4912:35 12:44 12:53 1:0412:50 12:59 1:08 1:19

1:05 1:14 1:23 1:341:20 1:29 1:38 1:491:35 1:44 1:53 2:041:50 1:59 2:08 2:192:05 2:14 2:23 2:342:20 2:29 2:38 2:492:35 2:44 2:53 3:042:50 2:59 3:08 3:193:05 3:14 3:23 3:343:20 3:29 3:38 3:493:35 3:44 3:53 4:043:50 3:59 4:08 4:194:05 4:14 4:23 4:344:20 4:29 4:38 4:494:35 4:44 4:53 5:044:50 4:59 5:08 5:195:05 5:14 5:23 5:345:20 5:29 5:38 5:495:35 5:44 5:53 6:045:50 5:59 6:08 6:196:05 6:14 6:23 6:346:20 6:29 6:38 6:496:35 6:44 6:53 7:046:50 6:59 7:08 7:197:05 7:14 7:23 7:347:20 7:29 7:38 7:497:50 7:59 8:08 8:198:20 8:27 8:35 8:448:41 8:48 8:56 9:059:05 9:12 9:20 9:29

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Sunday Northbound

Domingo Dirección Norte

ART 41

7:21 7:33 7:43 7:597:41 7:53 8:03 8:198:01 8:13 8:23 8:398:21 8:33 8:43 8:598:36 8:48 8:58 9:148:51 9:03 9:13 9:299:06 9:18 9:28 9:449:36 9:48 9:58 10:149:51 10:03 10:13 10:29

10:06 10:18 10:28 10:4410:25 10:37 10:47 11:0310:40 10:52 11:02 11:1810:55 11:07 11:17 11:3311:10 11:22 11:32 11:4811:25 11:37 11:47 12:0311:40 11:52 12:02 12:1811:55 12:07 12:17 12:3312:10 12:22 12:32 12:4812:25 12:37 12:47 1:0312:40 12:52 1:02 1:1812:56 1:08 1:18 1:341:10 1:22 1:32 1:481:25 1:37 1:47 2:031:40 1:52 2:02 2:181:55 2:07 2:17 2:332:10 2:22 2:32 2:482:25 2:37 2:47 3:032:40 2:52 3:02 3:182:55 3:07 3:17 3:333:10 3:22 3:32 3:483:25 3:37 3:47 4:033:40 3:52 4:02 4:183:55 4:07 4:17 4:334:10 4:22 4:32 4:484:25 4:37 4:47 5:034:38 4:50 5:02 5:184:53 5:05 5:17 5:335:08 5:20 5:32 5:485:23 5:35 5:47 6:035:38 5:50 6:02 6:185:53 6:05 6:17 6:336:08 6:20 6:32 6:486:23 6:35 6:47 7:036:38 6:50 7:02 7:186:53 7:05 7:17 7:337:08 7:20 7:32 7:487:23 7:35 7:47 8:037:38 7:50 8:02 8:187:59 8:11 8:23 8:398:23 8:35 8:47 9:038:46 8:56 9:08 9:229:18 9:28 9:40 9:549:34 9:44 9:56 10:10

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SundaySouthbound

Domingo Dirección Sur

ART 41





B-9

DHS/Sequoia – Rosslyn

Columbia Pike –

ART 45 Effective December 18, 2016








$1.00

ART 45 FARES Adults














$1.00


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).

*TRANSBORDOS DEBEN HACERSE DENTRO DE DOS HORAS.

Arlington Blvd

Arlington Blvd

S Glebe RdN Glebe Rd

ROSSLYN

GEORGETOWN

Courthouse

Rosslyn

Army NavyCountry Club

ArlingtonNational

Cemetery

Walter ReedCommunity Center

Columbia PikeLibrary

Arlington Cinema& Drafthouse

Arlington DHS

SaturdayFarmer’sMarket

SundayFarmer’s

Market

Courthouse Plaza

Iwo JimaU.S. Marine CorpsWar Memorial

Potomac River

395

6666

N B

arto

n S

t

N M

oore

St

Wils

on B

lvd

Claren

don

Blvd

Washington Blvd

S Four Mile Run

Cou

rtho

use

Rd

S G

eorg

e M

ason

Dr

S D

inw

iddi

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t

Columbia Pike

S Greenbrier St

N Pershing Dr

Columbia Pike

8th Rd S

19th St N

Wilson BlvdN N

ash

St

29

Capital Bikeshare Station

21

3

4

NORTH

Map is not to scale

B-10

*5:40 5:51 5:59 6:23 *6:05 6:16 6:24 6:48 *6:30 6:41 6:49 7:13 *6:55 7:06 7:14 7:38

7:20 7:31 7:39 8:03 7:45 7:56 8:04 8:28 8:10 8:21 8:29 8:53 8:35 8:46 8:54 9:18 9:00 9:09 9:16 9:35 9:30 9:39 9:46 10:05

10:00 10:09 10:16 10:35 10:30 10:39 10:46 11:05 11:00 11:09 11:16 11:35 11:30 11:39 11:46 12:05 12:00 12:09 12:16 12:35 12:30 12:39 12:46 1:05 1:00 1:09 1:16 1:35 1:30 1:39 1:46 2:05 2:00 2:09 2:16 2:35 2:30 2:39 2:46 3:05 3:00 3:09 3:16 3:35 3:30 3:39 3:46 4:05 3:55 4:04 4:11 4:30 4:15 4:25 4:32 4:53 4:40 4:50 4:57 5:18 5:05 5:15 5:22 5:43 5:30 5:40 5:47 6:08 5:55 6:05 6:12 6:33 6:20 6:30 6:37 6:58 6:45 6:55 7:02 7:23 7:10 7:19 7:26 7:45 7:40 7:49 7:56 8:15 8:10 8:19 8:26 8:45 8:40 8:49 8:56 9:15 9:10 9:19 9:26 9:45 9:40 9:49 9:56 10:15

10:10 10:19 10:26 10:45

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ART 45

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* Este horario empieza 7 minutos antes en Columbia Pike y Greenbrier



B-11

6:28 6:43 6:51 7:08 6:53 7:08 7:16 7:33 7:18 7:33 7:41 7:58 7:43 7:58 8:06 8:23 8:08 8:23 8:31 8:48 8:33 8:48 8:56 9:13 9:08 9:23 9:31 9:48 9:50 10:03 10:10 10:25

10:20 10:33 10:40 10:55 10:50 11:03 11:10 11:25 11:20 11:33 11:40 11:55 11:50 12:03 12:10 12:25 12:20 12:33 12:40 12:55 12:50 1:03 1:10 1:25 1:20 1:33 1:40 1:55 1:50 2:03 2:10 2:25 2:20 2:33 2:40 2:55 2:50 3:03 3:10 3:25 3:20 3:33 3:40 3:55 3:50 4:03 4:10 4:25 4:10 4:25 4:34 4:51 4:35 4:50 4:59 5:16 5:00 5:15 5:24 5:41 5:25 5:40 5:49 6:06 5:50 6:05 6:14 6:31 6:15 6:30 6:39 6:56 6:40 6:55 7:04 7:21 7:05 7:18 7:25 7:40 7:30 7:43 7:50 8:05 8:00 8:13 8:20 8:35 8:30 8:43 8:50 9:05 9:00 9:13 9:20 9:35 9:30 9:43 9:50 10:05

10:00 10:13 10:20 10:35 10:30 10:43 10:50 11:05 11:00 11:13 11:20 11:35

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Monday–Friday Southbound


ART 45



B-12

*7:30 7:39 7:46 8:04 *8:00 8:09 8:16 8:34 *8:30 8:39 8:46 9:04

9:00 9:09 9:16 9:34 9:30 9:39 9:46 10:04

10:00 10:09 10:16 10:34 10:30 10:39 10:46 11:04 11:00 11:09 11:16 11:34 11:30 11:39 11:46 12:04 12:00 12:09 12:16 12:34 12:30 12:39 12:46 1:04 1:00 1:09 1:16 1:34 1:30 1:39 1:46 2:04 2:00 2:09 2:16 2:34 2:30 2:39 2:46 3:04 3:00 3:09 3:16 3:34 3:30 3:39 3:46 4:04 4:00 4:09 4:16 4:34 4:30 4:39 4:46 5:04 5:00 5:09 5:16 5:34 5:30 5:39 5:46 6:04 6:00 6:09 6:16 6:34 6:30 6:39 6:46 7:04 7:00 7:09 7:16 7:34 7:30 7:37 7:44 8:01 8:00 8:07 8:14 8:31 8:30 8:37 8:44 9:01 9:00 9:07 9:14 9:31 9:30 9:37 9:44 10:01

10:00 10:07 10:14 10:31 10:30 10:37 10:44 11:01 11:00 11:07 11:14 11:31

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ART 45

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B-13

8:15 8:29 8:36 8:51 8:45 8:59 9:06 9:21 9:15 9:29 9:36 9:51 9:45 9:59 10:06 10:21

10:15 10:29 10:36 10:51 10:45 10:59 11:06 11:21 11:15 11:29 11:36 11:51 11:45 11:59 12:06 12:21 12:15 12:29 12:36 12:51 12:45 12:59 1:06 1:21 1:15 1:29 1:36 1:51 1:45 1:59 2:06 2:21 2:15 2:29 2:36 2:51 2:45 2:59 3:06 3:21 3:15 3:29 3:36 3:51 3:45 3:59 4:06 4:21 4:15 4:29 4:36 4:51 4:45 4:59 5:06 5:21 5:15 5:29 5:36 5:51 5:45 5:59 6:06 6:21 6:15 6:29 6:36 6:51 6:45 6:59 7:06 7:21 7:15 7:29 7:36 7:51 7:45 7:59 8:06 8:21 8:15 8:29 8:36 8:51 8:45 8:59 9:06 9:21 9:15 9:29 9:36 9:51 9:45 9:59 10:06 10:21

10:15 10:29 10:36 10:51 10:45 10:59 11:06 11:21 11:15 11:29 11:36 11:51 11:45 11:59 12:06 12:21

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Saturday Southbound


ART 45



B-14

*6:50 6:57 7:04 7:21 *7:20 7:27 7:34 7:51 *7:50 7:57 8:04 8:21

8:20 8:27 8:34 8:51 8:50 8:57 9:04 9:21 9:20 9:27 9:34 9:51 9:50 9:57 10:04 10:21

10:20 10:27 10:34 10:51 10:50 10:57 11:04 11:21 11:20 11:27 11:34 11:51 11:50 11:57 12:04 12:21 12:20 12:27 12:34 12:51 12:50 12:57 1:04 1:21 1:20 1:27 1:34 1:51 1:50 1:57 2:04 2:21 2:20 2:27 2:34 2:51 2:50 2:57 3:04 3:21 3:20 3:27 3:34 3:51 3:50 3:57 4:04 4:21 4:20 4:27 4:34 4:51 4:50 4:57 5:04 5:21 5:20 5:27 5:34 5:51 5:50 5:57 6:04 6:21 6:20 6:27 6:34 6:51 6:50 6:57 7:04 7:21

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Domingo Dirección Norte

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B-15

7:35 7:49 7:56 8:11 8:05 8:19 8:26 8:41 8:35 8:49 8:56 9:11 9:05 9:19 9:26 9:41 9:35 9:49 9:56 10:11

10:05 10:19 10:26 10:41 10:35 10:49 10:56 11:11 11:05 11:19 11:26 11:41 11:35 11:49 11:56 12:11 12:05 12:19 12:26 12:41 12:35 12:49 12:56 1:11 1:05 1:19 1:26 1:41 1:35 1:49 1:56 2:11 2:05 2:19 2:26 2:41 2:35 2:49 2:56 3:11 3:05 3:19 3:26 3:41 3:35 3:49 3:56 4:11 4:05 4:19 4:26 4:41 4:35 4:49 4:56 5:11 5:05 5:19 5:26 5:41 5:35 5:49 5:56 6:11 6:05 6:19 6:26 6:41 6:35 6:49 6:56 7:11 7:05 7:19 7:26 7:41 7:35 7:49 7:56 8:11

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ART 45



B-16

Court House

Shirlington – Lyon Park –

ART 77Effective January 6, 2014

ART 77 Operating Hours

Monday – Friday: 6:00 am – 10:54 pmSaturday: 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

6:00 6:05 6:11 6:17 6:23 6:276:30 6:35 6:41 6:47 6:53 6:577:00 7:05 7:11 7:17 7:23 7:277:30 7:35 7:41 7:47 7:53 7:578:00 8:05 8:11 8:17 8:23 8:278:30 8:35 8:41 8:47 8:53 8:579:00 9:05 9:11 9:17 9:23 9:279:30 9:35 9:41 9:47 9:53 9:57

10:00 10:05 10:11 10:17 10:23 10:2710:30 10:35 10:41 10:47 10:53 10:5711:00 11:05 11:11 11:17 11:23 11:2711:30 11:35 11:41 11:47 11:53 11:5712:00 12:05 12:11 12:17 12:23 12:2712:30 12:35 12:41 12:47 12:53 12:57

1:00 1:05 1:11 1:17 1:23 1:271:30 1:35 1:41 1:47 1:53 1:572:05 2:10 2:16 2:22 2:28 2:322:35 2:40 2:46 2:52 2:58 3:023:05 3:10 3:16 3:22 3:28 3:323:35 3:40 3:46 3:52 3:58 4:024:05 4:10 4:16 4:22 4:28 4:324:35 4:40 4:46 4:52 4:58 5:025:05 5:10 5:16 5:22 5:28 5:325:35 5:40 5:46 5:52 5:58 6:026:05 6:10 6:16 6:22 6:28 6:326:35 6:40 6:46 6:52 6:58 7:027:05 7:10 7:16 7:22 7:28 7:327:35 7:40 7:46 7:52 7:58 8:028:05 8:10 8:16 8:22 8:28 8:328:35 8:40 8:46 8:52 8:58 9:029:05 9:10 9:16 9:22 9:28 9:329:30 9:35 9:41 9:47 9:53 9:57

10:00 10:05 10:11 10:17 10:23 10:27

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Monday–Friday Northbound


ART 77









$1.00

ART 77 FARES Adults
















$1.00

*LAS TRANSFERENCIAS DEBEN HACERSE DENTRO DE 2 HORAS.

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

6:30 6:34 6:40 6:46 6:52 6:56

7:00 7:04 7:10 7:16 7:22 7:267:30 7:34 7:40 7:46 7:52 7:568:00 8:04 8:10 8:16 8:22 8:268:30 8:34 8:40 8:46 8:52 8:569:00 9:04 9:10 9:16 9:20 9:249:30 9:34 9:40 9:46 9:50 9:54

10:00 10:04 10:10 10:16 10:20 10:2410:30 10:34 10:40 10:46 10:50 10:5411:00 11:04 11:10 11:16 11:20 11:2411:30 11:34 11:40 11:46 11:50 11:5412:00 12:04 12:10 12:16 12:20 12:2412:30 12:34 12:40 12:46 12:50 12:541:00 1:04 1:10 1:16 1:20 1:241:30 1:34 1:40 1:46 1:50 1:542:00 2:04 2:10 2:16 2:20 2:242:35 2:39 2:45 2:51 2:55 2:593:05 3:09 3:15 3:21 3:25 3:293:35 3:39 3:45 3:51 3:55 3:594:05 4:09 4:15 4:21 4:25 4:294:35 4:39 4:45 4:51 4:55 4:595:05 5:09 5:15 5:21 5:25 5:295:35 5:39 5:45 5:51 5:55 5:596:05 6:09 6:15 6:21 6:25 6:296:35 6:39 6:45 6:51 6:55 6:597:05 7:09 7:15 7:21 7:25 7:297:35 7:39 7:45 7:51 7:55 7:598:05 8:09 8:15 8:21 8:25 8:298:35 8:39 8:45 8:51 8:55 8:599:05 9:09 9:15 9:21 9:25 9:299:35 9:39 9:45 9:51 9:55 9:59

10:00 10:04 10:10 10:16 10:20 10:2410:30 10:34 10:40 10:46 10:50 10:54

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Monday–Friday Southbound


ART 77



B-19

7:00 7:05 7:09 7:16 7:22 7:267:30 7:35 7:39 7:46 7:52 7:568:00 8:05 8:09 8:16 8:22 8:268:30 8:35 8:39 8:46 8:52 8:569:00 9:05 9:09 9:16 9:22 9:269:30 9:35 9:39 9:46 9:52 9:56

10:00 10:05 10:09 10:16 10:22 10:2610:30 10:35 10:39 10:46 10:52 10:5611:00 11:05 11:09 11:16 11:22 11:2611:30 11:35 11:39 11:46 11:52 11:5612:00 12:05 12:09 12:16 12:22 12:2612:30 12:35 12:39 12:46 12:52 12:561:00 1:05 1:09 1:16 1:22 1:261:30 1:35 1:39 1:46 1:52 1:562:00 2:05 2:09 2:16 2:22 2:262:30 2:35 2:39 2:46 2:52 2:563:00 3:05 3:09 3:16 3:22 3:263:30 3:35 3:39 3:46 3:52 3:564:00 4:05 4:09 4:16 4:22 4:264:30 4:35 4:39 4:46 4:52 4:565:00 5:05 5:09 5:16 5:22 5:265:30 5:35 5:39 5:46 5:52 5:566:00 6:05 6:09 6:16 6:22 6:266:30 6:35 6:39 6:46 6:52 6:567:00 7:05 7:09 7:16 7:22 7:267:30 7:35 7:39 7:46 7:52 7:568:00 8:05 8:09 8:16 8:22 8:268:30 8:35 8:39 8:46 8:52 8:569:00 9:05 9:09 9:16 9:22 9:269:30 9:35 9:39 9:46 9:52 9:56

10:00 10:05 10:09 10:16 10:22 10:2610:30 10:35 10:39 10:46 10:52 10:5611:00 11:05 11:09 11:16 11:22 11:26

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Saturday Northbound



ART 77

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7:28 7:33 7:39 7:46 7:50 7:547:58 8:03 8:09 8:16 8:20 8:248:28 8:33 8:39 8:46 8:50 8:548:58 9:03 9:09 9:16 9:20 9:249:28 9:33 9:39 9:46 9:50 9:549:58 10:03 10:09 10:16 10:20 10:24

10:28 10:33 10:39 10:46 10:50 10:5410:58 11:03 11:09 11:16 11:20 11:2411:28 11:33 11:39 11:46 11:50 11:5411:58 12:03 12:09 12:16 12:20 12:2412:28 12:33 12:39 12:46 12:50 12:5412:58 1:03 1:09 1:16 1:20 1:241:28 1:33 1:39 1:46 1:50 1:541:58 2:03 2:09 2:16 2:20 2:242:28 2:33 2:39 2:46 2:50 2:542:58 3:03 3:09 3:16 3:20 3:243:28 3:33 3:39 3:46 3:50 3:543:58 4:03 4:09 4:16 4:20 4:244:28 4:33 4:39 4:46 4:50 4:544:58 5:03 5:09 5:16 5:20 5:245:28 5:33 5:39 5:46 5:50 5:545:58 6:03 6:09 6:16 6:20 6:246:28 6:33 6:39 6:46 6:50 6:546:58 7:03 7:09 7:16 7:20 7:247:28 7:33 7:39 7:46 7:50 7:547:58 8:03 8:09 8:16 8:20 8:248:28 8:33 8:39 8:46 8:50 8:548:58 9:03 9:09 9:16 9:20 9:249:28 9:33 9:39 9:46 9:50 9:549:58 10:03 10:09 10:16 10:20 10:24

10:28 10:33 10:39 10:46 10:50 10:5410:58 11:03 11:09 11:16 11:20 11:2411:28 11:33 11:39 11:46 11:50 11:54

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Saturday Southbound



ART 77

B-21

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Washington Metropolitan Area Transit Authority

A District of Columbia, Maryland and Virginia Transit Partnership

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.

➤ 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 par-ada del autobús aparece en letras MAYÚSCULAS en el horario.

Effective 6-25-17

Serves these locations- Brinda 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

10A,E,N - Alexandria-Pentagon Line

B - Hunting Point-Ballston Line

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FT M

YE

R D

R

Guaranteed Ride HomeWhen 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, callCommuter Connection at 1-800-745-RIDE.

(2/97)

WMATA ©2016 For information regarding this map contact <R•A•D•S>.

10A,E,NAlexandria-Pentagon Line

For route and schedule information

Call 202-637-7000www.wmata.com10B

Hunting Point-Ballston Line

Legend

—— Metrorail Station

Terminal Stands

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

BALLSTON COMMON

BUCKINGHAM

PARKFAIRFAX

ARLANDRIA

SHIRLINGTON

DEL RAY

ARLINGTON BLVD

BALLSTON-MU STATION

PENTAGONSTATION

BRADDOCK ROAD

STATION

FAIRFAX DR

RA

ND

OL

PH

ST

ST

UA

RT

ST

WILSON BLVD

N GLEBE RD

S GLE

BE

RD

S 2nd ST

WA

LTE

R R

EE

D D

R

COLUMBIA PIKE

KE

NM

OR

E S

T

SHIR

LIN

GTO

N R

D

24th RD

ARLINGTON MILL D R

CAMPBELL AVE

QUINCYST

GUNSTON R

DMA

RTH

A

CUSTIS DR W GLEBE RD

S GLEBE RDVALLEY DR

MT

VE

RN

ON

AV

E

EXECUTIVE

AVE

HUME AVE

BRADDOCK RD

WES

T

ST

KING ST

WAS

HIN

GTON

ST

PENDLETON ST

COLU

MB

US

ST

SERVICE ROADWAY

AR

LIN

GTO

N R

IDG

E R

D

23rd STE

AD

S

ST

ARMY NAVY DR

15th ST

JOYC

E ST

I-395

I-395

LYNN ST

I-95/495

RANDOLPH ST

18th ST

JEFFE

RSO

N D

AV

IS HW

Y

RT 110

CRY

STA

L D

R

WILSON BLVD

LEE HWY

I-66

I-66

I-395

19th STROSSLYNSTATION

JEFF

ER

SON

D

AV

IS H

WY

REED AVE

PATR

ICK

ST

MADISON ST

20th ST

US

RT

1

MONROE AVE

PO

WH

ATA

N S

T

GIBBON STFRANKLIN ST

PATR

ICK

ST

RICHMOND HWY

OLD RICHMOND HWY

HUNTINGTON AVE

HUNTINGTONSTATION

(North)

FIL

LM

OR

E S

T

LYN

N S

T

NA

SH S

T

RONALD REAGAN

WASHINGTON NATIONAL AIRPORT STATION

12th

ST

PENTAGONCITY

STATION

HUNTINGPOINT

SHIRLINGTONROTARY

SHIRLINGTONTRANSITCENTER

CRYSTAL CITYVRE

STATION

POTOMAC YARD SHOPPING

CENTER

ARNA VALLEY

10B

10B

10B

10B

10B

10E

10A

10A

10E

10B

10A,E

10A,E,N

10A,B

10B,E

10E

10E

10E

10A,B,E10A

10N

10N

MO

OR

E S

T

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10A,E,N - Alexandria-Pentagon LineB - Hunting Point-Ballston Line

Alexandria-Pentagon Line

RouteNumber

Hun-tington (North)

HuntingPoint

King & Washington

Sts.

Powhatan St. &

Bashford Ln.

BraddockRd.

MountVernon

&HumeAves.

MountVernon

&Executive

Aves.

Reagan National Airport (Upper Rdwy-

Gate B)

S.23rd

&FernSts.

Crystal Dr. &

18th St. S. (Crystal

City)

Pentagon City

(S Hayes & 12th)

S. LynnSt. &ArmyNavyDr.

PENTAGON

Fort Myer Dr. &

Wilson Blvd. (ROSSLYN)

*

Monday thru Friday — Lunes a viernes

Northbound To Pentagon/Rosslyn stations

AM Service — Servicio matutino 10A 4:25 - 4:35 - 4:42 4:47 4:51 - 4:57 - - - 5:07 - 10A 4:55 - 5:05 - 5:12 5:17 5:21 - 5:27 - - - 5:37 - 10A 5:25 - 5:35 - 5:42 5:47 5:51 - 5:57 - - - 6:07 - 10E - 5:51 5:54 5:59 - 6:08 6:12 - - - - 6:17 6:24 6:36 10A 5:55 - 6:05 - 6:12 6:17 6:21 - 6:27 - - - 6:37 - 10E/ - 6:05 6:09 6:15 - 6:24 6:29 - - - - 6:36 6:43 - 10E - 6:20 6:24 6:30 - 6:39 6:44 - - - - 6:51 6:58 7:10 10A 6:25 - 6:35 - 6:42 6:47 6:52 - 6:59 - - - 7:10 - 10E/ - 6:35 6:39 6:45 - 6:54 6:59 - - - - 7:06 7:13 - 10E - 6:50 6:54 7:00 - 7:09 7:14 - - - - 7:21 7:28 7:40 10A 6:55 - 7:05 - 7:12 7:17 7:22 - 7:29 - - - 7:40 - 10E/ - 7:07 7:11 7:17 - 7:26 7:31 - - - - 7:38 7:45 - 10E - 7:25 7:29 7:35 - 7:44 7:49 - - - - 7:56 8:03 8:15 10A 7:25 - 7:37 - 7:45 7:52 7:57 - 8:04 - - - 8:16 - 10E/ - 7:39 7:44 7:51 - 7:59 8:04 - - - - 8:12 8:18 - 10E - 7:54 7:59 8:06 - 8:14 8:19 - - - - 8:27 8:33 8:45 10A 7:55 - 8:07 - 8:15 8:22 8:27 - 8:34 - - - 8:46 - 10E/ - 8:09 8:14 8:21 - 8:29 8:34 - - - - 8:42 8:48 - 10A 8:25 - 8:37 - 8:45 8:52 8:57 - 9:04 - - - 9:16 - 10A 8:55 - 9:07 - 9:15 9:22 9:27 - 9:34 - - - 9:46 - 10A 9:25 - 9:36 - 9:45 9:51 9:55 - 10:01 - - - 10:14 - 10A 9:55 - 10:06 - 10:15 10:21 10:25 - 10:31 - - - 10:44 - 10A 10:25 - 10:36 - 10:45 10:51 10:55 - 11:01 - - - 11:14 - 10A 10:55 - 11:06 - 11:15 11:21 11:25 - 11:31 - - - 11:44 - 10A 11:25 - 11:36 - 11:45 11:51 11:55 - 12:01 - - - 12:14 - 10A 11:55 - 12:06 - 12:15 12:21 12:25 - 12:31 - - - 12:44 -

PM Service — Servicio vespertino 10A 12:25 - 12:36 - 12:45 12:51 12:55 - 1:01 - - - 1:14 - 10A 12:55 - 1:06 - 1:15 1:21 1:25 - 1:31 - - - 1:44 - 10A 1:25 - 1:36 - 1:45 1:51 1:55 - 2:01 - - - 2:14 - 10A 1:55 - 2:06 - 2:15 2:21 2:25 - 2:31 - - - 2:44 - 10A 2:25 - 2:36 - 2:45 2:52 2:57 - 3:03 - - - 3:18 - 10A 2:55 - 3:06 - 3:15 3:22 3:27 - 3:33 - - - 3:48 - 10A 3:25 - 3:35 - 3:44 3:52 3:57 - 4:04 - - - 4:17 - 10A 3:55 - 4:05 - 4:14 4:22 4:27 - 4:34 - - - 4:47 - 10A 4:25 - 4:35 - 4:44 4:52 4:57 - 5:04 - - - 5:17 - 10A 4:55 - 5:05 - 5:14 5:22 5:27 - 5:34 - - - 5:47 - 10A 5:25 - 5:34 - 5:42 5:50 5:54 - 6:00 - - - 6:12 - 10A 5:55 - 6:04 - 6:12 6:20 6:24 - 6:30 - - - 6:42 - 10A 6:25 - 6:34 - 6:42 6:50 6:54 - 7:00 - - - 7:12 - 10A 6:55 - 7:04 - 7:12 7:20 7:24 - 7:30 - - - 7:42 - 10A 7:25 - 7:34 - 7:41 7:47 7:50 - 7:55 - - - 8:06 - 10A 7:55 - 8:04 - 8:11 8:17 8:20 - 8:25 - - - 8:36 - 10A 8:25 - 8:34 - 8:41 8:47 8:50 - 8:55 - - - 9:06 - 10A 8:55 - 9:04 - 9:11 9:17 9:20 - 9:25 - - - 9:36 - 10A 9:25 - 9:34 - 9:41 9:47 9:50 - 9:55 - - - 10:06 - 10A 9:55 - 10:04 - 10:11 10:17 10:20 - 10:25 - - - 10:36 - 10A 10:25 - 10:34 - 10:41 10:47 10:50 - 10:55 - - - 11:06 - 10A 10:55 - 11:04 - 11:11 11:17 11:20 - 11:25 - - - 11:36 - 10A 11:55 - 12:03 - 12:10 12:15 12:18 - 12:23 - - - 12:33 -

After Midnight Service — Servicio después de la medianoche ❍ 10N - - - - - - - 12:30 - 12:36 12:39 - 12:45 - ❍ 10N - - - - - - - 1:07 - 1:13 1:16 - 1:22 - 10A 12:55 - 1:03 - 1:10 1:15 1:18 - 1:23 - - - 1:33 - ❍ 10N - - - - - - - 1:40 - 1:46 1:49 - 1:55 - ❍ 10N - - - - - - - 2:15 - 2:21 2:24 - 2:30 - ❍ 10A 1:55 - 2:03 - 2:10 2:15 2:18 - 2:23 - - - 2:33 -

*— Across from west entrance of Rosslyn station. ❍ — Trip operates Friday only. Los autobuses funcionan solamente el viernes.

B-24

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RouteNumber

Fort Myer Dr. &

Wilson Blvd. (Rosslyn)

*Pentagon

S. LynnSt. &ArmyNavyDr.

Crystal City (S. Bell

&18th Sts.)

S. 23rd

&FernSts.

REAGAN NATiONAL AiRPORT (Upper Rdwy-

Gate B)

MountVernon

&Executive

Aves.

MountVernon

&HumeAves.

Powhatan St. &

Bashford Ln.

BraddockRd.

King&

WashingtonSts.

HUNTiNGPOiNT

HUN-TiNGTON (NORTH)

*— Across from west entrance of Rosslyn station.

Southbound To Huntington Station/Hunting Point/National AirportMonday thru Friday — Lunes a viernes

AM Service — Servicio matutino 10A - 5:00 - - 5:12 - 5:18 5:21 - 5:28 5:35 - 5:44 10A - 5:30 - - 5:42 - 5:48 5:51 - 5:58 6:05 - 6:14 10A - 6:00 - - 6:12 - 6:18 6:21 - 6:28 6:35 - 6:44 10A - 6:30 - - 6:42 - 6:48 6:51 - 6:58 7:05 - 7:14 10A - 7:00 - - 7:14 - 7:20 7:24 - 7:33 7:42 - 7:52 10A - 7:30 - - 7:44 - 7:50 7:54 - 8:03 8:12 - 8:22 10A - 8:00 - - 8:14 - 8:20 8:24 - 8:33 8:42 - 8:52 10A - 8:30 - - 8:44 - 8:50 8:54 - 9:03 9:12 - 9:22 10A - 9:00 - - 9:11 - 9:17 9:21 - 9:29 9:39 - 9:49 10A - 9:30 - - 9:41 - 9:47 9:51 - 9:59 10:09 - 10:19 10A - 10:00 - - 10:11 - 10:17 10:21 - 10:29 10:39 - 10:49 10A - 10:30 - - 10:41 - 10:47 10:51 - 10:59 11:09 - 11:19 10A - 11:00 - - 11:11 - 11:17 11:21 - 11:29 11:39 - 11:49 10A - 11:30 - - 11:41 - 11:47 11:51 - 11:59 12:09 - 12:19

PM Service — Servicio vespertino 10A - 12:00 - - 12:13 - 12:18 12:22 - 12:29 12:38 - 12:47 10A - 12:30 - - 12:43 - 12:48 12:52 - 12:59 1:08 - 1:17 10A - 1:00 - - 1:13 - 1:18 1:22 - 1:29 1:38 - 1:47 10A - 1:30 - - 1:43 - 1:48 1:52 - 1:59 2:08 - 2:17 10A - 2:00 - - 2:13 - 2:18 2:22 - 2:29 2:38 - 2:47 10A - 2:30 - - 2:45 - 2:52 2:57 - 3:05 3:15 - 3:29 10A - 3:00 - - 3:15 - 3:22 3:27 - 3:35 3:45 - 3:59 10A - 3:30 - - 3:45 - 3:52 3:57 - 4:05 4:15 - 4:29 10A - 4:00 - - 4:15 - 4:22 4:27 - 4:35 4:45 - 4:59 10E 4:00 4:15 4:22 - - - 4:32 4:37 4:47 - 4:53 4:59 - 10A - 4:30 - - 4:45 - 4:52 4:57 - 5:05 5:15 - 5:29 10E - 4:37 4:44 - - - 4:54 4:59 5:09 - 5:15 5:21 - 10E 4:37 4:52 4:59 - - - 5:09 5:14 5:24 - 5:30 5:36 - 10A - 5:00 - - 5:15 - 5:22 5:27 - 5:35 5:45 - 5:59 10E - 5:07 5:14 - - - 5:24 5:29 5:39 - 5:45 5:51 - 10E 5:07 5:22 5:29 - - - 5:39 5:44 5:54 - 6:00 6:06 - 10A - 5:30 - - 5:45 - 5:52 5:57 - 6:05 6:15 - 6:29 10E - 5:37 5:44 - - - 5:54 5:59 6:09 - 6:15 6:21 - 10E 5:37 5:52 5:59 - - - 6:09 6:14 6:24 - 6:30 6:36 - 10A - 6:00 - - 6:15 - 6:22 6:27 - 6:35 6:45 - 6:59 10E - 6:07 6:14 - - - 6:24 6:29 6:39 - 6:45 6:51 - 10E 6:07 6:22 6:29 - - - 6:39 6:44 6:54 - 7:00 7:06 - 10A - 6:30 - - 6:45 - 6:52 6:57 - 7:05 7:15 - 7:29 10E - 6:45 6:52 - - - 7:02 7:07 7:17 - 7:23 7:29 - 10A - 7:00 - - 7:15 - 7:22 7:27 - 7:35 7:45 - 7:59 10A - 7:30 - - 7:43 - 7:49 7:52 - 7:59 8:06 - 8:19 10A - 8:00 - - 8:13 - 8:19 8:22 - 8:29 8:36 - 8:49 10A - 8:30 - - 8:43 - 8:49 8:52 - 8:59 9:06 - 9:19 10A - 9:00 - - 9:13 - 9:19 9:22 - 9:28 9:35 - 9:46 10A - 9:30 - - 9:43 - 9:49 9:52 - 9:58 10:05 - 10:16 10A - 10:00 - - 10:13 - 10:19 10:22 - 10:28 10:35 - 10:46 10A - 11:00 - - 11:13 - 11:19 11:22 - 11:28 11:35 - 11:46

After Midnight Service — Servicio después de la medianoche 10A - 12:00 - - 12:13 - 12:19 12:22 - 12:28 12:35 - 12:46 ❍ 10N - 12:53 - 12:58 - 1:05 - - - - - - - 10A - 1:00 - - 1:13 - 1:19 1:22 - 1:28 1:35 - 1:46 ❍ 10A - 2:00 - - 2:13 - 2:19 2:22 - 2:28 2:35 - 2:46 ❍ 10N - 2:00 - 2:05 - 2:12 - - - - - - - ❍ 10N - 2:55 - 3:00 - 3:07 - - - - - - -

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

B-25

of 14



RouteNumber

Hunting-ton

(North)

Washing-ton&

KingSts.

BraddockRd.

MountVernon

&HumeAves.

MountVernon

&Executive

Aves.


Gate B)

S.23rd

&FernSts.

Crystal Dr. &


City)

Pentagon City

(S Hayes & 12th)

PENTA-GON

On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Me-trobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate.

Northbound To Pentagon stationSaturday — En sábados

AM Service — Servicio matutino 10A 5:25 5:33 5:39 5:44 5:48 - 5:53 - - 6:04 10A 5:55 6:03 6:09 6:14 6:18 - 6:23 - - 6:34 10A 6:25 6:35 6:42 6:47 6:51 - 6:56 - - 7:07 10A 6:55 7:05 7:12 7:17 7:21 - 7:26 - - 7:37 10A 7:25 7:35 7:42 7:47 7:51 - 7:56 - - 8:07 10A 7:55 8:05 8:12 8:17 8:21 - 8:26 - - 8:37 10A 8:25 8:35 8:42 8:47 8:51 - 8:56 - - 9:07 10A 8:55 9:05 9:12 9:17 9:21 - 9:26 - - 9:37 10A 9:25 9:36 9:44 9:50 9:54 - 10:00 - - 10:12 10A 9:55 10:06 10:14 10:20 10:24 - 10:30 - - 10:42 10A 10:25 10:36 10:44 10:50 10:54 - 11:00 - - 11:12 10A 10:55 11:06 11:14 11:20 11:24 - 11:30 - - 11:42 10A 11:25 11:36 11:44 11:50 11:54 - 12:00 - - 12:12 10A 11:55 12:06 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

B-26

of 14



RouteNumber

Pentagon

Crystal City

(S. Bell & 18th

Sts.)

S.23rd

&FernSts.


Gate B)

MountVernon

&Executive

Aves.

MountVernon

&HumeAves.

BraddockRd.

Washing-ton &

KingSts.

HUN-TiNG-TON

(NORTH)

Southbound To Huntington Station/National Airport

AM Service — Servicio matutino 10A 5:30 - 5:41 - 5:46 5:49 5:55 6:04 6:13 10A 6:00 - 6:11 - 6:16 6:19 6:25 6:34 6:43 10A 6:30 - 6:41 - 6:46 6:49 6:55 7:04 7:13 10A 7:00 - 7:11 - 7:16 7:19 7:25 7:34 7:43 10A 7:30 - 7:41 - 7:46 7:49 7:55 8:04 8:13 10A 8:00 - 8:11 - 8:16 8:19 8:25 8:34 8:43 10A 8:30 - 8:41 - 8:46 8:49 8:55 9:04 9:13 10A 9:00 - 9:11 - 9:16 9:19 9:25 9:34 9:43 10A 9:30 - 9:41 - 9:46 9:49 9:55 10:04 10:13 10A 10:00 - 10:13 - 10:19 10:23 10:30 10:40 10:49 10A 10:30 - 10:43 - 10:49 10:53 11:00 11:10 11:19 10A 11:02 - 11:15 - 11:21 11:25 11:32 11:42 11:51 10A 11:30 - 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 - - - - -

Saturday — En sábados

B-27

of 14


Alexandria-Pentagon Line Northbound To Pentagon station

Sunday — En domingo

AM Service — Servicio matutino 10A 5:25 5:34 5:40 5:45 5:48 - 5:54 - - 6:05 10A 6:25 6:34 6:40 6:45 6:48 - 6:54 - - 7:05 10N - - - - - 6:45 - 6:51 6:54 7:00 10A 7:25 7:34 7:40 7:45 7:48 - 7:54 - - 8:05 10N - - - - - 7:55 - 8:01 8:04 8:10 10A 8:25 8:34 8:41 8:47 8:51 - 8:57 - - 9:08 10A 9:25 9:34 9:41 9:47 9:51 - 9:57 - - 10:08 10A 10:25 10:35 10:44 10:51 10:56 - 11:02 - - 11:13 10A 11:25 11:35 11:44 11:51 11:56 - 12:02 - - 12:13

PM Service — Servicio vespertino 10A 12:25 12:35 12:44 12:51 12:56 - 1:02 - - 1:13 10A 1:25 1:35 1:44 1:51 1:56 - 2:02 - - 2:13 10A 2:25 2:35 2:44 2:51 2:56 - 3:02 - - 3:13 10A 3:25 3:35 3:44 3:51 3:56 - 4:02 - - 4:13 10A 4:25 4:35 4:42 4:48 4:53 - 4:59 - - 5:12 10A 5:25 5:35 5:42 5:48 5:53 - 5:59 - - 6:12 10A 6:25 6:35 6:42 6:48 6:53 - 6:59 - - 7:12 10A 7:25 7:34 7:41 7:47 7:52 - 7:57 - - 8:06 10A 8:25 8:34 8:41 8:47 8:52 - 8:57 - - 9:06 10A 9:25 9:34 9:41 9:47 9:52 - 9:57 - - 10:06 10A 10:25 10:34 10:41 10:47 10:52 - 10:57 - - 11:06 10A 11:25 11:34 11:41 11:47 11:52 - 11:57 - - 12:06

After Midnight Service — Servicio después de la medianoche 10A 12:25 12:34 12:41 12:47 12:52 - 12:57 - - 1:06 10A 1:25 1:34 1:41 1:47 1:52 - 1:57 - - 2:06

RouteNumber

Hunting-ton

(North)

Washing-ton&

KingSts.

BraddockRd.

MountVernon

&HumeAves.

MountVernon

&Executive

Aves.


Gate B)

S.23rd

&FernSts.

Crystal Dr. &


City)

Pentagon City

(S Hayes & 12th)

PENTA-GON

B-28

of 14


Southbound To Huntington Station/National Airport


RouteNumber

Pentagon

Crystal City

(S. Bell & 18th

Sts.)

S.23rd

&FernSts.


Gate B)

MountVernon

&Executive

Aves.

MountVernon

&HumeAves.

BraddockRd.

Washing-ton &

KingSts.

HUN-TiNG-TON

(NORTH)

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


B-29

of 14


Hunting Point - Ballston Line

RouteNumber

Ballston-MU

WalterReedDr. &

ColumbiaPike

Shirlington Transit Center

MountVernon

&Executive

Aves.

MountVernon

&HumeAves.

BraddockRd.

Washington &

KingSts.

S. Wash-ington St.

&entrance

toHUNTiNG

POiNT

Southbound to Hunting PointMonday thru Friday — Lunes a viernes

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

B-30

of 14



RouteNumber

S. Wash-ington St.

&entrance

toHunting

Point

Washington &

KingSts.

BraddockRd.

MountVernon

&HumeAves.

MountVernon

&Executive

Aves.


WalterReedDr.&

ColumbiaPike

BALLSTON-MU

Northbound to Ballston-MU stationMonday thru Friday — Lunes a viernes

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


B-31

of 14



RouteNumber

Ballston-MU

WalterReedDr. &

ColumbiaPike


MountVernon

&Executive

Aves.

MountVernon

&HumeAves.

BraddockRd.

Washington &

KingSts.

S. Wash-ington St.

&entrance

toHUNTiNG

POiNT


Southbound to Hunting PointSaturday — En sábados

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


B-32

of 14



RouteNumber

S. Wash-ington St.

&entrance

toHunting

Point

Washington &

KingSts.

BraddockRd.

MountVernon

&HumeAves.

MountVernon

&Executive

Aves.


WalterReedDr.&

ColumbiaPike

BALLSTON-MU


Northbound to Ballston-MU stationSaturday — En sábados


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


B-33

of 14



RouteNumber

Ballston-MU

WalterReedDr. &

ColumbiaPike


MountVernon

&Executive

Aves.

MountVernon

&HumeAves.

BraddockRd.

Washington &

KingSts.

S. Wash-ington St.

&entrance

toHUNTiNG

POiNT

Southbound to Hunting PointSunday — En domingo

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

B-34

of 14



RouteNumber

S. Wash-ington St.

&entrance

toHunting

Point

Washington &

KingSts.

BraddockRd.

MountVernon

&HumeAves.

MountVernon

&Executive

Aves.


WalterReedDr.&

ColumbiaPike

BALLSTON-MU

Northbound to Ballston-MU stationSunday — En domingo


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

B-35

of 10















➤ El final de la ruta o la última parada del autobús aparece en letras MAYÚSCULAS en el horario.

16A,B,E,J,PColumbia Pike Line

Effective 6-25-17


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)

See separate timetable for 16L

B-36

of 10

WALTER

AM

ER

IC

ANA DR

GLEN CARLYN DR

BACKLICK RD

RAVENSWORTH RD

CARLIN SPRIN

GS RD

PENTAGON

U.S. AIR FORCE MEMORIAL

FRANKLINSQUARE

14th STREET BRIDGE

CULMORE

ANNANDALE

EADS ST

ORME ST

AR

MY

NA

VY

D

R

JOYCE ST

WASHIINGTON B

LVD

SCOTT ST

EDGEWOOD ST

REED DR

SOUTH

GLEBE RD

CO

LUM

BIA

PIK

E

GEORGE MASON DR

BUCHANAN ST

FOUR MIL

E RUN D

R

JEFFERSON ST

LEES

BURG

DA

WE

S AV

E

VIST

A

DRK

NOL

LWOO

D DR

LAKE ST

(RT

7)

(RT

7)

TYLER ST

LINCOLNIA

RD

CO

LUM

BIA

PIK

E JOHNMARR DR

LITT

LE R

IVE

R T

NP

K

HERITAGE DRPATRIOT DR

(RT

236

)

MEDFORD DR

EVERGREEN

LA

PIKE

HAYES STPENTAGON

STATION

PENTAGON CITYSTATION

14th ST

I S

T 13th ST

K S

T

Guaranteed Ride HomeWhen 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, callCommuter Connection at 1-800-745-RIDE.

(2/97)


Legend


Terminal Stands

— Park & Ride Lot

— Pentagon Transit Center

�

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

16A,16B,16E

S RO

TAR

Y

RD

16A,B,E,J,PColumbia Pike Line


Call 202-637-7000www.wmata.com

16E, 16J, 16P

16B

16E

16J, 16P

16A, 16B

16A

16A

16B

�

16B, 16J,16P

16J,16P

16A, 16B

16J

16E

16E

16P

16E, 16P

16E

16E

BAILEY’S CROSSROADS

16E

NWPOTOMAC

RIVER

16A, 16B, 16E

B-37

of 10

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


RouteNumber

Patriot&

Ameri-canaDrs.

Rt.236&

Med-fordDr.

JohnMarrDr.&

Colum-biaPike

Colum-biaPike&

Lin-colniaRd.

Lake&

TylerSts.

GlenCarlyn

&VistaDrs.

Jeffer-sonSt. &Lees-burgPike

Colum-biaPike&

CarlinSprings

Rd.

Colum-biaPike

& FourMileRunDr.

Colum-bia Pike

&GeorgeMason

Dr.

Colum-biaPike&

WalterReed Dr.

Colum-biaPike&

OrmeSt.

Penta-gon City

PENTA-GON

I &

13th Sts. NW

(FRANk-LIN Sq)

Eastbound To Pentagon station

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

B-38

of 10



RouteNumber

Patriot&

Ameri-canaDrs.

Rt.236&

Med-fordDr.

JohnMarrDr.&

Colum-biaPike

Colum-biaPike&

Lin-colniaRd.

Lake&

TylerSts.

GlenCarlyn

&VistaDrs.


Colum-biaPike&

CarlinSprings

Rd.

Colum-biaPike

& FourMileRunDr.

Colum-bia Pike

&GeorgeMason

Dr.

Colum-biaPike&

WalterReed Dr.

Colum-biaPike&

OrmeSt.

Penta-gon City

PENTA-GON

I &

13th Sts. NW

(FRANk-LIN 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

of 10



RouteNumber

I &

13th Sts. NW

(Franklin Sq)

Penta-gon

Penta-gonCity

Colum-biaPike&

OrmeSt.

Colum-biaPike&

WalterReed Dr.

Colum-biaPike&

GeorgeMason

Dr.

Colum-biaPike&

Bucha-nanSt.

Colum-biaPike&

CarlinSprings

Rd.

Lees-burgPike&

Jeffer-sonSt.

GlenCarlyn

&VistaDrs.

(CUL-MORE)

Lake&

TylerSts.

Colum-biaPike&

Lin-colniaRd.

John Marr Dr. &

Colum-bia Pike

Rt. 236 &

Medford Dr.

Patriot&

Ameri-cana Drs.(AN-NAN-DALE)

Westbound To Culmore/Annandale

AM Service — Servicio matutino 16A - 5:42 - 5:51 5:56 6:00 6:03 6:07 - - - 6:14 6:19 6:24 6:31 16B/ - 5:52 - 6:01 6:06 6:10 6:13 6:17 - 6:25 - - - - - 16A - 6:02 - 6:11 6:16 6:20 6:23 6:27 - - - 6:34 6:39 6:44 6:51 16J - 6:12 - 6:21 6:27 6:31 6:34 - 6:39 6:48 - - - - - 16B/ - 6:22 - 6:31 6:36 6:40 6:43 6:47 - 6:55 - - - - - 16A - 6:32 - 6:41 6:46 6:50 6:53 6:56 - - - 7:03 7:08 7:13 7:20 16J - 6:42 - 6:51 6:57 7:01 7:04 - 7:09 7:18 - - - - - 16B/ - 6:52 - 7:01 7:06 7:10 7:13 7:16 - 7:25 - - - - - 16A - 7:02 - 7:11 7:16 7:20 7:23 7:26 - - - 7:33 7:38 7:43 7:50 16J - 7:12 - 7:21 7:25 7:30 7:32 - 7:36 7:44 - - - - - 16B/ - 7:22 - 7:31 7:36 7:41 7:43 7:47 - 7:55 - - - - - 16A - 7:32 - 7:41 7:46 7:51 7:53 7:57 - - - 8:04 8:08 8:14 8:21 16J - 7:42 - 7:51 7:55 8:00 8:02 - 8:06 8:14 - - - - - 16B/ - 7:52 - 8:01 8:06 8:11 8:13 8:17 - 8:25 - - - - - 16A - 8:02 - 8:11 8:16 8:21 8:23 8:27 - - - 8:34 8:38 8:44 8:51 16J - 8:12 - 8:21 8:25 8:30 8:32 - 8:36 8:44 - - - - - 16B/ - 8:22 - 8:31 8:36 8:41 8:43 8:47 - 8:55 - - - - - 16A - 8:32 - 8:41 8:46 8:51 8:53 8:57 - - - 9:04 9:08 9:14 9:21 16J - 8:45 - 8:54 8:58 9:03 9:05 - 9:09 9:17 - - - - - 16A - 9:00 - 9:09 9:14 9:19 9:21 9:25 - - - 9:32 9:36 9:42 9:49 16J - 9:15 - 9:23 9:28 9:34 9:38 - 9:43 9:53 - - - - - 16A - 9:30 - 9:38 9:43 9:49 9:53 9:58 - - - 10:06 10:10 10:17 10:24 16J - 9:45 - 9:53 9:58 10:04 10:08 - 10:13 10:23 - - - - - 16A - 10:00 - 10:08 10:13 10:19 10:23 10:28 - - - 10:36 10:40 10:47 10:54 16J - 10:15 - 10:23 10:28 10:34 10:38 - 10:43 10:53 - - - - - 16A - 10:30 - 10:38 10:43 10:49 10:53 10:58 - - - 11:06 11:10 11:17 11:24 16J - 10:45 - 10:53 10:58 11:04 11:08 - 11:13 11:23 - - - - - 16A - 11:00 - 11:08 11:13 11:19 11:23 11:28 - - - 11:36 11:40 11:47 11:54 16J - 11:15 - 11:23 11:28 11:34 11:38 - 11:43 11:53 - - - - - 16A - 11:30 - 11:38 11:43 11:49 11:53 11:58 - - - 12:06 12:10 12:17 12:24 16J - 11:45 - 11:53 11:58 12:04 12:08 - 12:13 12:23 - - - - -

PM Service — Servicio vespertino 16A - 12:00 - 12:08 12:13 12:19 12:23 12:28 - - - 12:36 12:40 12:47 12:54 16J - 12:15 - 12:23 12:28 12:34 12:38 - 12:43 12:53 - - - - - 16A - 12:30 - 12:38 12:43 12:49 12:53 12:58 - - - 1:06 1:10 1:17 1:24 16J - 12:45 - 12:53 12:58 1:04 1:08 - 1:13 1:23 - - - - - 16A - 1:00 - 1:08 1:13 1:19 1:23 1:28 - - - 1:36 1:40 1:47 1:54 16J - 1:15 - 1:23 1:28 1:34 1:38 - 1:43 1:53 - - - - - 16A - 1:30 - 1:38 1:43 1:49 1:53 1:58 - - - 2:06 2:10 2:17 2:24 16J - 1:45 - 1:53 1:58 2:04 2:08 - 2:13 2:23 - - - - - 16A - 2:00 - 2:08 2:13 2:19 2:23 2:28 - - - 2:36 2:40 2:47 2:54 16J - 2:15 - 2:23 2:28 2:34 2:38 - 2:43 2:53 - - - - - 16A - 2:30 - 2:38 2:43 2:49 2:53 2:58 - - - 3:06 3:10 3:17 3:24 16B/ - 2:40 - 2:48 2:53 2:59 3:03 3:08 - 3:18 - - - - - 16J - 2:50 - 2:58 3:03 3:09 3:13 - 3:18 3:28 - - - - - 16A - 3:00 - 3:08 3:13 3:19 3:23 3:28 - - - 3:36 3:40 3:47 3:54 16B/ - 3:10 - 3:18 3:23 3:29 3:33 3:38 - 3:48 - - - - - 16J - 3:20 - 3:28 3:33 3:39 3:43 - 3:48 3:58 - - - - -

B-40

of 10



RouteNumber

I &

13th Sts. NW

(Franklin Sq)

Penta-gon

Penta-gonCity

Colum-biaPike&

OrmeSt.

Colum-biaPike&

WalterReed Dr.

Colum-biaPike&

GeorgeMason

Dr.

Colum-biaPike&

Bucha-nanSt.

Colum-biaPike&

CarlinSprings

Rd.

Lees-burgPike&

Jeffer-sonSt.

GlenCarlyn

&VistaDrs.

(CUL-MORE)

Lake&

TylerSts.

Colum-biaPike&

Lin-colniaRd.

John Marr Dr. &

Colum-bia Pike

Rt. 236 &

Medford Dr.

Patriot&



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

B-41

of 10



RouteNumber

Patriot&

Ameri-canaDrs.

Rt.236 &Med-fordDr.

JohnMarrDr. &

Colum-biaPike

Colum-bia

Pike &Lin-

colniaRd.

Lake&

TylerSts.

GlenCarlyn

&VistaDrs.

Jeffer-sonSt. & Lees-burg Pike

Colum-bia

Pike &CarlinSprings

Rd.

Colum-biaPike

& FourMile

Run Dr.

Colum-bia

Pike &GeorgeMason

Dr.

Colum-biaPike&

WalterReed Dr.

Colum-biaPike&

OrmeSt.

Pen-tagon City

PENTA-GON

I &

13th Sts. NW

(FRANk-LINSq)

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 Metro-bus 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.


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 - 16B 8:58 9:05 9:11 9:16 9:21 9:23 - 9:31 9:35 9:37 9:42 9:46 - 9:50 - 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 - 16B 12:51 12:58 1:05 1:10 1:15 1:17 - 1:27 1:32 1:35 1:41 1:46 - 1:50 - 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 - 16B 2:51 2:58 3:05 3:10 3:15 3:17 - 3:27 3:32 3:35 3:41 3:46 - 3:50 - 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

of 10



RouteNumber

I &

13th Sts. NW

(Frank-lin Sq)

Penta-gon

Penta-gonCity

Colum-biaPike&

OrmeSt.

Colum-biaPike&

WalterReed Dr.

Colum-biaPike&

GeorgeMason

Dr.

Colum-biaPike&

Bucha-nanSt.

Colum-biaPike&

CarlinSprings

Rd

Lees-burgPike&

Jeffer-sonSt.

GlenCarlyn

&VistaDrs.

(CUL-MORE)

Lake&

TylerSts.

Colum-bia Pike&

Lincol-nia Rd.

John Marr Dr.&

Colum-biaPike

Rt.236 & Med-fordDr.

Patriot& Ameri-

canaDrs.(AN-NAN-DALE)


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 Metro-bus 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.

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 - - - - - 16B - 9:40 - 9:49 9:53 9:58 10:00 10:05 - - 10:14 10:19 10:25 10:31 10:35 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

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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 - 16B 10:22 10:28 10:34 10:39 10:44 10:46 - 10:55 10:59 11:02 11:08 11:14 - 11:17 - 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 - 16B 2:25 2:31 2:37 2:42 2:47 2:49 - 2:58 3:02 3:05 3:11 3:17 - 3:21 - 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 - 16B 4:25 4:31 4:37 4:42 4:47 4:49 - 4:58 5:02 5:05 5:11 5:17 - 5:21 - 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 -

RouteNumber

Patriot&

Ameri-canaDrs.

Rt.236&

Med-fordDr.

JohnMarrDr.&

Colum-biaPike

Colum-biaPike&

Lin-colniaRd.

Lake&

TylerSts.

GlenCarlyn

&VistaDrs.


Colum-biaPike&

CarlinSprings

Rd.

Colum-biaPike

& FourMileRunDr.

Colum-bia Pike

&GeorgeMason

Dr.

Colum-biaPike&

WalterReed Dr.

Colum-biaPike&

OrmeSt.

Penta-gon City

PENTA-GON

I &

13th Sts. NW

(FRANk-LIN Sq)

B-44

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Note: For additional Sunday service via Pentagon City see Route 16G—Columbia Heights West-Pentagon City Line.


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 - - - - -

RouteNumber

I &

13th Sts. NW

(Franklin Sq)

Penta-gon

Penta-gonCity

Colum-biaPike&

OrmeSt.

Colum-biaPike&

WalterReed Dr.

Colum-biaPike&

GeorgeMason

Dr.

Colum-biaPike&

Bucha-nanSt.

Colum-biaPike&

CarlinSprings

Rd.

Lees-burgPike&

Jeffer-sonSt.

GlenCarlyn

&VistaDrs.

(CUL-MORE)

Lake&

TylerSts.

Colum-biaPike&

Lin-colniaRd.

John Marr Dr. &

Colum-bia Pike

Rt. 236 &

Medford Dr.

Patriot&


B-45

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➤ El final de la ruta o la última par-ada del autobús aparece en letras MAYÚSCULAS en el horario.

Effective 4-24-16


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)

16G,H,KColumbia Heights West - Pentagon City Line

B-46

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PENTAGON

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

ONLY)

U.S. AIR FORCE

MEMORIAL

COLUMBIAHEIGHTS

WEST

SKYLINE CITY

BARCROFT

BAILEY’SCROSSROADS

EADS ST

ORME ST

AR

MY

N

AV

Y D

R

JOYCE ST

WASHIINGTON B

LVD

EDGEWOOD ST

REED DR

CO

LUM

BIA

PIK

E

BUCHANAN ST

FOUR M

ILE R

UN DR

SEMINARY RD

(RT

7)

HAYES STPENTAGON

STATION

PENTAGON CITYSTATION

LEE

SBU

RG

PIK

EGREEN-

BRIER

ST

CARLIN

SPRINGS RD

DINWIDDIE ST

7th RD

8th RD

9th ST

GEORGE MASON DR

GEORGE MASON DR

JEFFERSON ST

WALTER

16K

16G, 16H

16K

16G

16H

16K

16G

16H

16K

16G

16H

16H

16G,H,KColumbia Heights West Pentagon City Line



Legend


Terminal Stands

WMATA ©2016

Guaranteed Ride HomeWhen 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, callCommuter Connection at 1-800-745-RIDE.

(2/97)

B-47

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✱ — 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.

Route Number

Carlin Springs Rd. & Columbia

Pike ✱

Greenbrier St. & 8th Rd.

✱Dinwiddie &

9th Sts.

George Mason Dr. & Seminary

Rd.

Jefferson St. & Leesburg

Pike

Columbia Pike & Bu-chanan St.

Columbia Pike & George

Mason Dr.

Columbia Pike & Wal-ter Reed Dr.

Columbia Pike & Orme

St.

PENTAGON CITY


Eastbound To Pentagon City station

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

B-48

of 10


✱ — 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.

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

Route Number


Pike ✱


✱Dinwiddie &

9th Sts.


Rd.


Pike



Mason Dr.


Columbia Pike & Orme

St.

PENTAGON CITY


Eastbound To Pentagon City station

B-49

of 10


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.

Route Number

Pentagon City Columbia

Pike & Orme St.



Mason Dr.



Pike


Rd. (SKYLINE CITY)


Pike l


l

Dinwiddie & 9th Sts.

(COLUMBIA HTS WEST)

l


Westbound To Skyline City/Columbia Heights West

AM Service — Servicio matutino 16G 5:31 5:37 5:41 5:45 5:47 - - 5:50 5:53 5:57 16G 5:43 5:49 5:53 5:57 5:59 - - 6:02 6:05 6:09 16G 5:55 6:01 6:05 6:09 6:11 - - 6:14 6:17 6:21 16G 6:08 6:14 6:18 6:22 6:24 - - 6:27 6:30 6:34 16G 6:19 6:25 6:29 6:33 6:35 - - 6:38 6:41 6:45 16G 6:31 6:37 6:41 6:45 6:47 - - 6:50 6:53 6:57 16G 6:43 6:49 6:53 6:57 6:59 - - 7:02 7:05 7:09 16G 6:54 7:00 7:04 7:08 7:10 - - 7:14 7:17 7:21 16G 7:06 7:12 7:16 7:20 7:22 - - 7:26 7:29 7:33 16G 7:18 7:24 7:28 7:32 7:34 - - 7:38 7:41 7:45 16G 7:30 7:36 7:40 7:44 7:46 - - 7:50 7:53 7:57 16G 7:42 7:48 7:52 7:56 7:58 - - 8:02 8:05 8:09 16G 7:54 8:00 8:04 8:08 8:10 - - 8:14 8:17 8:21 16G 8:06 8:12 8:16 8:20 8:22 - - 8:26 8:29 8:33 16G 8:18 8:24 8:28 8:32 8:34 - - 8:38 8:41 8:45 16G 8:30 8:36 8:40 8:44 8:46 - - 8:50 8:53 8:57 16G 8:43 8:49 8:53 8:57 8:59 - - 9:03 9:06 9:10 16G 8:57 9:03 9:07 9:11 9:13 - - 9:17 9:20 9:24 16G 9:10 9:16 9:21 9:26 9:28 - - 9:32 9:35 9:40 16G 9:25 9:31 9:36 9:41 9:43 - - 9:47 9:50 9:55 16G 9:40 9:46 9:51 9:56 9:58 - - 10:02 10:05 10:10 16G 9:55 10:01 10:06 10:11 10:13 - - 10:17 10:20 10:25 16G 10:10 10:16 10:21 10:26 10:28 - - 10:32 10:35 10:40 16G 10:25 10:31 10:36 10:41 10:43 - - 10:47 10:50 10:55 16G 10:40 10:46 10:51 10:56 10:58 - - 11:02 11:05 11:10 16G 10:55 11:01 11:06 11:11 11:13 - - 11:17 11:20 11:25 16G 11:10 11:16 11:21 11:26 11:28 - - 11:32 11:35 11:40 16G 11:25 11:31 11:36 11:41 11:43 - - 11:47 11:50 11:55 16G 11:40 11:46 11:51 11:56 11:58 - - 12:02 12:05 12:10 16G 11:55 12:01 12:06 12:11 12:13 - - 12:17 12:20 12:25

PM Service — Servicio vespertino 16G 12:10 12:16 12:21 12:26 12:28 - - 12:32 12:35 12:40 16G 12:25 12:31 12:36 12:41 12:43 - - 12:47 12:50 12:55 16G 12:40 12:46 12:51 12:56 12:58 - - 1:02 1:05 1:10 16G 12:55 1:01 1:06 1:11 1:13 - - 1:17 1:20 1:25 16G 1:10 1:16 1:21 1:26 1:28 - - 1:32 1:35 1:40 16G 1:25 1:31 1:36 1:41 1:43 - - 1:47 1:50 1:55 16G 1:40 1:46 1:51 1:57 1:59 - - 2:04 2:07 2:12 16G 1:55 2:01 2:06 2:12 2:14 - - 2:19 2:22 2:27 16G 2:10 2:16 2:21 2:27 2:29 - - 2:34 2:37 2:42 16G 2:25 2:31 2:36 2:42 2:44 - - 2:49 2:52 2:57 16G 2:40 2:46 2:51 2:57 2:59 - - 3:04 3:07 3:12 16G 2:55 3:01 3:06 3:12 3:14 - - 3:19 3:22 3:27 16G 3:10 3:16 3:21 3:27 3:29 - - 3:34 3:37 3:42 16G 3:22 3:28 3:33 3:39 3:41 - - 3:46 3:49 3:54 16G 3:34 3:40 3:45 3:51 3:53 - - 3:58 4:01 4:06 16G 3:44 3:50 3:55 4:01 4:03 - - 4:08 4:11 4:16

B-50

of 10


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.

Route Number

Pentagon City Columbia

Pike & Orme St.



Mason Dr.



Pike


Rd. (SKYLINE CITY)


Pike l


l


(COLUMBIA HTS WEST)

l


Westbound To Skyline City/Columbia Heights West

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

B-51

of 10


✱ — After 5:48 AM see westbound schedule for trip times through Co-lumbia 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 supplemen-tal schedule. On these holidays, all Saturday trips will operate.

Route Number

Carlin

Springs Rd. & Colum-bia Pike

✱

Greenbrier St. & 8th

Rd.✱


Columbia Pike &

Buchanan St.


Mason Dr.

Columbia Pike & Walter

Reed Dr.

Columbia Pike &

Orme St.

PENTA-GON CITY

PENTA-GON

Eastbound To Pentagon/Pentagon City stationsSaturday — En sábados

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 - 16G - - 8:49 8:51 8:53 8:57 9:01 9:06 - 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 - 16G - - 10:26 10:28 10:30 10:35 10:39 10:43 - 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 - 16G - - 11:11 11:13 11:15 11:20 11:24 11:28 - 16G - - 11:26 11:28 11:30 11:35 11:39 11:43 - 16G - - 11:41 11:43 11:45 11:50 11:54 11:58 - 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 - 16G - - 12:41 12:43 12:45 12:50 12:54 12:58 - 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 - 16G - - 1:28 1:30 1:32 1:37 1:41 1:45 - 16G - - 1:43 1:45 1:47 1:52 1:56 2:00 - 16G - - 1:58 2:00 2:02 2:07 2:11 2:15 - 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 - 16G - - 2:43 2:45 2:47 2:52 2:56 3:00 - 16G - - 2:58 3:00 3:02 3:07 3:11 3:15 - 16G - - 3:13 3:15 3:17 3:22 3:26 3:30 - 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 - 16G - - 4:43 4:45 4:47 4:52 4:56 5:00 - 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 - 16G - - 6:45 6:47 6:49 6:53 6:56 7:00 - 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 - 16G - - 8:00 8:02 8:04 8:08 8:11 8:15 - 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 -

B-52

of 10


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.

Route Number

Pentagon Pentagon

City Columbia Pike &

Orme St.


Reed Dr.


Mason Dr.

Columbia Pike &

Buchanan St.

Carlin Springs Rd. & Colum-bia Pike

l

Greenbrier St. &

8th Rd. l

Dinwiddie & 9th Sts.(COLUM-BIA HTS WEST)

l

Westbound To Columbia Heights WestSaturday — En sábados

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

B-53

of 10


Route Number


✱

Greenbrier St. & 8th

Rd. ✱


Columbia Pike &

Buchanan St.


Mason Dr.


Reed Dr.

Columbia Pike &

Orme St.

PENTA-GON CITY

PENTA-GON

✱ — After 6:21 AM see westbound schedule for trip times through Columbia Heights West.


Eastbound To Pentagon/Pentagon City stations

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 -

B-54

of 10


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.

Route Number

Pentagon Pentagon

City Columbia Pike &

Orme St.


Reed Dr.


Mason Dr.

Columbia Pike &

Buchanan St.


l

Greenbrier St. &

8th Rd. l

Dinwiddie & 9th Sts.(COLUM-BIA HTS WEST)

l


Westbound To Columbia Heights West

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

B-55

of 10















➤ El final de la ruta o la última parada del autobús aparece en letras MAYÚSCULAS en el horario.


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)

Effective 6-25-17

23A,B,TMcLean-Crystal City Line

B-56

of 10

CRYSTALCITY

ALEXANDRIA

SHIRLINGTON

McLEAN

CRYSTAL CITYSTATION

23rd ST

FERN S

T CRYSTAL D

R 18th ST20th STCLARK S

T

BELL ST

HAYES

ST

AR

LIN

GT

ON RID

GE RD

S. GLEBE RD

W. GLE

BE

RD

CUSTIS DR

MARTH

A

GUN

STON RD

QUINCY STRANDOLPH ST

AR

LIN

GTO

N M

ILL D

R

S. G

LEB

E R

D COLUMBIA PIKE (RT 244)

N. G

LE

BE

RD

ARLINGTON BLVD (RT 50)

KE

NM

OR

E S

T

SHIRLINGTON RD

RANDOLPH

ST

WILSON

BLVD

STUART ST

FAIRFAX DR

WASHINGTON BLVD

BALLSTON-MUSTATION

GL

EB

E R

D

LEE HWY (RT 29)

OL

D D

OM

INIO

N D

R

KIRBY RD

(RT

120

)

(RT 123)

GR

EAT

FA

LLS

ST

CHAIN BRIDGE RD

DOLLEY MADISION BLVD

GALLERIA DR

FASHION BLVD

LEE

SBUR

G P

IKE

INTE

RNATIO

NAL DR

JONES

BRANCH DR

I-395

23A,B23A,B

23A,B, T

SHOPTYSONSBLVD

CO

LS

HIR

E D

R

McLEANSTATION

CORNER LA

23A, 23T

23A,B, T

23A,B, T

WALTER REED DR

Legend


Terminal Stands





Guaranteed Ride HomeWhen 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, callCommuter Connection at 1-800-745-RIDE.

(2/97)

SHIRLINGTON TRANSIT CENTER

TYSONSCORNERCENTER

23A,T

23A,T

B-57

of 10



Westbound to Ballston/Tysons Corner Center

RouteNumber

Bell & 18th Sts.(Crystal

City)

23rd & Hayes Sts. E/B (Linden

Resources)

23rd&

FernSts.

ArlingtonRidge

&S. Glebe

Rds.

Shirling-ton Transit

Center

S. GlebeRd.&

ColumbiaPike

BALLSTON-MU

N.GlebeRd. &Lee

Hwy.

OldDominion

Dr. &KirbyRd.

OldDominion

Dr. &Corner

La.

McLean

TySONSCORNERCENTER

AM Service — Servicio matutino 23T - - - - 5:32 5:42 5:52 5:59 6:06 6:10 6:18 6:23 23B 5:26 - 5:31 5:35 5:44 5:54 6:04 - - - - - 23T - - - - 5:58 6:08 6:18 6:25 6:32 6:36 6:44 6:49 23B 5:52 - 5:57 6:01 6:10 6:20 6:32 - - - - - 23T - - - - 6:22 6:32 6:44 6:52 7:00 7:05 7:13 7:18 23B 6:16 - 6:21 6:25 6:34 6:44 6:56 - - - - - 23T - - - - 6:46 6:56 7:08 7:16 7:24 7:29 7:37 7:42 23B 6:40 - 6:45 6:49 6:58 7:08 7:20 - - - - - 23T - - - - 7:10 7:20 7:32 7:40 7:48 7:53 8:01 8:06 23B 7:02 - 7:07 7:11 7:21 7:34 7:47 - - - - - 23T - - - - 7:32 7:45 7:58 8:08 8:17 8:22 8:31 8:37 23B 7:25 - 7:30 7:34 7:44 7:57 8:10 - - - - - 23T - - - - 7:56 8:09 8:22 8:32 8:41 8:46 8:55 9:01 23B 7:50 - 7:55 7:59 8:09 8:21 8:33 - - - - - 23T - - - - 8:21 8:33 8:45 8:55 9:03 9:08 9:17 9:23 23B 8:17 - 8:22 8:26 8:36 8:48 9:00 - - - - - 23T - - - - 8:51 9:03 9:15 9:25 9:33 9:38 9:47 9:53 23B 8:45 - 8:50 8:54 9:04 9:16 9:27 - - - - - 23T - - - - 9:18 9:30 9:41 9:49 9:56 10:01 10:09 10:14 23B 9:14 - 9:19 9:23 9:33 9:45 9:56 - - - - - 23T - - - - 9:48 10:00 10:11 10:19 10:26 10:31 10:39 10:44 23B 9:45 - 9:50 9:54 10:03 10:14 10:25 - - - - - 23T - - - - 10:18 10:29 10:40 10:48 10:55 10:59 11:07 11:12 23B 10:15 - 10:20 10:24 10:33 10:44 10:55 - - - - - 23T - - - - 10:48 10:59 11:10 11:18 11:25 11:29 11:37 11:42 23B 10:45 - 10:50 10:54 11:03 11:14 11:25 - - - - - 23T - - - - 11:18 11:29 11:40 11:48 11:55 11:59 12:07 12:12 23B 11:15 - 11:20 11:24 11:33 11:44 11:55 - - - - - 23T - - - - 11:48 11:59 12:10 12:18 12:25 12:29 12:37 12:42 23B 11:45 - 11:50 11:54 12:03 12:14 12:25 - - - - -

B-58

of 10




RouteNumber


City)

23rd & Hayes Sts. E/B (Linden

Resources)

23rd&

FernSts.

ArlingtonRidge

&S. Glebe

Rds.


Center

S. GlebeRd.&

ColumbiaPike

BALLSTON-MU

N.GlebeRd. &Lee

Hwy.

OldDominion

Dr. &KirbyRd.

OldDominion

Dr. &Corner

La.

McLean

TySONSCORNERCENTER

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 - - - - - 23T - - - - 2:49 3:00 3:12 3:20 3:27 3:32 3:40 3:45 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 - - - - - 23T - - - - 5:06 5:18 5:30 5:39 5:48 5:53 6:04 6:10 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 - - - - - 23T - - - - 6:48 7:00 7:12 7:21 7:29 7:33 7:44 7:50 23B 6:44 - 6:49 6:54 7:03 7:13 7:23 - - - - - 23T - - - - 7:18 7:28 7:38 7:46 7:53 7:57 8:05 8:10 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 - - - -


B-59

of 10



RouteNumber

TysonsCorner Center

McLean

OldDominion

Dr. &Corner

La.

OldDominion

Dr. &KirbyRd.

N.GlebeRd. &Lee

Hwy.

BALLSTON-MU

S. GlebeRd.&

ColumbiaPike

SHiRLiNGTON Transit Center

ArlingtonRidge

&S. Glebe

Rds.

23rd&

FernSts.

Bell & 18th Sts.(CRySTAL

CiTy)

Eastbound To Shirlington/Crystal City

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

B-60

of 10



RouteNumber

TysonsCorner Center

McLean

OldDominion

Dr. &Corner

La.

OldDominion

Dr. &KirbyRd.

N.GlebeRd. &Lee

Hwy.

BALLSTON-MU

S. GlebeRd.&

ColumbiaPike

SHiRLiNGTON Transit Center

ArlingtonRidge

&S. Glebe

Rds.

23rd&

FernSts.


CiTy)

Eastbound To Shirlington/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 - - - 23B - - - - - 12:52 1:05 1:15 1:25 1:29 1:35 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 - - - 23B - - - - - 2:22 2:36 2:46 2:58 3:02 3:08 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 - - - 23B - - - - - 3:22 3:36 3:46 3:58 4:02 4:08 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 23T 3:57 4:05 4:12 4:17 4:26 4:32 4:47 4:58 - - - 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 - - - 23B - - - - - 5:34 5:48 5:58 6:10 6:14 6:19 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 23T 6:08 6:15 6:20 6:24 6:31 6:36 6:48 6:57 - - - 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 23T 7:38 7:45 7:50 7:54 8:01 8:06 8:18 8:27 - - - 23B - - - - - 8:21 8:33 8:42 8:52 8:56 9:01 23T 8:08 8:15 8:20 8:24 8:31 8:36 8:48 8:57 - - - 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


B-61

of 10



RouteNumber


City)23rd

&FernSts.

ArlingtonRidge

&S. Glebe

Rds.


Center

S. GlebeRd.&

ColumbiaPike

BALLSTON-MU

N.GlebeRd. &Lee

Hwy.

OldDominion

Dr. &KirbyRd.

OldDominion

Dr. &Corner

La.

McLean TySONSCORNERCENTER


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 - - - - - 23T - - - 8:16 8:25 8:37 8:42 8:48 8:52 9:00 9:05 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 - - - - - 23T - - - 10:18 10:28 10:40 10:46 10:53 10:57 11:05 11:10 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 - - - -

B-62

of 10



RouteNumber

Tysons CornerCenter

McLean

OldDominion

Dr. &Corner

La.

OldDominion

Dr. &KirbyRd.

N.GlebeRd. &Lee

Hwy.

Ballston-MU

S. GlebeRd.&

ColumbiaPike

SHiRLiNG-TON

Transit Center

ArlingtonRidge

&S. Glebe

Rds.

23rd&

FernSts.


CiTy)

Eastbound to Shirlington/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 23T 7:40 7:46 7:52 7:56 8:02 8:06 8:17 8:25 - - - 23B - - - - - 8:21 8:32 8:40 8:50 8:54 8:59 23T 8:10 8:16 8:22 8:26 8:32 8:36 8:47 8:55 - - - 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 - - - 23B - - - - - 9:21 9:32 9:40 9:50 9:54 9:59 23T 9:10 9:16 9:22 9:26 9:32 9:36 9:47 9:55 - - - 23B - - - - - 9:51 10:02 10:10 10:20 10:24 10:29 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

B-63

of 10



RouteNumber

Bell & 18th Sts.

(CrystalCity)

23rd&

FernSts.

ArlingtonRidge

&S. Glebe

Rds.


Center

S. GlebeRd.&

ColumbiaPike

BALLSTON-MU

N.GlebeRd. &Lee

Hwy.

OldDominion

Dr. &KirbyRd.

OldDominion

Dr. &Corner

La.

McLean TySONSCORNERCENTER


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

B-64

of 10



RouteNumber

TysonsCornerCenter

McLean

OldDominion

Dr. &Corner

La.

OldDominion

Dr. &KirbyRd.

N.GlebeRd. &Lee

Hwy.

Ballston-MU

S. GlebeRd.&

ColumbiaPike

SHiRLiNG-TON

Transit Center

ArlingtonRidge

&S. Glebe

Rds.

23rd&

FernSts.

Bell & 18th Sts.

(CRySTAL CiTy)

Eastbound to Shirlington/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

B-65

12/19/2017 chrome-extension://nlipoenfbbikpbjkfpfillcgkoblgpmj/edit.html

chrome-extension://nlipoenfbbikpbjkfpfillcgkoblgpmj/edit.html 1/3B-66


APPENDIX C PEAK HOUR VEHICULAR, PEDESTRIAN, & BICYCLE COUNTS

Westmont Shopping Center South Glebe Road - 1207298 Thursday South Glebe Road - 120S.Glebe Rd. & 7th Street S. clear 7th Street SouthArlington County,VA Amela & Teuta 7th Street South

aganNorth East

& & TotalRight Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West

AM 15 Minute Volumes7:00 AM - 7:15 AM 2 101 9 112 3 1 5 9 5 346 1 352 3 9 8 20 464 29 4937:15 AM - 7:30 AM 5 132 15 152 24 2 2 28 11 375 1 387 2 14 34 50 539 78 6177:30 AM - 7:45 AM 5 172 20 197 19 7 1 27 13 392 0 405 2 29 58 89 602 116 7187:45 AM - 8:00 AM 6 198 24 228 29 11 0 40 20 383 3 406 3 39 42 84 634 124 7588:00 AM - 8:15 AM 7 169 13 189 17 12 3 32 27 357 0 384 2 46 30 78 573 110 6838:15 AM - 8:30 AM 3 172 9 184 10 8 1 19 26 362 1 389 1 36 26 63 573 82 6558:30 AM - 8:45 AM 4 166 12 182 16 3 2 21 28 323 2 353 2 21 22 45 535 66 6018:45 AM - 9:00 AM 10 180 12 202 14 3 3 20 26 353 2 381 4 12 20 36 583 56 6399:00 AM - 9:15 AM 5 151 8 164 17 6 10 33 9 315 1 325 2 10 16 28 489 61 5509:15 AM - 9:30 AM 0 152 4 156 10 7 2 19 7 318 4 329 2 4 12 18 485 37 5229:30 AM - 9:45 AM 5 168 8 181 17 4 1 22 7 315 1 323 0 10 11 21 504 43 5479:45 AM - 10:00 AM 5 161 9 175 6 2 2 10 0 282 0 282 2 5 12 19 457 29 486Total 57 1922 143 2122 182 66 32 280 179 4121 16 4316 25 235 291 551 6438 831 7269AM One Hour Volumes7:00 AM - 8:00 AM 18 603 68 689 0.76 75 21 8 104 0.65 49 1496 5 1550 0.95 10 91 142 243 0.68 2239 347 25867:15 AM - 8:15 AM 23 671 72 766 0.84 89 32 6 127 0.79 71 1507 4 1582 0.97 9 128 164 301 0.85 2348 428 27767:30 AM - 8:30 AM 21 711 66 798 0.88 75 38 5 118 0.74 86 1494 4 1584 0.98 8 150 156 314 0.88 2382 432 28147:45 AM - 8:45 AM 20 705 58 783 0.86 72 34 6 112 0.70 101 1425 6 1532 0.94 8 142 120 270 0.80 2315 382 26978:00 AM - 9:00 AM 24 687 46 757 0.94 57 26 9 92 0.72 107 1395 5 1507 0.97 9 115 98 222 0.71 2264 314 25788:15 AM - 9:15 AM 22 669 41 732 0.91 57 20 16 93 0.70 89 1353 6 1448 0.93 9 79 84 172 0.68 2180 265 24458:30 AM - 9:30 AM 19 649 36 704 0.87 57 19 17 93 0.70 70 1309 9 1388 0.91 10 47 70 127 0.71 2092 220 23128:45 AM - 9:45 AM 20 651 32 703 0.87 58 20 16 94 0.71 49 1301 8 1358 0.89 8 36 59 103 0.72 2061 197 22589:00 AM - 10:00 AM 15 632 29 676 0.93 50 19 15 84 0.64 23 1230 6 1259 0.96 6 29 51 86 0.77 1935 170 2105PM 15 Minute Volumes4:00 PM - 4:15 PM 6 253 13 272 13 9 7 29 3 164 1 168 1 4 9 14 440 43 4834:15 PM - 4:30 PM 9 303 12 324 9 14 5 28 5 199 1 205 0 11 12 23 529 51 5804:30 PM - 4:45 PM 4 301 9 314 11 21 5 37 5 199 0 204 2 3 8 13 518 50 5684:45 PM - 5:00 PM 8 320 6 334 10 12 10 32 12 187 3 202 0 5 11 16 536 48 5845:00 PM - 5:15 PM 11 309 12 332 15 23 5 43 7 205 1 213 1 3 8 12 545 55 6005:15 PM - 5:30 PM 10 277 16 303 12 20 4 36 5 208 1 214 1 13 9 23 517 59 5765:30 PM - 5:45 PM 9 312 17 338 13 19 8 40 6 236 1 243 5 8 12 25 581 65 6465:45 PM - 6:00 PM 12 307 11 330 15 25 3 43 12 242 3 257 2 9 12 23 587 66 6536:00 PM - 6:15 PM 12 233 11 256 13 17 4 34 10 197 1 208 1 10 4 15 464 49 5136:15 PM - 6:30 PM 4 265 17 286 9 6 7 22 16 193 0 209 2 12 10 24 495 46 5416:30 PM - 6:45 PM 3 236 13 252 9 13 6 28 11 204 2 217 2 6 9 17 469 45 5146:45 PM - 7:00 PM 5 232 9 246 10 13 3 26 17 185 1 203 1 2 6 9 449 35 484Total 93 3348 146 3587 139 192 67 398 109 2419 15 2543 18 86 110 214 6130 612 6742PM One Hour Volumes4:00 PM - 5:00 PM 27 1177 40 1244 0.93 43 56 27 126 0.85 25 749 5 779 0.95 3 23 40 66 0.72 2023 192 22154:15 PM - 5:15 PM 32 1233 39 1304 0.98 45 70 25 140 0.81 29 790 5 824 0.97 3 22 39 64 0.70 2128 204 23324:30 PM - 5:30 PM 33 1207 43 1283 0.96 48 76 24 148 0.86 29 799 5 833 0.97 4 24 36 64 0.70 2116 212 23284:45 PM - 5:45 PM 38 1218 51 1307 0.97 50 74 27 151 0.88 30 836 6 872 0.90 7 29 40 76 0.76 2179 227 24065:00 PM - 6:00 PM 42 1205 56 1303 0.96 55 87 20 162 0.94 30 891 6 927 0.90 9 33 41 83 0.83 2230 245 24755:15 PM - 6:15 PM 43 1129 55 1227 0.91 53 81 19 153 0.89 33 883 6 922 0.90 9 40 37 86 0.86 2149 239 23885:30 PM - 6:30 PM 37 1117 56 1210 0.89 50 67 22 139 0.81 44 868 5 917 0.89 10 39 38 87 0.87 2127 226 23535:45 PM - 6:45 PM 31 1041 52 1124 0.85 46 61 20 127 0.74 49 836 6 891 0.87 7 37 35 79 0.82 2015 206 22216:00 PM - 7:00 PM 24 966 50 1040 0.91 41 49 20 110 0.81 54 779 4 837 0.96 6 30 29 65 0.68 1877 175 2052

WEATHER:

Wells + Associates, Inc.McLean, Virginia

Turning Movement Count - All Vehicles

PROJECT: SOUTHBOUND ROAD: 9/14/2017DATE:

Westbound Northbound Eastbound7th Street South South Glebe Road - 120

W+A JOB NO: INTERSECTION:

NORTHBOUND ROAD: WESTBOUND ROAD:

DAY:

PeriodSouth Glebe Road - 120

LOCATION: EASTBOUND ROAD: COUNTED BY: INPUTED BY:

Time 7th Street SouthSouthbound

C-1

Westmont Shopping Center DATE: South Glebe Road - 1207298 DAY: Thursday South Glebe Road - 120S.Glebe Rd. & 7th Street S. WEATHER: clear 7th Street SouthArlington County,VA COUNTED BY: Teuta 7th Street South

INPUTED BY: aganNorth East

& & TotalRight Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West

AM 15 Minute Volumes7:00 AM - 7:15 AM 0 2 2 0 1 1 0 3 37:15 AM - 7:30 AM 1 1 1 1 0 2 2 1 3 47:30 AM - 7:45 AM 0 1 1 0 0 0 1 17:45 AM - 8:00 AM 0 3 3 0 3 3 0 6 68:00 AM - 8:15 AM 0 0 0 0 0 0 08:15 AM - 8:30 AM 0 1 1 0 2 2 0 3 38:30 AM - 8:45 AM 0 0 0 0 0 0 08:45 AM - 9:00 AM 0 0 0 1 1 0 1 19:00 AM - 9:15 AM 0 1 1 0 0 0 1 19:15 AM - 9:30 AM 0 0 0 3 3 0 3 39:30 AM - 9:45 AM 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 2 2 0 1 1 0 3 3Total 0 1 0 1 0 9 2 11 0 0 0 0 0 13 0 13 1 24 25AM One Hour Volumes7:00 AM - 8:00 AM 0 1 0 1 0 5 2 7 0 0 0 0 0 6 0 6 1 13 147:15 AM - 8:15 AM 0 1 0 1 0 3 2 5 0 0 0 0 0 5 0 5 1 10 117:30 AM - 8:30 AM 0 0 0 0 0 4 1 5 0 0 0 0 0 5 0 5 0 10 107:45 AM - 8:45 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 5 0 5 0 9 98:00 AM - 9:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 0 4 48:15 AM - 9:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 3 0 5 58:30 AM - 9:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 4 0 4 0 5 58:45 AM - 9:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 4 0 4 0 5 59:00 AM - 10:00 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 4 0 7 7PM 15 Minute Volumes4:00 PM - 4:15 PM 1 1 1 1 2 1 1 0 2 2 44:15 PM - 4:30 PM 0 1 1 0 0 0 1 14:30 PM - 4:45 PM 0 1 1 0 0 0 1 14:45 PM - 5:00 PM 0 0 0 0 0 0 05:00 PM - 5:15 PM 0 1 1 1 1 1 1 1 2 35:15 PM - 5:30 PM 1 1 0 0 0 1 0 15:30 PM - 5:45 PM 0 1 1 0 0 0 1 15:45 PM - 6:00 PM 0 1 1 0 0 0 1 16:00 PM - 6:15 PM 0 2 1 3 1 1 0 1 3 46:15 PM - 6:30 PM 0 0 1 1 0 1 0 16:30 PM - 6:45 PM 0 0 0 0 0 0 06:45 PM - 7:00 PM 0 1 1 1 1 2 2 1 3 4Total 2 0 0 2 1 8 2 11 1 4 0 5 0 2 1 3 7 14 21PM One Hour Volumes4:00 PM - 5:00 PM 1 0 0 1 1 2 1 4 0 1 0 1 0 0 0 0 2 4 64:15 PM - 5:15 PM 0 0 0 0 1 2 0 3 0 1 0 1 0 0 1 1 1 4 54:30 PM - 5:30 PM 1 0 0 1 1 1 0 2 0 1 0 1 0 0 1 1 2 3 54:45 PM - 5:45 PM 1 0 0 1 0 2 0 2 0 1 0 1 0 0 1 1 2 3 55:00 PM - 6:00 PM 1 0 0 1 0 3 0 3 0 1 0 1 0 0 1 1 2 4 65:15 PM - 6:15 PM 1 0 0 1 0 4 1 5 0 1 0 1 0 0 0 0 2 5 75:30 PM - 6:30 PM 0 0 0 0 0 4 1 5 1 1 0 2 0 0 0 0 2 5 75:45 PM - 6:45 PM 0 0 0 0 0 3 1 4 1 1 0 2 0 0 0 0 2 4 66:00 PM - 7:00 PM 0 0 0 0 0 3 1 4 1 2 0 3 0 2 0 2 3 6 9

WESTBOUND ROAD: EASTBOUND ROAD:

PROJECT:

7th Street SouthNorthbound

7th Street South


Time

Turning Movement Count - Bicycles

9/14/2017 SOUTHBOUND ROAD: NORTHBOUND ROAD: W+A JOB NO:

INTERSECTION: LOCATION:


EastboundSouthboundSouth Glebe Road - 120

Westbound

C-2

Westmont Shopping Center 7298S.Glebe Rd. & 7th Street S. 1Arlington County,VA 2

8 4Thursday 7 3clear 5Amela 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 TotalAM 15 Minute Volumes7:00 AM - 7:15 AM 1 37:15 AM - 7:30 AM 2 1 17:30 AM - 7:45 AM 3 2 17:45 AM - 8:00 AM 2 5 18:00 AM - 8:15 AM 3 3 28:15 AM - 8:30 AM 1 2 18:30 AM - 8:45 AM 1 2 3 3 38:45 AM - 9:00 AM 2 3 4 39:00 AM - 9:15 AM 1 3 4 1 19:15 AM - 9:30 AM 8 6 3 29:30 AM - 9:45 AM 29:45 AM - 10:00 AM 2 2 3 2Total 3 6 10 4 20 24 20 11AM One Hour Volumes7:00 AM - 8:00 AM 0 0 4 4 0 7 6 1 0 8 7 7 227:15 AM - 8:15 AM 0 0 3 4 0 10 6 3 0 7 10 9 267:30 AM - 8:30 AM 1 0 3 2 2 10 6 2 1 5 12 8 267:45 AM - 8:45 AM 2 2 0 2 2 11 8 5 4 2 13 13 328:00 AM - 9:00 AM 2 4 3 0 6 9 7 5 6 3 15 12 368:15 AM - 9:15 AM 3 4 6 0 10 6 5 4 7 6 16 9 388:30 AM - 9:30 AM 2 4 6 0 16 12 7 6 6 6 28 13 538:45 AM - 9:45 AM 1 4 6 0 16 9 4 3 5 6 25 7 439:00 AM - 10:00 AM 1 2 3 0 14 8 7 5 3 3 22 12 40PM 15 Minute Volumes4:00 PM - 4:15 PM 2 24:15 PM - 4:30 PM 1 1 2 3 3 44:30 PM - 4:45 PM 1 3 4 4 34:45 PM - 5:00 PM 1 4 5 35:00 PM - 5:15 PM 2 2 25:15 PM - 5:30 PM 4 1 1 1 25:30 PM - 5:45 PM 4 2 15:45 PM - 6:00 PM 5 1 4 3 26:00 PM - 6:15 PM 4 5 2 4 16:15 PM - 6:30 PM 1 2 3 6 3 1 26:30 PM - 6:45 PM 2 1 4 7 2 4 46:45 PM - 7:00 PM 3 5 3 1 2Total 4 3 26 3 38 28 27 26PM One Hour Volumes4:00 PM - 5:00 PM 1 0 1 2 9 14 9 10 1 3 23 19 464:15 PM - 5:15 PM 1 0 3 2 9 12 9 12 1 5 21 21 484:30 PM - 5:30 PM 0 0 7 2 8 9 7 10 0 9 17 17 434:45 PM - 5:45 PM 0 0 7 1 9 5 5 8 0 8 14 13 355:00 PM - 6:00 PM 0 0 11 1 6 4 8 7 0 12 10 15 375:15 PM - 6:15 PM 0 0 13 1 11 6 10 6 0 14 17 16 475:30 PM - 6:30 PM 1 2 12 0 16 9 10 6 3 12 25 16 565:45 PM - 6:45 PM 3 3 16 0 19 11 12 9 6 16 30 21 736:00 PM - 7:00 PM 3 3 14 0 23 10 10 9 6 14 33 19 72

North

7th

Stre

et S

outh

DATE:

WEATHER:

South Glebe Road - 120

Period

INTERSECTION:

9/14/2017LOCATION:

Time

INPUTED BY:


Pedestrian Volume Survey

PROJECT: W+A JOB NO:

Movement

COUNTED BY: South Glebe Road - 120

DAY:

7th

Stre

et S

outh

C-3

Westmont Shopping Center S Glebe Rd7298 Wednesday S Glebe RdS Glebe Rd & 9th Street S clear 9th Street SArlington Laura 9th Street S

JoseNorth East



PeriodS Glebe Rd


Time 9th Street SSouthbound Westbound Northbound Eastbound

9th Street S S Glebe Rd



DAY: WEATHER:




C-4

Westmont Shopping Center DATE: S Glebe Rd7298 DAY: Wednesday S Glebe RdS Glebe Rd & 9th Street S WEATHER: clear 9th Street SArlington COUNTED BY: Laura 9th Street S

INPUTED BY: JoseNorth East


AM 15 Minute Volumes7:00 AM - 7:15 AM 0 0 1 1 0 1 0 17:15 AM - 7:30 AM 0 0 0 0 0 0 07:30 AM - 7:45 AM 0 0 2 2 0 2 0 27:45 AM - 8:00 AM 0 0 0 1 1 0 1 18:00 AM - 8:15 AM 0 0 0 0 0 0 08:15 AM - 8:30 AM 0 0 0 0 0 0 08:30 AM - 8:45 AM 1 1 0 0 0 1 0 18:45 AM - 9:00 AM 0 0 0 0 0 0 09:00 AM - 9:15 AM 1 1 0 0 0 1 0 19:15 AM - 9:30 AM 0 0 0 0 0 0 09:30 AM - 9:45 AM 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 0 0 0 0 0 0Total 0 2 0 2 0 0 0 0 0 3 0 3 1 0 0 1 5 1 6AM One Hour Volumes7:00 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 3 0 3 1 0 0 1 3 1 47:15 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 2 0 2 1 0 0 1 2 1 37:30 AM - 8:30 AM 0 0 0 0 0 0 0 0 0 2 0 2 1 0 0 1 2 1 37:45 AM - 8:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 1 1 28:00 AM - 9:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 18:15 AM - 9:15 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 28:30 AM - 9:30 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 28:45 AM - 9:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 19:00 AM - 10:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1PM 15 Minute Volumes4:00 PM - 4:15 PM 0 0 0 0 0 0 04:15 PM - 4:30 PM 0 0 0 0 0 0 04:30 PM - 4:45 PM 1 1 0 1 1 0 2 0 24:45 PM - 5:00 PM 0 0 0 0 0 0 05:00 PM - 5:15 PM 0 0 1 1 2 2 1 2 35:15 PM - 5:30 PM 1 1 0 0 0 1 0 15:30 PM - 5:45 PM 0 0 2 2 1 1 2 1 35:45 PM - 6:00 PM 0 0 0 0 0 0 06:00 PM - 6:15 PM 1 1 0 0 0 1 0 16:15 PM - 6:30 PM 0 0 0 0 0 0 06:30 PM - 6:45 PM 0 0 0 0 0 0 06:45 PM - 7:00 PM 0 0 0 0 0 0 0Total 0 3 0 3 0 0 0 0 0 4 0 4 3 0 0 3 7 3 10PM One Hour Volumes4:00 PM - 5:00 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 24:15 PM - 5:15 PM 0 1 0 1 0 0 0 0 0 2 0 2 2 0 0 2 3 2 54:30 PM - 5:30 PM 0 2 0 2 0 0 0 0 0 2 0 2 2 0 0 2 4 2 64:45 PM - 5:45 PM 0 1 0 1 0 0 0 0 0 3 0 3 3 0 0 3 4 3 75:00 PM - 6:00 PM 0 1 0 1 0 0 0 0 0 3 0 3 3 0 0 3 4 3 75:15 PM - 6:15 PM 0 2 0 2 0 0 0 0 0 2 0 2 1 0 0 1 4 1 55:30 PM - 6:30 PM 0 1 0 1 0 0 0 0 0 2 0 2 1 0 0 1 3 1 45:45 PM - 6:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 16:00 PM - 7:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1

PeriodS Glebe Rd

EastboundSouthboundS Glebe Rd

Westbound


Time





PROJECT:

9th Street SNorthbound

9th Street S

C-5

Westmont Shopping Center7298S Glebe Rd & 9th Street S 1Arlington 2

8 4Wednesday 7 3clear 5Laura 6Jose

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 TotalAM 15 Minute Volumes7:00 AM - 7:15 AM 27:15 AM - 7:30 AM 1 3 1 17:30 AM - 7:45 AM 1 1 1 17:45 AM - 8:00 AM 2 18:00 AM - 8:15 AM 4 18:15 AM - 8:30 AM 1 18:30 AM - 8:45 AM 18:45 AM - 9:00 AM 19:00 AM - 9:15 AM 1 3 19:15 AM - 9:30 AM 2 1 29:30 AM - 9:45 AM 2 1 39:45 AM - 10:00 AMTotal 0 0 7 11 2 4 7 9AM One Hour Volumes7:00 AM - 8:00 AM 0 0 1 6 1 3 2 2 0 7 4 4 157:15 AM - 8:15 AM 0 0 5 4 1 4 2 2 0 9 5 4 187:30 AM - 8:30 AM 0 0 5 3 1 1 2 2 0 8 2 4 147:45 AM - 8:45 AM 0 0 4 3 1 1 1 1 0 7 2 2 118:00 AM - 9:00 AM 0 0 4 2 0 1 1 1 0 6 1 2 98:15 AM - 9:15 AM 0 0 0 3 0 0 4 2 0 3 0 6 98:30 AM - 9:30 AM 0 0 0 5 0 0 4 3 0 5 0 7 128:45 AM - 9:45 AM 0 0 2 4 1 0 4 6 0 6 1 10 179:00 AM - 10:00 AM 0 0 2 3 1 0 4 6 0 5 1 10 16PM 15 Minute Volumes4:00 PM - 4:15 PM 1 14:15 PM - 4:30 PM 1 1 14:30 PM - 4:45 PM 1 1 24:45 PM - 5:00 PM 1 15:00 PM - 5:15 PM 2 15:15 PM - 5:30 PM 1 1 15:30 PM - 5:45 PM 2 1 15:45 PM - 6:00 PM 6 2 1 16:00 PM - 6:15 PM 2 1 26:15 PM - 6:30 PM 1 1 1 16:30 PM - 6:45 PM 2 26:45 PM - 7:00 PM 3 6 1 1Total 0 0 17 18 3 2 6 9PM One Hour Volumes4:00 PM - 5:00 PM 0 0 2 3 0 0 2 4 0 5 0 6 114:15 PM - 5:15 PM 0 0 4 3 0 0 2 3 0 7 0 5 124:30 PM - 5:30 PM 0 0 4 2 0 0 3 3 0 6 0 6 124:45 PM - 5:45 PM 0 0 3 4 1 0 3 1 0 7 1 4 125:00 PM - 6:00 PM 0 0 9 5 1 1 2 2 0 14 2 4 205:15 PM - 6:15 PM 0 0 9 5 1 1 2 4 0 14 2 6 225:30 PM - 6:30 PM 0 0 9 6 1 2 2 3 0 15 3 5 235:45 PM - 6:45 PM 0 0 9 6 2 2 1 3 0 15 4 4 236:00 PM - 7:00 PM 0 0 6 10 2 1 2 3 0 16 3 5 24




Movement

COUNTED BY: S Glebe Rd

DAY:

9th

Stre

et S

Period

INTERSECTION:

11/1/2017LOCATION:

Time

INPUTED BY:

North

9th

Stre

et S

DATE:

WEATHER:

S Glebe Rd

C-6

Westmont Shopping Center S Highland St7298 Wednesday S Highland StS Highland St & 9th Street S clear 9th Street SArlington Victor 9th Street S

JoseNorth East



PeriodS Highland St


Time 9th Street SSouthbound Westbound Northbound Eastbound

9th Street S S Highland St



DAY: WEATHER:




C-7

Westmont Shopping Center DATE: S Highland St7298 DAY: Wednesday S Highland StS Highland St & 9th Street S WEATHER: clear 9th Street SArlington COUNTED BY: Victor 9th Street S



AM 15 Minute Volumes7:00 AM - 7:15 AM 0 0 1 1 0 1 0 17:15 AM - 7:30 AM 0 0 0 0 0 0 07:30 AM - 7:45 AM 0 0 2 2 0 2 0 27:45 AM - 8:00 AM 0 0 0 0 0 0 08:00 AM - 8:15 AM 0 0 0 1 1 0 1 18:15 AM - 8:30 AM 0 0 0 0 0 0 08:30 AM - 8:45 AM 1 1 0 0 0 1 0 18:45 AM - 9:00 AM 0 0 0 0 0 0 09:00 AM - 9:15 AM 1 1 0 0 0 1 0 19:15 AM - 9:30 AM 0 0 0 0 0 0 09:30 AM - 9:45 AM 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 0 0 0 0 0 0Total 0 2 0 2 0 0 0 0 0 3 0 3 1 0 0 1 5 1 6AM One Hour Volumes7:00 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 3 0 37:15 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 2 0 2 1 0 0 1 2 1 37:30 AM - 8:30 AM 0 0 0 0 0 0 0 0 0 2 0 2 1 0 0 1 2 1 37:45 AM - 8:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 1 1 28:00 AM - 9:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 1 1 28:15 AM - 9:15 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 28:30 AM - 9:30 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 28:45 AM - 9:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 19:00 AM - 10:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1PM 15 Minute Volumes4:00 PM - 4:15 PM 0 0 0 0 0 0 04:15 PM - 4:30 PM 0 0 0 0 0 0 04:30 PM - 4:45 PM 1 1 0 1 1 0 2 0 24:45 PM - 5:00 PM 0 0 0 0 0 0 05:00 PM - 5:15 PM 0 0 1 1 2 2 1 2 35:15 PM - 5:30 PM 1 1 0 0 0 1 0 15:30 PM - 5:45 PM 0 0 0 1 1 0 1 15:45 PM - 6:00 PM 0 0 2 2 0 2 0 26:00 PM - 6:15 PM 1 1 0 0 0 1 0 16:15 PM - 6:30 PM 0 0 0 0 0 0 06:30 PM - 6:45 PM 0 0 0 0 0 0 06:45 PM - 7:00 PM 0 0 0 0 0 0 0Total 0 3 0 3 0 0 0 0 0 4 0 4 3 0 0 3 7 3 10PM One Hour Volumes4:00 PM - 5:00 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 24:15 PM - 5:15 PM 0 1 0 1 0 0 0 0 0 2 0 2 2 0 0 2 3 2 54:30 PM - 5:30 PM 0 2 0 2 0 0 0 0 0 2 0 2 2 0 0 2 4 2 64:45 PM - 5:45 PM 0 1 0 1 0 0 0 0 0 1 0 1 3 0 0 3 2 3 55:00 PM - 6:00 PM 0 1 0 1 0 0 0 0 0 3 0 3 3 0 0 3 4 3 75:15 PM - 6:15 PM 0 2 0 2 0 0 0 0 0 2 0 2 1 0 0 1 4 1 55:30 PM - 6:30 PM 0 1 0 1 0 0 0 0 0 2 0 2 1 0 0 1 3 1 45:45 PM - 6:45 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 0 36:00 PM - 7:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1

PeriodS Highland St

EastboundSouthboundS Highland St

Westbound


Time





PROJECT:

9th Street SNorthbound

9th Street S

C-8

Westmont Shopping Center7298S Highland St & 9th Street S 1Arlington 2

8 4Wednesday 7 3clear 5Victor 6Jose

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 TotalAM 15 Minute Volumes7:00 AM - 7:15 AM7:15 AM - 7:30 AM 5 6 17:30 AM - 7:45 AM 10 1 2 57:45 AM - 8:00 AM 1 8 18:00 AM - 8:15 AM 1 13 1 1 28:15 AM - 8:30 AM 1 6 2 28:30 AM - 8:45 AM 2 2 2 18:45 AM - 9:00 AM 2 3 2 29:00 AM - 9:15 AM 1 1 1 19:15 AM - 9:30 AM 3 1 19:30 AM - 9:45 AM 1 2 1 19:45 AM - 10:00 AM 3 1 2 1Total 4 4 56 13 3 12 14 0AM One Hour Volumes7:00 AM - 8:00 AM 0 1 23 7 1 3 5 0 1 30 4 5 407:15 AM - 8:15 AM 1 1 36 8 1 4 7 0 2 44 5 7 587:30 AM - 8:30 AM 1 2 37 2 1 5 9 0 3 39 6 9 577:45 AM - 8:45 AM 1 4 29 3 2 3 4 0 5 32 5 4 468:00 AM - 9:00 AM 3 3 24 3 1 5 6 0 6 27 6 6 458:15 AM - 9:15 AM 2 3 12 3 1 5 5 0 5 15 6 5 318:30 AM - 9:30 AM 2 2 9 4 2 3 3 0 4 13 5 3 258:45 AM - 9:45 AM 3 0 9 2 1 4 4 0 3 11 5 4 239:00 AM - 10:00 AM 1 0 9 3 1 4 3 0 1 12 5 3 21PM 15 Minute Volumes4:00 PM - 4:15 PM 2 2 5 24:15 PM - 4:30 PM 2 1 5 3 34:30 PM - 4:45 PM 3 6 4 2 44:45 PM - 5:00 PM 1 4 5 1 15:00 PM - 5:15 PM 1 2 2 3 1 35:15 PM - 5:30 PM 3 35:30 PM - 5:45 PM 1 2 2 35:45 PM - 6:00 PM 1 1 2 26:00 PM - 6:15 PM 4 1 36:15 PM - 6:30 PM 1 3 1 16:30 PM - 6:45 PM 4 2 16:45 PM - 7:00 PM 3 1 1 2Total 3 11 39 25 11 6 0 21PM One Hour Volumes4:00 PM - 5:00 PM 2 7 17 17 2 1 0 10 9 34 3 10 564:15 PM - 5:15 PM 3 7 17 15 3 1 0 11 10 32 4 11 574:30 PM - 5:30 PM 1 6 15 12 6 1 0 8 7 27 7 8 494:45 PM - 5:45 PM 1 4 11 10 4 1 0 7 5 21 5 7 385:00 PM - 6:00 PM 1 3 8 5 5 2 0 8 4 13 7 8 325:15 PM - 6:15 PM 0 1 10 3 4 2 0 8 1 13 6 8 285:30 PM - 6:30 PM 0 2 10 4 2 2 0 8 2 14 4 8 285:45 PM - 6:45 PM 0 1 12 2 4 3 0 5 1 14 7 5 276:00 PM - 7:00 PM 0 1 14 3 4 3 0 3 1 17 7 3 28




Movement

COUNTED BY: S Highland St

DAY:

9th

Stre

et S

Period

INTERSECTION:

11/1/2017LOCATION:

Time

INPUTED BY:

North

9th

Stre

et S

DATE:

WEATHER:

S Highland St

C-9

Westmont Shopping Center South Monroe Street7298 Thursday South Monroe StreetColumbia Pike & S. Monroe St. clear Columbia Pike - 244Arlington County,VA Gina & Irma Columbia Pike - 244

aganNorth East



WEATHER:




Westbound Northbound EastboundColumbia Pike - 244 South Monroe Street



DAY:

PeriodSouth Monroe Street


Time Columbia Pike - 244Southbound

C-10

Westmont Shopping Center DATE: South Monroe Street7298 DAY: Thursday South Monroe StreetColumbia Pike & S. Monroe St. WEATHER: clear Columbia Pike - 244Arlington County,VA COUNTED BY: Irma Columbia Pike - 244



AM 15 Minute Volumes7:00 AM - 7:15 AM 0 0 0 0 0 0 07:15 AM - 7:30 AM 0 0 1 1 1 1 1 1 27:30 AM - 7:45 AM 0 0 2 2 1 1 2 1 37:45 AM - 8:00 AM 0 0 1 1 2 3 3 2 3 58:00 AM - 8:15 AM 0 1 1 2 1 1 0 1 2 38:15 AM - 8:30 AM 0 0 2 2 0 2 0 28:30 AM - 8:45 AM 0 0 1 1 2 0 2 0 28:45 AM - 9:00 AM 0 1 1 0 1 1 0 2 29:00 AM - 9:15 AM 0 0 0 0 0 0 09:15 AM - 9:30 AM 0 0 0 1 1 0 1 19:30 AM - 9:45 AM 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 0 0 0 0 0 0Total 0 0 0 0 0 2 1 3 3 7 0 10 0 7 0 7 10 10 20AM One Hour Volumes7:00 AM - 8:00 AM 0 0 0 0 0 0 0 0 1 4 0 5 0 5 0 5 5 5 107:15 AM - 8:15 AM 0 0 0 0 0 1 1 2 2 4 0 6 0 5 0 5 6 7 137:30 AM - 8:30 AM 0 0 0 0 0 1 1 2 2 5 0 7 0 4 0 4 7 6 137:45 AM - 8:45 AM 0 0 0 0 0 1 1 2 3 4 0 7 0 3 0 3 7 5 128:00 AM - 9:00 AM 0 0 0 0 0 2 1 3 2 3 0 5 0 1 0 1 5 4 98:15 AM - 9:15 AM 0 0 0 0 0 1 0 1 1 3 0 4 0 1 0 1 4 2 68:30 AM - 9:30 AM 0 0 0 0 0 1 0 1 1 1 0 2 0 2 0 2 2 3 58:45 AM - 9:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 0 3 39:00 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1PM 15 Minute Volumes4:00 PM - 4:15 PM 0 0 0 1 1 0 1 14:15 PM - 4:30 PM 1 1 0 0 0 1 0 14:30 PM - 4:45 PM 0 0 1 1 1 1 1 1 24:45 PM - 5:00 PM 0 1 1 0 1 1 0 2 25:00 PM - 5:15 PM 0 0 0 1 1 0 1 15:15 PM - 5:30 PM 0 0 0 0 0 0 05:30 PM - 5:45 PM 0 0 0 0 0 0 05:45 PM - 6:00 PM 0 0 0 3 3 0 3 36:00 PM - 6:15 PM 1 1 1 1 0 3 3 1 4 56:15 PM - 6:30 PM 2 2 0 1 1 0 3 0 36:30 PM - 6:45 PM 0 0 0 2 2 0 2 26:45 PM - 7:00 PM 1 1 0 0 0 1 0 1Total 1 4 0 5 0 2 0 2 0 2 0 2 1 10 1 12 7 14 21PM One Hour Volumes4:00 PM - 5:00 PM 0 1 0 1 0 1 0 1 0 1 0 1 0 2 1 3 2 4 64:15 PM - 5:15 PM 0 1 0 1 0 1 0 1 0 1 0 1 1 2 0 3 2 4 64:30 PM - 5:30 PM 0 0 0 0 0 1 0 1 0 1 0 1 1 2 0 3 1 4 54:45 PM - 5:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 1 1 0 2 0 3 35:00 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 3 0 4 0 4 45:15 PM - 6:15 PM 0 1 0 1 0 1 0 1 0 0 0 0 0 6 0 6 1 7 85:30 PM - 6:30 PM 0 3 0 3 0 1 0 1 0 1 0 1 0 6 0 6 4 7 115:45 PM - 6:45 PM 0 3 0 3 0 1 0 1 0 1 0 1 0 8 0 8 4 9 136:00 PM - 7:00 PM 1 3 0 4 0 1 0 1 0 1 0 1 0 5 0 5 5 6 11


PROJECT:

Columbia Pike - 244Northbound

Columbia Pike - 244


Time




PeriodSouth Monroe Street

EastboundSouthboundSouth Monroe Street

Westbound

C-11

Westmont Shopping Center 7298Columbia Pike & S. Monroe St. 1Arlington County,VA 2

8 4Thursday 7 3clear 5Gina 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 TotalAM 15 Minute Volumes7:00 AM - 7:15 AM 2 1 2 5 27:15 AM - 7:30 AM 2 3 27:30 AM - 7:45 AM 3 2 2 1 27:45 AM - 8:00 AM 5 3 2 7 3 18:00 AM - 8:15 AM 1 2 4 1 38:15 AM - 8:30 AM 3 2 3 2 3 3 3 28:30 AM - 8:45 AM 1 1 2 18:45 AM - 9:00 AM 1 3 2 3 29:00 AM - 9:15 AM 3 1 2 2 3 39:15 AM - 9:30 AM 9 1 3 2 2 5 4 49:30 AM - 9:45 AM 5 19:45 AM - 10:00 AM 6 2 1 2 2 1Total 29 20 16 12 19 36 20 10AM One Hour Volumes7:00 AM - 8:00 AM 5 7 7 1 8 16 5 1 12 8 24 6 507:15 AM - 8:15 AM 6 7 7 4 7 14 3 1 13 11 21 4 497:30 AM - 8:30 AM 7 9 10 6 7 15 6 3 16 16 22 9 637:45 AM - 8:45 AM 5 7 8 6 7 15 7 3 12 14 22 10 588:00 AM - 9:00 AM 6 5 5 6 7 11 6 2 11 11 18 8 488:15 AM - 9:15 AM 8 5 3 3 8 10 9 5 13 6 18 14 518:30 AM - 9:30 AM 14 4 3 3 7 12 10 7 18 6 19 17 608:45 AM - 9:45 AM 13 9 3 3 6 10 10 7 22 6 16 17 619:00 AM - 10:00 AM 18 8 4 5 4 9 9 7 26 9 13 16 64PM 15 Minute Volumes4:00 PM - 4:15 PM 8 4 1 2 9 1 11 24:15 PM - 4:30 PM 1 3 1 5 3 7 44:30 PM - 4:45 PM 3 7 1 8 8 6 4 54:45 PM - 5:00 PM 15 5 6 2 1 7 2 45:00 PM - 5:15 PM 6 5 3 2 3 3 1 45:15 PM - 5:30 PM 7 3 5 1 7 9 5 45:30 PM - 5:45 PM 8 9 2 4 3 7 1 75:45 PM - 6:00 PM 13 1 3 2 9 7 2 116:00 PM - 6:15 PM 7 6 3 3 8 7 1 66:15 PM - 6:30 PM 6 2 8 1 6 6 2 86:30 PM - 6:45 PM 9 3 4 4 2 2 1 26:45 PM - 7:00 PM 2 2 1 4 3 3 6 4Total 84 48 40 34 64 61 43 61PM One Hour Volumes4:00 PM - 5:00 PM 26 17 11 13 23 17 24 15 43 24 40 39 1464:15 PM - 5:15 PM 24 18 13 13 17 19 14 17 42 26 36 31 1354:30 PM - 5:30 PM 31 20 15 13 19 25 12 17 51 28 44 29 1524:45 PM - 5:45 PM 36 22 16 9 14 26 9 19 58 25 40 28 1515:00 PM - 6:00 PM 34 18 13 9 22 26 9 26 52 22 48 35 1575:15 PM - 6:15 PM 35 19 13 10 27 30 9 28 54 23 57 37 1715:30 PM - 6:30 PM 34 18 16 10 26 27 6 32 52 26 53 38 1695:45 PM - 6:45 PM 35 12 18 10 25 22 6 27 47 28 47 33 1556:00 PM - 7:00 PM 24 13 16 12 19 18 10 20 37 28 37 30 132

North

Col

umbi

a Pi

ke -

244

DATE:

WEATHER:

South Monroe Street

Period

INTERSECTION:

9/14/2017LOCATION:

Time

INPUTED BY:




Movement

COUNTED BY: South Monroe Street

DAY:

Col

umbi

a Pi

ke -

244

C-12

Westmont Shopping Center South Glebe Road - 1207298 Thursday South Glebe Road - 120Columbia Pike & S.Glebe Rd. clear Columbia Pike - 244Arlington County,VA Muha,Laura & Amar Columbia Pike - 244

aganNorth East





Time Columbia Pike - 244Southbound Westbound Northbound Eastbound

Columbia Pike - 244 South Glebe Road - 120



DAY: WEATHER:




C-13

Westmont Shopping Center DATE: South Glebe Road - 1207298 DAY: Thursday South Glebe Road - 120Columbia Pike & S.Glebe Rd. WEATHER: clear Columbia Pike - 244Arlington County,VA COUNTED BY: Muha Columbia Pike - 244



AM 15 Minute Volumes7:00 AM - 7:15 AM 0 0 0 0 0 0 07:15 AM - 7:30 AM 1 1 0 0 1 1 1 1 27:30 AM - 7:45 AM 0 1 1 0 1 1 0 2 27:45 AM - 8:00 AM 0 0 0 1 1 0 1 18:00 AM - 8:15 AM 0 0 0 1 1 0 1 18:15 AM - 8:30 AM 0 0 0 0 0 0 08:30 AM - 8:45 AM 1 1 0 1 1 1 1 2 1 38:45 AM - 9:00 AM 0 0 0 1 1 0 1 19:00 AM - 9:15 AM 0 0 0 0 0 0 09:15 AM - 9:30 AM 0 0 0 1 1 0 1 19:30 AM - 9:45 AM 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 0 0 0 0 0 0Total 0 2 0 2 0 0 1 1 0 1 0 1 0 7 0 7 3 8 11AM One Hour Volumes7:00 AM - 8:00 AM 0 1 0 1 0 0 1 1 0 0 0 0 0 3 0 3 1 4 57:15 AM - 8:15 AM 0 1 0 1 0 0 1 1 0 0 0 0 0 4 0 4 1 5 67:30 AM - 8:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 3 0 3 0 4 47:45 AM - 8:45 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 3 0 3 2 3 58:00 AM - 9:00 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 3 0 3 2 3 58:15 AM - 9:15 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 2 0 2 2 2 48:30 AM - 9:30 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 3 0 3 2 3 58:45 AM - 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 2 29:00 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1PM 15 Minute Volumes4:00 PM - 4:15 PM 0 0 0 1 1 0 1 14:15 PM - 4:30 PM 0 0 0 0 0 0 04:30 PM - 4:45 PM 0 0 0 2 2 0 2 24:45 PM - 5:00 PM 0 0 0 0 0 0 05:00 PM - 5:15 PM 0 0 2 2 0 2 0 25:15 PM - 5:30 PM 1 1 2 2 1 1 0 2 2 45:30 PM - 5:45 PM 0 0 0 0 0 0 05:45 PM - 6:00 PM 0 0 1 1 1 1 1 1 26:00 PM - 6:15 PM 0 0 0 2 2 0 2 26:15 PM - 6:30 PM 0 0 0 0 0 0 06:30 PM - 6:45 PM 0 2 2 0 2 1 3 0 5 56:45 PM - 7:00 PM 0 2 2 2 2 0 2 2 4Total 0 1 0 1 0 6 0 6 2 4 0 6 0 8 1 9 7 15 22PM One Hour Volumes4:00 PM - 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 3 34:15 PM - 5:15 PM 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 2 2 2 44:30 PM - 5:30 PM 0 1 0 1 0 2 0 2 2 1 0 3 0 2 0 2 4 4 84:45 PM - 5:45 PM 0 1 0 1 0 2 0 2 2 1 0 3 0 0 0 0 4 2 65:00 PM - 6:00 PM 0 1 0 1 0 2 0 2 2 2 0 4 0 1 0 1 5 3 85:15 PM - 6:15 PM 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 3 5 85:30 PM - 6:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 3 0 3 1 3 45:45 PM - 6:45 PM 0 0 0 0 0 2 0 2 0 1 0 1 0 5 1 6 1 8 96:00 PM - 7:00 PM 0 0 0 0 0 4 0 4 0 2 0 2 0 4 1 5 2 9 11



Westbound


Time





PROJECT:


Columbia Pike - 244

C-14

Westmont Shopping Center 7298Columbia Pike & S.Glebe Rd. 1Arlington County,VA 2

8 4Thursday 7 3clear 5Laura 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 TotalAM 15 Minute Volumes7:00 AM - 7:15 AM 1 8 5 4 5 2 17:15 AM - 7:30 AM 1 7 6 1 6 3 37:30 AM - 7:45 AM 3 3 7 6 2 4 1 27:45 AM - 8:00 AM 2 14 6 10 3 4 28:00 AM - 8:15 AM 3 3 4 3 4 9 2 48:15 AM - 8:30 AM 3 2 2 1 98:30 AM - 8:45 AM 3 6 9 5 2 1 18:45 AM - 9:00 AM 2 5 7 4 1 14 1 39:00 AM - 9:15 AM 2 2 6 3 2 5 1 29:15 AM - 9:30 AM 2 6 1 3 4 1 29:30 AM - 9:45 AM 3 7 7 2 2 1 29:45 AM - 10:00 AM 1 2 3 2 3 4Total 25 57 64 48 16 67 19 20AM One Hour Volumes7:00 AM - 8:00 AM 6 26 25 26 6 19 8 6 32 51 25 14 1227:15 AM - 8:15 AM 8 21 24 25 10 23 8 9 29 49 33 17 1287:30 AM - 8:30 AM 11 20 19 21 10 26 5 6 31 40 36 11 1187:45 AM - 8:45 AM 11 23 21 20 8 24 5 5 34 41 32 10 1178:00 AM - 9:00 AM 11 14 22 14 6 34 4 8 25 36 40 12 1138:15 AM - 9:15 AM 10 13 24 14 4 30 3 6 23 38 34 9 1048:30 AM - 9:30 AM 9 19 23 15 3 25 4 8 28 38 28 12 1068:45 AM - 9:45 AM 9 20 21 12 3 25 4 9 29 33 28 13 1039:00 AM - 10:00 AM 8 17 17 8 4 14 7 6 25 25 18 13 81PM 15 Minute Volumes4:00 PM - 4:15 PM 6 14 4 8 7 9 6 74:15 PM - 4:30 PM 5 18 5 8 2 1 5 44:30 PM - 4:45 PM 8 11 5 9 5 3 54:45 PM - 5:00 PM 11 17 9 8 3 8 2 75:00 PM - 5:15 PM 5 6 3 9 3 2 65:15 PM - 5:30 PM 11 8 10 6 3 8 3 45:30 PM - 5:45 PM 6 2 3 10 9 4 3 35:45 PM - 6:00 PM 8 10 5 9 7 4 5 66:00 PM - 6:15 PM 5 6 6 8 11 4 76:15 PM - 6:30 PM 13 15 13 14 9 8 1 16:30 PM - 6:45 PM 9 12 3 2 3 26:45 PM - 7:00 PM 4 4 3 10 14 4 5 5Total 91 123 69 101 71 57 35 55PM One Hour Volumes4:00 PM - 5:00 PM 30 60 23 33 12 23 16 23 90 56 35 39 2204:15 PM - 5:15 PM 29 52 22 34 8 14 12 22 81 56 22 34 1934:30 PM - 5:30 PM 35 42 27 32 9 21 10 22 77 59 30 32 1984:45 PM - 5:45 PM 33 33 25 33 18 20 10 20 66 58 38 30 1925:00 PM - 6:00 PM 30 26 21 34 22 16 13 19 56 55 38 32 1815:15 PM - 6:15 PM 30 26 24 33 30 20 11 20 56 57 50 31 1945:30 PM - 6:30 PM 32 33 27 41 36 20 9 17 65 68 56 26 2155:45 PM - 6:45 PM 35 43 27 33 30 18 6 14 78 60 48 20 2066:00 PM - 7:00 PM 31 37 25 34 37 18 6 13 68 59 55 19 201

Movement


DAY:

Col

umbi

a Pi

ke -

244

INPUTED BY:




North

Col

umbi

a Pi

ke -

244

DATE:

WEATHER:


Period

INTERSECTION:

9/14/2017LOCATION:

Time

C-15

Westmont Shopping Center S Highland St7298 Wednesday S Highland StS Highland St & Alley clear 0Arlington Abdul Alley

JoseNorth East



WEATHER:




Westbound Northbound Eastbound0 S Highland St



DAY:

PeriodS Highland St


Time AlleySouthbound

C-16

Westmont Shopping Center DATE: S Highland St7298 DAY: Wednesday S Highland StS Highland St & Alley WEATHER: clear 0Arlington COUNTED BY: Abdul Alley



AM 15 Minute Volumes7:00 AM - 7:15 AM 1 1 0 1 1 0 2 0 27:15 AM - 7:30 AM 0 0 1 1 0 1 0 17:30 AM - 7:45 AM 1 1 0 3 3 0 4 0 47:45 AM - 8:00 AM 0 0 0 0 0 0 08:00 AM - 8:15 AM 0 0 0 0 0 0 08:15 AM - 8:30 AM 0 0 0 0 0 0 08:30 AM - 8:45 AM 0 0 0 0 0 0 08:45 AM - 9:00 AM 0 0 1 1 0 1 0 19:00 AM - 9:15 AM 1 1 0 0 0 1 0 19:15 AM - 9:30 AM 0 0 0 0 0 0 09:30 AM - 9:45 AM 1 1 0 0 0 1 0 19:45 AM - 10:00 AM 0 0 0 0 0 0 0Total 0 4 0 4 0 0 0 0 0 6 0 6 0 0 0 0 10 0 10AM One Hour Volumes7:00 AM - 8:00 AM 0 2 0 2 0 0 0 0 0 5 0 5 0 0 0 0 7 0 77:15 AM - 8:15 AM 0 1 0 1 0 0 0 0 0 4 0 4 0 0 0 0 5 0 57:30 AM - 8:30 AM 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0 4 0 47:45 AM - 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM - 9:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 18:15 AM - 9:15 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 28:30 AM - 9:30 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 28:45 AM - 9:45 AM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 39:00 AM - 10:00 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2PM 15 Minute Volumes4:00 PM - 4:15 PM 0 0 1 1 0 1 0 14:15 PM - 4:30 PM 1 1 0 0 0 1 0 14:30 PM - 4:45 PM 1 1 0 1 1 0 2 0 24:45 PM - 5:00 PM 0 0 0 0 0 0 05:00 PM - 5:15 PM 1 1 0 0 0 1 0 15:15 PM - 5:30 PM 0 0 0 0 0 0 05:30 PM - 5:45 PM 0 0 0 0 0 0 05:45 PM - 6:00 PM 0 0 0 0 0 0 06:00 PM - 6:15 PM 0 0 1 1 0 1 0 16:15 PM - 6:30 PM 0 0 0 0 0 0 06:30 PM - 6:45 PM 0 0 0 0 0 0 06:45 PM - 7:00 PM 0 0 0 0 0 0 0Total 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 6 0 6PM One Hour Volumes4:00 PM - 5:00 PM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4 0 44:15 PM - 5:15 PM 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4 0 44:30 PM - 5:30 PM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 34:45 PM - 5:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 15:00 PM - 6:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 15:15 PM - 6:15 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 15:30 PM - 6:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 15:45 PM - 6:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 16:00 PM - 7:00 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1


PROJECT:

0Northbound

Alley


Time




PeriodS Highland St

EastboundSouthboundS Highland St

Westbound

C-17

Westmont Shopping Center7298S Highland St & Alley 1Arlington 2

8 4Wednesday 7 3clear 5Abdul 6Jose

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 TotalAM 15 Minute Volumes7:00 AM - 7:15 AM 3 37:15 AM - 7:30 AM 1 2 97:30 AM - 7:45 AM 1 12 37:45 AM - 8:00 AM 27 68:00 AM - 8:15 AM 20 78:15 AM - 8:30 AM 7 38:30 AM - 8:45 AM 8 38:45 AM - 9:00 AM 1 1 10 89:00 AM - 9:15 AM 1 2 6 49:15 AM - 9:30 AM 5 39:30 AM - 9:45 AM 4 89:45 AM - 10:00 AM 2 3Total 0 2 0 0 2 3 106 60AM One Hour Volumes7:00 AM - 8:00 AM 0 1 0 0 1 0 44 21 1 0 1 65 677:15 AM - 8:15 AM 0 1 0 0 1 0 61 25 1 0 1 86 887:30 AM - 8:30 AM 0 0 0 0 1 0 66 19 0 0 1 85 867:45 AM - 8:45 AM 0 0 0 0 0 0 62 19 0 0 0 81 818:00 AM - 9:00 AM 0 0 0 0 1 1 45 21 0 0 2 66 688:15 AM - 9:15 AM 0 1 0 0 1 3 31 18 1 0 4 49 548:30 AM - 9:30 AM 0 1 0 0 1 3 29 18 1 0 4 47 528:45 AM - 9:45 AM 0 1 0 0 1 3 25 23 1 0 4 48 539:00 AM - 10:00 AM 0 1 0 0 0 2 17 18 1 0 2 35 38PM 15 Minute Volumes4:00 PM - 4:15 PM 2 64:15 PM - 4:30 PM 2 14:30 PM - 4:45 PM 3 2 54:45 PM - 5:00 PM 1 1 5 95:00 PM - 5:15 PM 5 2 105:15 PM - 5:30 PM 8 45:30 PM - 5:45 PM 2 9 75:45 PM - 6:00 PM 5 86:00 PM - 6:15 PM 6 86:15 PM - 6:30 PM 4 56:30 PM - 6:45 PM 2 5 56:45 PM - 7:00 PM 1 2Total 0 3 0 0 11 0 51 70PM One Hour Volumes4:00 PM - 5:00 PM 0 1 0 0 4 0 11 21 1 0 4 32 374:15 PM - 5:15 PM 0 1 0 0 9 0 11 25 1 0 9 36 464:30 PM - 5:30 PM 0 1 0 0 9 0 17 28 1 0 9 45 554:45 PM - 5:45 PM 0 3 0 0 6 0 24 30 3 0 6 54 635:00 PM - 6:00 PM 0 2 0 0 5 0 24 29 2 0 5 53 605:15 PM - 6:15 PM 0 2 0 0 0 0 28 27 2 0 0 55 575:30 PM - 6:30 PM 0 2 0 0 0 0 24 28 2 0 0 52 545:45 PM - 6:45 PM 0 0 0 0 2 0 20 26 0 0 2 46 486:00 PM - 7:00 PM 0 0 0 0 2 0 16 20 0 0 2 36 38

INPUTED BY:

NorthAlle

yDATE:

WEATHER:

S Highland St

Movement

COUNTED BY: S Highland St

DAY:

0

Period

INTERSECTION:

11/1/2017LOCATION:

Time




C-18

Westmont Shopping Center South Highland Street7298 Thursday South Highland StreetColumbia Pike & S.Highland St. clear Columbia Pike - 244Arlington County,VA Ivan & Jose Columbia Pike - 244

aganNorth East



WEATHER:




Westbound Northbound EastboundColumbia Pike - 244 South Highland Street



DAY:

PeriodSouth Highland Street



C-19

Westmont Shopping Center DATE: South Highland Street7298 DAY: Thursday South Highland StreetColumbia Pike & S.Highland St. WEATHER: clear Columbia Pike - 244Arlington County,VA COUNTED BY: Ivan Columbia Pike - 244



AM 15 Minute Volumes7:00 AM - 7:15 AM 1 1 0 1 1 0 2 0 27:15 AM - 7:30 AM 1 1 0 0 0 1 0 17:30 AM - 7:45 AM 0 1 1 1 1 1 1 1 2 37:45 AM - 8:00 AM 0 0 1 1 1 1 1 1 28:00 AM - 8:15 AM 0 1 1 0 1 1 0 2 28:15 AM - 8:30 AM 0 0 0 1 1 0 1 18:30 AM - 8:45 AM 0 0 0 0 0 0 08:45 AM - 9:00 AM 0 1 1 0 0 0 1 19:00 AM - 9:15 AM 1 1 0 1 1 1 1 2 1 39:15 AM - 9:30 AM 0 1 1 1 1 0 1 1 29:30 AM - 9:45 AM 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 0 0 0 0 0 0Total 0 2 1 3 0 4 0 4 0 3 2 5 1 4 0 5 8 9 17AM One Hour Volumes7:00 AM - 8:00 AM 0 1 1 2 0 1 0 1 0 2 1 3 0 2 0 2 5 3 87:15 AM - 8:15 AM 0 0 1 1 0 2 0 2 0 2 0 2 0 3 0 3 3 5 87:30 AM - 8:30 AM 0 0 0 0 0 2 0 2 0 2 0 2 1 3 0 4 2 6 87:45 AM - 8:45 AM 0 0 0 0 0 1 0 1 0 1 0 1 1 2 0 3 1 4 58:00 AM - 9:00 AM 0 0 0 0 0 2 0 2 0 0 0 0 1 1 0 2 0 4 48:15 AM - 9:15 AM 0 1 0 1 0 1 0 1 0 0 1 1 1 1 0 2 2 3 58:30 AM - 9:30 AM 0 1 0 1 0 2 0 2 0 1 1 2 0 1 0 1 3 3 68:45 AM - 9:45 AM 0 1 0 1 0 2 0 2 0 1 1 2 0 1 0 1 3 3 69:00 AM - 10:00 AM 0 1 0 1 0 1 0 1 0 1 1 2 0 1 0 1 3 2 5PM 15 Minute Volumes4:00 PM - 4:15 PM 0 0 1 1 1 1 2 1 2 34:15 PM - 4:30 PM 1 1 0 0 0 1 0 14:30 PM - 4:45 PM 1 1 1 1 0 1 1 2 1 3 44:45 PM - 5:00 PM 0 0 0 1 1 0 1 15:00 PM - 5:15 PM 0 0 0 1 1 0 1 15:15 PM - 5:30 PM 0 2 2 0 0 0 2 25:30 PM - 5:45 PM 0 0 0 1 1 0 1 15:45 PM - 6:00 PM 0 0 0 1 1 0 1 16:00 PM - 6:15 PM 0 1 1 2 1 1 1 1 2 1 4 56:15 PM - 6:30 PM 1 1 0 0 1 1 1 1 26:30 PM - 6:45 PM 0 1 1 0 0 0 1 16:45 PM - 7:00 PM 1 1 1 1 0 0 1 1 2Total 1 3 0 4 0 6 1 7 1 1 0 2 4 5 2 11 6 18 24PM One Hour Volumes4:00 PM - 5:00 PM 0 2 0 2 0 1 0 1 0 1 0 1 1 3 1 5 3 6 94:15 PM - 5:15 PM 0 2 0 2 0 1 0 1 0 0 0 0 0 2 2 4 2 5 74:30 PM - 5:30 PM 0 1 0 1 0 3 0 3 0 0 0 0 0 2 2 4 1 7 84:45 PM - 5:45 PM 0 0 0 0 0 2 0 2 0 0 0 0 1 1 1 3 0 5 55:00 PM - 6:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 1 1 1 3 0 5 55:15 PM - 6:15 PM 0 0 0 0 0 3 1 4 1 0 0 1 2 2 0 4 1 8 95:30 PM - 6:30 PM 0 1 0 1 0 1 1 2 1 0 0 1 3 2 0 5 2 7 95:45 PM - 6:45 PM 0 1 0 1 0 2 1 3 1 0 0 1 2 2 0 4 2 7 96:00 PM - 7:00 PM 1 1 0 2 0 3 1 4 1 0 0 1 2 1 0 3 3 7 10


PROJECT:


Columbia Pike - 244


Time




PeriodSouth Highland Street

EastboundSouthboundSouth Highland Street

Westbound

C-20

Westmont Shopping Center 7298Columbia Pike & S.Highland St. 1Arlington County,VA 2

8 4Thursday 7 3clear 5Jose 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 TotalAM 15 Minute Volumes7:00 AM - 7:15 AM 1 1 1 2 47:15 AM - 7:30 AM 1 2 1 1 1 27:30 AM - 7:45 AM 1 2 1 2 3 17:45 AM - 8:00 AM 1 4 4 2 1 4 28:00 AM - 8:15 AM 4 3 2 1 6 38:15 AM - 8:30 AM 3 1 7 1 1 28:30 AM - 8:45 AM 1 3 5 8 1 2 28:45 AM - 9:00 AM 1 2 3 4 2 1 2 29:00 AM - 9:15 AM 2 3 1 2 4 29:15 AM - 9:30 AM 1 3 2 2 2 5 2 19:30 AM - 9:45 AM 4 6 7 8 3 5 2 29:45 AM - 10:00 AM 3 4 2 2 2 4 3 1Total 18 34 37 33 17 23 24 22AM One Hour Volumes7:00 AM - 8:00 AM 3 8 7 4 3 3 8 9 11 11 6 17 457:15 AM - 8:15 AM 2 11 9 4 3 4 14 8 13 13 7 22 557:30 AM - 8:30 AM 4 10 16 4 2 4 14 8 14 20 6 22 627:45 AM - 8:45 AM 5 12 19 11 3 4 11 9 17 30 7 20 748:00 AM - 9:00 AM 5 10 18 15 3 4 9 9 15 33 7 18 738:15 AM - 9:15 AM 7 9 16 15 7 5 3 6 16 31 12 9 688:30 AM - 9:30 AM 5 11 11 16 9 10 4 5 16 27 19 9 718:45 AM - 9:45 AM 8 14 13 16 11 13 6 5 22 29 24 11 869:00 AM - 10:00 AM 10 16 12 14 11 16 7 4 26 26 27 11 90PM 15 Minute Volumes4:00 PM - 4:15 PM 5 7 1 3 44:15 PM - 4:30 PM 5 3 2 3 2 1 2 14:30 PM - 4:45 PM 2 2 1 1 3 34:45 PM - 5:00 PM 2 5 8 2 5 8 1 25:00 PM - 5:15 PM 1 3 4 1 3 4 1 15:15 PM - 5:30 PM 3 5 4 3 4 5 2 35:30 PM - 5:45 PM 4 4 3 4 3 5 2 15:45 PM - 6:00 PM 6 7 2 7 5 3 2 46:00 PM - 6:15 PM 4 5 2 4 9 2 26:15 PM - 6:30 PM 14 2 2 2 4 7 26:30 PM - 6:45 PM 5 7 5 3 3 1 2 26:45 PM - 7:00 PM 9 10 5 2 4 2Total 60 60 38 33 48 45 14 16PM One Hour Volumes4:00 PM - 5:00 PM 14 17 11 7 13 16 3 3 31 18 29 6 844:15 PM - 5:15 PM 10 13 15 7 13 16 4 4 23 22 29 8 824:30 PM - 5:30 PM 8 15 17 7 15 20 4 6 23 24 35 10 924:45 PM - 5:45 PM 10 17 19 10 15 22 6 7 27 29 37 13 1065:00 PM - 6:00 PM 14 19 13 15 15 17 7 9 33 28 32 16 1095:15 PM - 6:15 PM 17 21 11 18 21 15 8 8 38 29 36 16 1195:30 PM - 6:30 PM 28 18 9 17 21 17 6 7 46 26 38 13 1235:45 PM - 6:45 PM 29 21 11 16 21 13 6 8 50 27 34 14 1256:00 PM - 7:00 PM 32 24 14 11 20 12 4 4 56 25 32 8 121

North

Col

umbi

a Pi

ke -

244

DATE:

WEATHER:

South Highland Street

Period

INTERSECTION:

9/14/2017LOCATION:

Time

INPUTED BY:




Movement

COUNTED BY: South Highland Street

DAY:

Col

umbi

a Pi

ke -

244

C-21

Westmont Shopping Center South Walter Reed Drive7298 Thursday South Walter Reed DriveColumbia Pike & S. Walter Reed Dr. clear Columbia Pike - 244Arlington County,VA Maria,Anita & Mina Columbia Pike - 244

aganNorth East



PeriodSouth Walter Reed Drive


Time Columbia Pike - 244Southbound Westbound Northbound Eastbound

Columbia Pike - 244 South Walter Reed Drive



DAY: WEATHER:




C-22

Westmont Shopping Center DATE: South Walter Reed Drive7298 DAY: Thursday South Walter Reed DriveColumbia Pike & S. Walter Reed Dr. WEATHER: clear Columbia Pike - 244Arlington County,VA COUNTED BY: Anita Columbia Pike - 244



AM 15 Minute Volumes7:00 AM - 7:15 AM 0 0 0 1 1 0 1 17:15 AM - 7:30 AM 0 0 0 1 1 0 1 17:30 AM - 7:45 AM 1 1 2 0 1 2 3 2 2 5 2 77:45 AM - 8:00 AM 1 1 0 1 1 1 1 2 1 38:00 AM - 8:15 AM 0 0 1 1 2 2 1 2 38:15 AM - 8:30 AM 0 0 1 1 0 1 0 18:30 AM - 8:45 AM 1 1 0 3 3 0 4 0 48:45 AM - 9:00 AM 1 1 0 2 1 3 0 4 0 49:00 AM - 9:15 AM 1 1 0 2 2 0 3 0 39:15 AM - 9:30 AM 0 0 1 1 1 1 1 1 29:30 AM - 9:45 AM 0 0 2 2 1 1 2 1 39:45 AM - 10:00 AM 0 0 1 1 0 1 0 1Total 2 4 0 6 0 0 0 0 1 15 2 18 0 9 0 9 24 9 33AM One Hour Volumes7:00 AM - 8:00 AM 2 1 0 3 0 0 0 0 1 3 0 4 0 5 0 5 7 5 127:15 AM - 8:15 AM 2 1 0 3 0 0 0 0 1 3 1 5 0 6 0 6 8 6 147:30 AM - 8:30 AM 2 1 0 3 0 0 0 0 1 4 1 6 0 5 0 5 9 5 147:45 AM - 8:45 AM 1 1 0 2 0 0 0 0 0 5 1 6 0 3 0 3 8 3 118:00 AM - 9:00 AM 0 2 0 2 0 0 0 0 0 6 2 8 0 2 0 2 10 2 128:15 AM - 9:15 AM 0 3 0 3 0 0 0 0 0 8 1 9 0 0 0 0 12 0 128:30 AM - 9:30 AM 0 3 0 3 0 0 0 0 0 8 1 9 0 1 0 1 12 1 138:45 AM - 9:45 AM 0 2 0 2 0 0 0 0 0 7 1 8 0 2 0 2 10 2 129:00 AM - 10:00 AM 0 1 0 1 0 0 0 0 0 6 0 6 0 2 0 2 7 2 9PM 15 Minute Volumes4:00 PM - 4:15 PM 1 1 0 0 0 1 0 14:15 PM - 4:30 PM 1 1 0 0 0 1 0 14:30 PM - 4:45 PM 1 1 0 0 0 1 0 14:45 PM - 5:00 PM 1 1 0 1 1 1 1 2 1 35:00 PM - 5:15 PM 1 1 0 1 1 1 1 2 1 35:15 PM - 5:30 PM 3 3 2 2 0 0 3 2 55:30 PM - 5:45 PM 1 1 1 1 0 0 1 1 25:45 PM - 6:00 PM 0 0 0 0 0 0 06:00 PM - 6:15 PM 0 0 0 1 1 0 1 16:15 PM - 6:30 PM 1 1 0 0 1 1 1 1 26:30 PM - 6:45 PM 1 1 2 2 0 0 1 2 36:45 PM - 7:00 PM 1 1 1 1 1 1 0 2 1 3Total 0 12 0 12 1 5 0 6 0 3 0 3 3 1 0 4 15 10 25PM One Hour Volumes4:00 PM - 5:00 PM 0 4 0 4 0 0 0 0 0 1 0 1 0 1 0 1 5 1 64:15 PM - 5:15 PM 0 4 0 4 0 0 0 0 0 2 0 2 1 1 0 2 6 2 84:30 PM - 5:30 PM 0 6 0 6 0 2 0 2 0 2 0 2 1 1 0 2 8 4 124:45 PM - 5:45 PM 0 6 0 6 1 2 0 3 0 2 0 2 1 1 0 2 8 5 135:00 PM - 6:00 PM 0 5 0 5 1 2 0 3 0 1 0 1 1 0 0 1 6 4 105:15 PM - 6:15 PM 0 4 0 4 1 2 0 3 0 0 0 0 1 0 0 1 4 4 85:30 PM - 6:30 PM 0 2 0 2 1 0 0 1 0 0 0 0 2 0 0 2 2 3 55:45 PM - 6:45 PM 0 2 0 2 0 2 0 2 0 0 0 0 2 0 0 2 2 4 66:00 PM - 7:00 PM 0 3 0 3 0 3 0 3 0 1 0 1 2 0 0 2 4 5 9

PeriodSouth Walter Reed Drive

EastboundSouthboundSouth Walter Reed Drive

Westbound


Time





PROJECT:


Columbia Pike - 244

C-23

Westmont Shopping Center 7298Columbia Pike & S. Walter Reed Dr. 1Arlington County,VA 2

8 4Thursday 7 3clear 5Maria 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 TotalAM 15 Minute Volumes7:00 AM - 7:15 AM 2 2 3 1 5 1 37:15 AM - 7:30 AM 2 2 5 11 6 4 1 37:30 AM - 7:45 AM 1 3 4 18 1 3 4 17:45 AM - 8:00 AM 6 2 10 4 3 5 5 38:00 AM - 8:15 AM 1 3 4 12 2 5 2 28:15 AM - 8:30 AM 3 1 4 12 5 1 2 18:30 AM - 8:45 AM 2 1 5 10 5 7 6 18:45 AM - 9:00 AM 2 7 5 13 4 3 5 29:00 AM - 9:15 AM 4 2 6 3 2 3 2 69:15 AM - 9:30 AM 3 2 5 4 7 9 29:30 AM - 9:45 AM 2 15 14 8 2 4 39:45 AM - 10:00 AM 2 13 3 9 10 6 7 1Total 30 51 67 107 48 55 40 23AM One Hour Volumes7:00 AM - 8:00 AM 11 7 21 36 11 17 11 10 18 57 28 21 1247:15 AM - 8:15 AM 10 10 23 45 12 17 12 9 20 68 29 21 1387:30 AM - 8:30 AM 11 9 22 46 11 14 13 7 20 68 25 20 1337:45 AM - 8:45 AM 12 7 23 38 15 18 15 7 19 61 33 22 1358:00 AM - 9:00 AM 8 12 18 47 16 16 15 6 20 65 32 21 1388:15 AM - 9:15 AM 11 11 20 38 16 14 15 10 22 58 30 25 1358:30 AM - 9:30 AM 11 12 21 30 18 22 15 9 23 51 40 24 1388:45 AM - 9:45 AM 11 26 30 28 15 19 12 8 37 58 34 20 1499:00 AM - 10:00 AM 11 32 28 24 21 22 14 7 43 52 43 21 159PM 15 Minute Volumes4:00 PM - 4:15 PM 7 11 6 13 15 9 6 104:15 PM - 4:30 PM 6 8 5 14 6 13 11 94:30 PM - 4:45 PM 8 7 3 11 11 9 3 64:45 PM - 5:00 PM 6 6 10 18 7 8 4 65:00 PM - 5:15 PM 13 9 9 11 9 8 9 45:15 PM - 5:30 PM 10 7 6 7 10 7 4 55:30 PM - 5:45 PM 12 11 4 6 4 9 8 65:45 PM - 6:00 PM 14 10 6 12 17 13 10 76:00 PM - 6:15 PM 16 7 9 13 11 9 8 96:15 PM - 6:30 PM 23 12 11 15 9 11 6 116:30 PM - 6:45 PM 19 6 8 12 13 15 7 66:45 PM - 7:00 PM 13 9 18 16 17 8 11 15Total 147 103 95 148 129 119 87 94PM One Hour Volumes4:00 PM - 5:00 PM 27 32 24 56 39 39 24 31 59 80 78 55 2724:15 PM - 5:15 PM 33 30 27 54 33 38 27 25 63 81 71 52 2674:30 PM - 5:30 PM 37 29 28 47 37 32 20 21 66 75 69 41 2514:45 PM - 5:45 PM 41 33 29 42 30 32 25 21 74 71 62 46 2535:00 PM - 6:00 PM 49 37 25 36 40 37 31 22 86 61 77 53 2775:15 PM - 6:15 PM 52 35 25 38 42 38 30 27 87 63 80 57 2875:30 PM - 6:30 PM 65 40 30 46 41 42 32 33 105 76 83 65 3295:45 PM - 6:45 PM 72 35 34 52 50 48 31 33 107 86 98 64 3556:00 PM - 7:00 PM 71 34 46 56 50 43 32 41 105 102 93 73 373




Movement

COUNTED BY: South Walter Reed Drive

DAY:

Col

umbi

a Pi

ke -

244

Period

INTERSECTION:

9/14/2017LOCATION:

Time

INPUTED BY:

North

Col

umbi

a Pi

ke -

244

DATE:

WEATHER:

South Walter Reed Drive

C-24

Westmont Shopping Center South Glebe Road - 1207298 Thursday South Glebe Road - 120S.Glebe Rd. & 12th Street S. clear 12th Street SouthArlington County,VA Victor & Mira 12th Street South

aganNorth East





Time 12th Street SouthSouthbound Westbound Northbound Eastbound

12th Street South South Glebe Road - 120



DAY: WEATHER:




C-25

Westmont Shopping Center DATE: South Glebe Road - 1207298 DAY: Thursday South Glebe Road - 120S.Glebe Rd. & 12th Street S. WEATHER: clear 12th Street SouthArlington County,VA COUNTED BY: Victor 12th Street South



AM 15 Minute Volumes7:00 AM - 7:15 AM 3 3 0 0 1 1 3 1 47:15 AM - 7:30 AM 4 4 1 1 2 2 1 1 6 2 87:30 AM - 7:45 AM 1 1 1 2 3 0 2 2 1 5 67:45 AM - 8:00 AM 3 3 1 1 1 1 2 2 1 3 5 4 98:00 AM - 8:15 AM 2 2 1 1 2 1 1 0 3 2 58:15 AM - 8:30 AM 2 1 3 3 3 1 3 4 0 7 3 108:30 AM - 8:45 AM 1 1 1 1 0 1 1 1 2 38:45 AM - 9:00 AM 3 3 0 0 1 1 3 1 49:00 AM - 9:15 AM 1 1 2 2 2 2 2 2 3 4 79:15 AM - 9:30 AM 1 1 2 3 3 3 3 1 1 5 4 99:30 AM - 9:45 AM 0 4 1 5 2 1 3 0 3 5 89:45 AM - 10:00 AM 1 1 0 3 3 1 1 4 1 5Total 0 22 2 24 2 15 4 21 3 15 2 20 6 4 3 13 44 34 78AM One Hour Volumes7:00 AM - 8:00 AM 0 11 0 11 1 4 0 5 0 3 1 4 3 2 2 7 15 12 277:15 AM - 8:15 AM 0 10 0 10 1 5 1 7 0 4 1 5 2 2 2 6 15 13 287:30 AM - 8:30 AM 0 8 1 9 1 7 1 9 1 5 1 7 2 1 2 5 16 14 307:45 AM - 8:45 AM 0 8 1 9 1 5 1 7 1 5 1 7 2 1 1 4 16 11 278:00 AM - 9:00 AM 0 8 1 9 1 4 1 6 1 4 0 5 0 1 1 2 14 8 228:15 AM - 9:15 AM 0 7 1 8 1 3 2 6 3 3 0 6 2 1 1 4 14 10 248:30 AM - 9:30 AM 0 6 1 7 1 3 2 6 2 3 0 5 2 2 1 5 12 11 238:45 AM - 9:45 AM 0 5 1 6 0 7 3 10 2 5 1 8 2 2 0 4 14 14 289:00 AM - 10:00 AM 0 3 1 4 0 7 3 10 2 8 1 11 3 1 0 4 15 14 29PM 15 Minute Volumes4:00 PM - 4:15 PM 1 1 2 2 2 1 1 1 1 3 3 64:15 PM - 4:30 PM 2 5 7 0 1 1 2 2 8 2 104:30 PM - 4:45 PM 2 4 1 7 2 3 5 1 2 3 1 1 10 6 164:45 PM - 5:00 PM 3 4 7 1 1 3 3 1 1 10 2 125:00 PM - 5:15 PM 5 1 6 2 2 2 2 2 1 3 8 5 135:15 PM - 5:30 PM 4 2 1 7 1 1 2 1 1 0 8 2 105:30 PM - 5:45 PM 2 2 4 0 3 3 1 1 2 7 2 95:45 PM - 6:00 PM 1 3 4 2 2 4 4 4 3 3 8 7 156:00 PM - 6:15 PM 4 2 6 0 1 1 1 1 7 1 86:15 PM - 6:30 PM 2 1 1 4 1 1 2 1 1 1 3 2 2 7 4 116:30 PM - 6:45 PM 3 1 4 1 1 2 2 0 6 1 76:45 PM - 7:00 PM 3 3 1 1 3 3 1 1 6 2 8Total 29 29 3 61 4 10 6 20 2 24 1 27 2 12 3 17 88 37 125PM One Hour Volumes4:00 PM - 5:00 PM 8 14 1 23 2 5 1 8 1 7 0 8 1 3 1 5 31 13 444:15 PM - 5:15 PM 12 14 1 27 2 5 1 8 1 8 0 9 1 4 2 7 36 15 514:30 PM - 5:30 PM 14 11 2 27 3 5 2 10 1 8 0 9 1 2 2 5 36 15 514:45 PM - 5:45 PM 14 9 1 24 1 2 2 5 0 9 0 9 2 3 1 6 33 11 445:00 PM - 6:00 PM 12 8 1 21 1 4 3 8 0 10 0 10 1 6 1 8 31 16 475:15 PM - 6:15 PM 11 9 1 21 1 2 3 6 0 9 0 9 1 4 1 6 30 12 425:30 PM - 6:30 PM 9 8 1 18 0 3 3 6 1 9 1 11 1 6 1 8 29 14 435:45 PM - 6:45 PM 10 7 1 18 1 3 3 7 1 8 1 10 0 5 1 6 28 13 416:00 PM - 7:00 PM 9 7 1 17 1 1 2 4 1 7 1 9 0 3 1 4 26 8 34



Westbound


Time





PROJECT:

12th Street SouthNorthbound

12th Street South

C-26

Westmont Shopping Center 7298S.Glebe Rd. & 12th Street S. 1Arlington County,VA 2

8 4Thursday 7 3clear 5Victor 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 TotalAM 15 Minute Volumes7:00 AM - 7:15 AM 1 1 2 3 2 1 47:15 AM - 7:30 AM 2 2 3 3 2 1 2 37:30 AM - 7:45 AM 3 1 9 3 4 27:45 AM - 8:00 AM 2 1 1 4 1 1 3 18:00 AM - 8:15 AM 4 3 2 3 2 2 38:15 AM - 8:30 AM 1 2 1 3 2 4 1 18:30 AM - 8:45 AM 2 1 1 3 2 3 48:45 AM - 9:00 AM 1 2 4 2 1 2 2 19:00 AM - 9:15 AM 1 4 4 2 1 2 1 49:15 AM - 9:30 AM 3 1 3 1 4 3 3 39:30 AM - 9:45 AM 2 3 1 3 2 2 1 29:45 AM - 10:00 AM 1 2 2 1 3 2 2 1Total 23 22 23 33 24 27 26 25AM One Hour Volumes7:00 AM - 8:00 AM 8 4 5 18 6 7 10 10 12 23 13 20 687:15 AM - 8:15 AM 11 7 6 16 6 7 11 9 18 22 13 20 737:30 AM - 8:30 AM 10 7 4 16 6 10 10 7 17 20 16 17 707:45 AM - 8:45 AM 9 7 5 10 8 10 10 5 16 15 18 15 648:00 AM - 9:00 AM 8 8 8 8 8 11 9 5 16 16 19 14 658:15 AM - 9:15 AM 5 9 10 10 6 11 8 6 14 20 17 14 658:30 AM - 9:30 AM 7 8 12 8 8 10 10 8 15 20 18 18 718:45 AM - 9:45 AM 7 10 12 8 8 9 7 10 17 20 17 17 719:00 AM - 10:00 AM 7 10 10 7 10 9 7 10 17 17 19 17 70PM 15 Minute Volumes4:00 PM - 4:15 PM 5 5 3 4 5 3 3 54:15 PM - 4:30 PM 9 6 4 3 6 2 4 44:30 PM - 4:45 PM 3 4 1 1 4 5 24:45 PM - 5:00 PM 5 3 2 1 3 3 4 15:00 PM - 5:15 PM 4 5 1 5 2 4 3 45:15 PM - 5:30 PM 3 4 4 3 5 2 3 35:30 PM - 5:45 PM 1 2 3 4 6 4 5 25:45 PM - 6:00 PM 4 5 2 4 5 3 4 46:00 PM - 6:15 PM 5 6 2 6 4 2 3 56:15 PM - 6:30 PM 3 2 4 3 3 5 5 46:30 PM - 6:45 PM 5 3 4 5 2 2 4 56:45 PM - 7:00 PM 4 4 5 4 3 1 4 4Total 51 49 35 43 48 31 47 43PM One Hour Volumes4:00 PM - 5:00 PM 22 18 10 9 18 8 16 12 40 19 26 28 1134:15 PM - 5:15 PM 21 18 8 10 15 9 16 11 39 18 24 27 1084:30 PM - 5:30 PM 15 16 8 10 14 9 15 10 31 18 23 25 974:45 PM - 5:45 PM 13 14 10 13 16 13 15 10 27 23 29 25 1045:00 PM - 6:00 PM 12 16 10 16 18 13 15 13 28 26 31 28 1135:15 PM - 6:15 PM 13 17 11 17 20 11 15 14 30 28 31 29 1185:30 PM - 6:30 PM 13 15 11 17 18 14 17 15 28 28 32 32 1205:45 PM - 6:45 PM 17 16 12 18 14 12 16 18 33 30 26 34 1236:00 PM - 7:00 PM 17 15 15 18 12 10 16 18 32 33 22 34 121

INPUTED BY:

North

12th

Str

eet

Sout

h

DATE:

WEATHER:


Movement


DAY:

12th

Str

eet

Sout

h

Period

INTERSECTION:

9/14/2017LOCATION:

Time




C-27

Westmont Shopping Center South Glebe Road - 1207298 Thursday South Glebe Road - 120S.Glebe Rd. & Alley clear AlleyArlington County,VA Muris 0

aganNorth East





Time 0Southbound Westbound Northbound Eastbound

Alley South Glebe Road - 120



DAY: WEATHER:




C-28

Westmont Shopping Center DATE: South Glebe Road - 1207298 DAY: Thursday South Glebe Road - 120S.Glebe Rd. & Alley WEATHER: clear AlleyArlington County,VA COUNTED BY: Muris 0



AM 15 Minute Volumes7:00 AM - 7:15 AM 0 0 0 0 0 0 07:15 AM - 7:30 AM 2 2 0 0 0 2 0 27:30 AM - 7:45 AM 0 0 0 0 0 0 07:45 AM - 8:00 AM 0 0 2 2 0 2 0 28:00 AM - 8:15 AM 2 2 0 2 2 0 4 0 48:15 AM - 8:30 AM 1 1 0 0 0 1 0 18:30 AM - 8:45 AM 2 2 0 1 1 0 3 0 38:45 AM - 9:00 AM 0 0 0 0 0 0 09:00 AM - 9:15 AM 0 0 0 0 0 0 09:15 AM - 9:30 AM 0 0 0 0 0 0 09:30 AM - 9:45 AM 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 0 0 0 0 0 0Total 0 7 0 7 0 0 0 0 0 5 0 5 0 0 0 0 12 0 12AM One Hour Volumes7:00 AM - 8:00 AM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4 0 47:15 AM - 8:15 AM 0 4 0 4 0 0 0 0 0 4 0 4 0 0 0 0 8 0 87:30 AM - 8:30 AM 0 3 0 3 0 0 0 0 0 4 0 4 0 0 0 0 7 0 77:45 AM - 8:45 AM 0 5 0 5 0 0 0 0 0 5 0 5 0 0 0 0 10 0 108:00 AM - 9:00 AM 0 5 0 5 0 0 0 0 0 3 0 3 0 0 0 0 8 0 88:15 AM - 9:15 AM 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4 0 48:30 AM - 9:30 AM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 38:45 AM - 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0PM 15 Minute Volumes4:00 PM - 4:15 PM 0 0 1 1 0 1 0 14:15 PM - 4:30 PM 0 0 0 0 0 0 04:30 PM - 4:45 PM 1 1 0 0 0 1 0 14:45 PM - 5:00 PM 0 0 1 1 0 1 0 15:00 PM - 5:15 PM 0 0 1 1 0 1 0 15:15 PM - 5:30 PM 1 1 0 1 1 0 2 0 25:30 PM - 5:45 PM 0 0 0 0 0 0 05:45 PM - 6:00 PM 1 1 2 0 0 0 2 0 26:00 PM - 6:15 PM 0 0 0 0 0 0 06:15 PM - 6:30 PM 0 0 0 0 0 0 06:30 PM - 6:45 PM 0 0 0 0 0 0 06:45 PM - 7:00 PM 0 0 2 2 0 2 0 2Total 1 3 0 4 0 0 0 0 0 6 0 6 0 0 0 0 10 0 10PM One Hour Volumes4:00 PM - 5:00 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 0 34:15 PM - 5:15 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 0 34:30 PM - 5:30 PM 0 2 0 2 0 0 0 0 0 3 0 3 0 0 0 0 5 0 54:45 PM - 5:45 PM 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0 4 0 45:00 PM - 6:00 PM 1 2 0 3 0 0 0 0 0 2 0 2 0 0 0 0 5 0 55:15 PM - 6:15 PM 1 2 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4 0 45:30 PM - 6:30 PM 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 25:45 PM - 6:45 PM 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 26:00 PM - 7:00 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 0 2



Westbound


Time





PROJECT:

AlleyNorthbound

0

C-29

Westmont Shopping Center 7298S.Glebe Rd. & Alley 1Arlington County,VA 2

8 4Thursday 7 3clear 5Muris 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 TotalAM 15 Minute Volumes7:00 AM - 7:15 AM 17:15 AM - 7:30 AM 77:30 AM - 7:45 AM 47:45 AM - 8:00 AM 98:00 AM - 8:15 AM 4 1 28:15 AM - 8:30 AM 2 28:30 AM - 8:45 AM 3 1 28:45 AM - 9:00 AM 3 19:00 AM - 9:15 AM 39:15 AM - 9:30 AM 4 3 19:30 AM - 9:45 AM 5 49:45 AM - 10:00 AM 1 1 2Total 0 0 1 45 0 0 7 13AM One Hour Volumes7:00 AM - 8:00 AM 0 0 0 20 0 0 0 1 0 20 0 1 217:15 AM - 8:15 AM 0 0 0 24 0 0 1 2 0 24 0 3 277:30 AM - 8:30 AM 0 0 0 19 0 0 3 2 0 19 0 5 247:45 AM - 8:45 AM 0 0 0 18 0 0 4 4 0 18 0 8 268:00 AM - 9:00 AM 0 0 0 12 0 0 4 5 0 12 0 9 218:15 AM - 9:15 AM 0 0 0 11 0 0 3 3 0 11 0 6 178:30 AM - 9:30 AM 0 0 0 13 0 0 4 4 0 13 0 8 218:45 AM - 9:45 AM 0 0 0 15 0 0 3 6 0 15 0 9 249:00 AM - 10:00 AM 0 0 1 13 0 0 3 7 0 14 0 10 24PM 15 Minute Volumes4:00 PM - 4:15 PM 1 1 14:15 PM - 4:30 PM 2 4 24:30 PM - 4:45 PM 3 7 2 14:45 PM - 5:00 PM 4 2 25:00 PM - 5:15 PM 3 3 1 45:15 PM - 5:30 PM 4 1 25:30 PM - 5:45 PM 4 3 2 35:45 PM - 6:00 PM 3 3 1 16:00 PM - 6:15 PM 8 2 16:15 PM - 6:30 PM 2 46:30 PM - 6:45 PM 5 3 16:45 PM - 7:00 PM 8 6 2 1Total 0 0 47 31 0 0 13 22PM One Hour Volumes4:00 PM - 5:00 PM 0 0 10 10 0 0 7 5 0 20 0 12 324:15 PM - 5:15 PM 0 0 12 12 0 0 7 9 0 24 0 16 404:30 PM - 5:30 PM 0 0 14 13 0 0 3 9 0 27 0 12 394:45 PM - 5:45 PM 0 0 15 9 0 0 3 11 0 24 0 14 385:00 PM - 6:00 PM 0 0 14 10 0 0 4 10 0 24 0 14 385:15 PM - 6:15 PM 0 0 19 9 0 0 3 7 0 28 0 10 385:30 PM - 6:30 PM 0 0 17 8 0 0 3 9 0 25 0 12 375:45 PM - 6:45 PM 0 0 18 8 0 0 1 7 0 26 0 8 346:00 PM - 7:00 PM 0 0 23 11 0 0 2 7 0 34 0 9 43

Movement


DAY: Alle

y

INPUTED BY:




North

0

DATE:

WEATHER:


Period

INTERSECTION:

9/14/2017LOCATION:

Time

C-30

Westmont Shopping Center South Glebe Road - 1207298 Thursday South Glebe Road - 120S.Glebe Rd. & Site Entr. clear Site EntranceArlington County,VA Majda 0

aganNorth East





Time 0Southbound Westbound Northbound Eastbound

Site Entrance South Glebe Road - 120



DAY: WEATHER:




C-31

Westmont Shopping Center DATE: South Glebe Road - 1207298 DAY: Thursday South Glebe Road - 120S.Glebe Rd. & Site Entr. WEATHER: clear Site EntranceArlington County,VA COUNTED BY: Majda 0



AM 15 Minute Volumes7:00 AM - 7:15 AM 0 0 0 0 0 0 07:15 AM - 7:30 AM 1 1 0 0 0 1 0 17:30 AM - 7:45 AM 0 0 1 1 0 1 0 17:45 AM - 8:00 AM 1 1 0 2 2 0 3 0 38:00 AM - 8:15 AM 1 1 0 0 0 1 0 18:15 AM - 8:30 AM 1 1 0 0 0 1 0 18:30 AM - 8:45 AM 1 1 0 2 2 0 3 0 38:45 AM - 9:00 AM 0 0 0 0 0 0 09:00 AM - 9:15 AM 0 0 0 0 0 0 09:15 AM - 9:30 AM 0 0 0 0 0 0 09:30 AM - 9:45 AM 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 0 0 0 0 0 0Total 0 4 1 5 0 0 0 0 0 5 0 5 0 0 0 0 10 0 10AM One Hour Volumes7:00 AM - 8:00 AM 0 2 0 2 0 0 0 0 0 3 0 3 0 0 0 0 5 0 57:15 AM - 8:15 AM 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 6 0 67:30 AM - 8:30 AM 0 2 1 3 0 0 0 0 0 3 0 3 0 0 0 0 6 0 67:45 AM - 8:45 AM 0 3 1 4 0 0 0 0 0 4 0 4 0 0 0 0 8 0 88:00 AM - 9:00 AM 0 2 1 3 0 0 0 0 0 2 0 2 0 0 0 0 5 0 58:15 AM - 9:15 AM 0 1 1 2 0 0 0 0 0 2 0 2 0 0 0 0 4 0 48:30 AM - 9:30 AM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 0 38:45 AM - 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0PM 15 Minute Volumes4:00 PM - 4:15 PM 0 0 0 0 0 0 04:15 PM - 4:30 PM 0 0 0 0 0 0 04:30 PM - 4:45 PM 1 1 0 0 0 1 0 14:45 PM - 5:00 PM 0 0 0 0 0 0 05:00 PM - 5:15 PM 0 0 0 0 0 0 05:15 PM - 5:30 PM 0 0 0 0 0 0 05:30 PM - 5:45 PM 0 0 0 0 0 0 05:45 PM - 6:00 PM 0 0 0 0 0 0 06:00 PM - 6:15 PM 0 0 0 0 0 0 06:15 PM - 6:30 PM 0 0 0 0 0 0 06:30 PM - 6:45 PM 0 0 0 0 0 0 06:45 PM - 7:00 PM 0 0 1 1 0 1 0 1Total 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2PM One Hour Volumes4:00 PM - 5:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 14:15 PM - 5:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 14:30 PM - 5:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 14:45 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM - 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM - 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM - 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM - 7:00 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1



Westbound


Time





PROJECT:

Site EntranceNorthbound

0

C-32

Westmont Shopping Center 7298S.Glebe Rd. & Site Entr. 1Arlington County,VA 2

8 4Thursday 7 3clear 5Majda 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 TotalAM 15 Minute Volumes7:00 AM - 7:15 AM 17:15 AM - 7:30 AM 2 47:30 AM - 7:45 AM 47:45 AM - 8:00 AM 78:00 AM - 8:15 AM 1 1 1 28:15 AM - 8:30 AM 28:30 AM - 8:45 AM 3 1 18:45 AM - 9:00 AM 3 49:00 AM - 9:15 AM 3 1 19:15 AM - 9:30 AM 1 2 19:30 AM - 9:45 AM 5 2 1 29:45 AM - 10:00 AM 1Total 0 0 3 34 1 5 7 7AM One Hour Volumes7:00 AM - 8:00 AM 0 0 2 16 0 0 0 0 0 18 0 0 187:15 AM - 8:15 AM 0 0 3 16 0 1 0 2 0 19 1 2 227:30 AM - 8:30 AM 0 0 1 14 0 1 0 2 0 15 1 2 187:45 AM - 8:45 AM 0 0 1 13 0 1 1 3 0 14 1 4 198:00 AM - 9:00 AM 0 0 1 9 0 1 5 3 0 10 1 8 198:15 AM - 9:15 AM 0 0 0 11 1 0 6 1 0 11 1 7 198:30 AM - 9:30 AM 0 0 0 10 1 2 6 2 0 10 3 8 218:45 AM - 9:45 AM 0 0 0 12 1 4 6 3 0 12 5 9 269:00 AM - 10:00 AM 0 0 0 9 1 4 2 4 0 9 5 6 20PM 15 Minute Volumes4:00 PM - 4:15 PM 1 3 14:15 PM - 4:30 PM 1 1 1 1 2 14:30 PM - 4:45 PM 6 34:45 PM - 5:00 PM 1 15:00 PM - 5:15 PM 3 4 1 25:15 PM - 5:30 PM 3 25:30 PM - 5:45 PM 1 4 2 1 35:45 PM - 6:00 PM 1 1 2 1 46:00 PM - 6:15 PM 9 2 16:15 PM - 6:30 PM 1 3 2 1 36:30 PM - 6:45 PM 5 3 2 16:45 PM - 7:00 PM 1 5 6 2 4Total 4 3 44 27 0 0 12 19PM One Hour Volumes4:00 PM - 5:00 PM 1 2 11 6 0 0 2 1 3 17 0 3 234:15 PM - 5:15 PM 1 1 11 9 0 0 3 3 2 20 0 6 284:30 PM - 5:30 PM 0 0 13 10 0 0 1 2 0 23 0 3 264:45 PM - 5:45 PM 1 0 11 9 0 0 2 5 1 20 0 7 285:00 PM - 6:00 PM 2 0 11 10 0 0 3 9 2 21 0 12 355:15 PM - 6:15 PM 2 0 17 6 0 0 4 8 2 23 0 12 375:30 PM - 6:30 PM 2 1 17 6 0 0 5 11 3 23 0 16 425:45 PM - 6:45 PM 1 1 18 7 0 0 6 9 2 25 0 15 426:00 PM - 7:00 PM 1 1 22 11 0 0 7 9 2 33 0 16 51

Movement


DAY:

Site

Ent

ranc

e

INPUTED BY:




North

0

DATE:

WEATHER:


Period

INTERSECTION:

9/14/2017LOCATION:

Time

C-33

Westmont Shopping Center Alley7298 Thursday 0Columbia Pike & Alley clear Columbia Pike - 244Arlington County,VA Sylla Columbia Pike - 244

aganNorth East



WEATHER:




Westbound Northbound EastboundColumbia Pike - 244 0



DAY:

PeriodAlley



C-34

Westmont Shopping Center DATE: Alley7298 DAY: Thursday 0Columbia Pike & Alley WEATHER: clear Columbia Pike - 244Arlington County,VA COUNTED BY: Sylla Columbia Pike - 244



AM 15 Minute Volumes7:00 AM - 7:15 AM 0 0 0 0 0 0 07:15 AM - 7:30 AM 0 2 2 0 0 0 2 27:30 AM - 7:45 AM 0 0 0 0 0 0 07:45 AM - 8:00 AM 0 0 0 1 1 0 1 18:00 AM - 8:15 AM 0 1 1 0 0 0 1 18:15 AM - 8:30 AM 0 0 1 1 0 1 0 18:30 AM - 8:45 AM 0 0 0 0 0 0 08:45 AM - 9:00 AM 0 0 0 0 0 0 09:00 AM - 9:15 AM 0 0 0 1 1 0 1 19:15 AM - 9:30 AM 0 1 1 0 0 0 1 19:30 AM - 9:45 AM 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 0 0 0 0 0 0Total 0 0 0 0 0 4 0 4 0 0 1 1 0 2 0 2 1 6 7AM One Hour Volumes7:00 AM - 8:00 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 0 3 37:15 AM - 8:15 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 0 4 47:30 AM - 8:30 AM 0 0 0 0 0 1 0 1 0 0 1 1 0 1 0 1 1 2 37:45 AM - 8:45 AM 0 0 0 0 0 1 0 1 0 0 1 1 0 1 0 1 1 2 38:00 AM - 9:00 AM 0 0 0 0 0 1 0 1 0 0 1 1 0 0 0 0 1 1 28:15 AM - 9:15 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 1 0 1 1 1 28:30 AM - 9:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 0 2 28:45 AM - 9:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 0 2 29:00 AM - 10:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 0 2 2PM 15 Minute Volumes4:00 PM - 4:15 PM 0 1 1 0 0 0 1 14:15 PM - 4:30 PM 0 0 0 0 0 0 04:30 PM - 4:45 PM 0 1 1 0 1 1 0 2 24:45 PM - 5:00 PM 0 0 0 0 0 0 05:00 PM - 5:15 PM 0 0 0 0 0 0 05:15 PM - 5:30 PM 0 0 0 2 2 0 2 25:30 PM - 5:45 PM 0 0 0 0 0 0 05:45 PM - 6:00 PM 0 0 0 0 0 0 06:00 PM - 6:15 PM 0 1 1 0 0 0 1 16:15 PM - 6:30 PM 0 0 0 2 2 0 2 26:30 PM - 6:45 PM 0 1 1 0 1 1 0 2 26:45 PM - 7:00 PM 0 0 0 2 2 0 2 2Total 0 0 0 0 0 4 0 4 0 0 0 0 0 8 0 8 0 12 12PM One Hour Volumes4:00 PM - 5:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 0 3 34:15 PM - 5:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 0 2 24:30 PM - 5:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 0 4 44:45 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 2 25:00 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 2 25:15 PM - 6:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 0 3 35:30 PM - 6:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 0 3 35:45 PM - 6:45 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 3 0 5 56:00 PM - 7:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5 0 7 7


PROJECT:


Columbia Pike - 244


Time




Period0

EastboundSouthboundAlley

Westbound

C-35

Westmont Shopping Center 7298Columbia Pike & Alley 1Arlington County,VA 2

8 4Thursday 7 3clear 5Sylla 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 TotalAM 15 Minute Volumes7:00 AM - 7:15 AM 6 17:15 AM - 7:30 AM 1 2 37:30 AM - 7:45 AM 1 17:45 AM - 8:00 AM 1 1 1 118:00 AM - 8:15 AM 2 2 4 18:15 AM - 8:30 AM 1 3 28:30 AM - 8:45 AM 1 1 48:45 AM - 9:00 AM 49:00 AM - 9:15 AM 2 39:15 AM - 9:30 AM 3 19:30 AM - 9:45 AM 109:45 AM - 10:00 AM 2 2 2 5Total 5 9 0 1 46 21 0 2AM One Hour Volumes7:00 AM - 8:00 AM 1 3 0 1 20 4 0 0 4 1 24 0 297:15 AM - 8:15 AM 3 5 0 1 18 4 0 0 8 1 22 0 317:30 AM - 8:30 AM 3 5 0 1 16 4 0 2 8 1 20 2 317:45 AM - 8:45 AM 3 5 0 1 16 8 0 2 8 1 24 2 358:00 AM - 9:00 AM 2 4 0 0 9 8 0 2 6 0 17 2 258:15 AM - 9:15 AM 0 2 0 0 7 10 0 2 2 0 17 2 218:30 AM - 9:30 AM 0 1 0 0 10 8 0 0 1 0 18 0 198:45 AM - 9:45 AM 0 0 0 0 19 4 0 0 0 0 23 0 239:00 AM - 10:00 AM 2 2 0 0 17 9 0 0 4 0 26 0 30PM 15 Minute Volumes4:00 PM - 4:15 PM 6 54:15 PM - 4:30 PM 2 10 14:30 PM - 4:45 PM 1 2 7 64:45 PM - 5:00 PM 6 45:00 PM - 5:15 PM 3 45:15 PM - 5:30 PM 1 4 65:30 PM - 5:45 PM 2 25:45 PM - 6:00 PM 2 86:00 PM - 6:15 PM 1 4 36:15 PM - 6:30 PM 3 96:30 PM - 6:45 PM 5 36:45 PM - 7:00 PM 1 3 4Total 6 2 0 0 55 55 0 0PM One Hour Volumes4:00 PM - 5:00 PM 3 2 0 0 29 16 0 0 5 0 45 0 504:15 PM - 5:15 PM 3 2 0 0 26 15 0 0 5 0 41 0 464:30 PM - 5:30 PM 2 2 0 0 20 20 0 0 4 0 40 0 444:45 PM - 5:45 PM 1 0 0 0 15 16 0 0 1 0 31 0 325:00 PM - 6:00 PM 1 0 0 0 11 20 0 0 1 0 31 0 325:15 PM - 6:15 PM 2 0 0 0 12 19 0 0 2 0 31 0 335:30 PM - 6:30 PM 1 0 0 0 11 22 0 0 1 0 33 0 345:45 PM - 6:45 PM 1 0 0 0 14 23 0 0 1 0 37 0 386:00 PM - 7:00 PM 2 0 0 0 15 19 0 0 2 0 34 0 36

Period

INTERSECTION:

9/14/2017LOCATION:

Time




North

Col

umbi

a Pi

ke -

244

DATE:

WEATHER:

Alley

Movement

COUNTED BY: 0

DAY:

Col

umbi

a Pi

ke -

244

INPUTED BY:

C-36

Westmont Shopping Center Alley7298 Thursday 0Columbia Pike & Alley clear Columbia Pike - 244Arlington County,VA Meli Columbia Pike - 244

aganNorth East



WEATHER:




Westbound Northbound EastboundColumbia Pike - 244 0



DAY:

PeriodAlley



C-37

Westmont Shopping Center DATE: Alley7298 DAY: Thursday 0Columbia Pike & Alley WEATHER: clear Columbia Pike - 244Arlington County,VA COUNTED BY: 0 Columbia Pike - 244



AM 15 Minute Volumes7:00 AM - 7:15 AM 0 0 0 0 0 0 07:15 AM - 7:30 AM 0 0 0 0 0 0 07:30 AM - 7:45 AM 0 0 0 0 0 0 07:45 AM - 8:00 AM 0 0 0 0 0 0 08:00 AM - 8:15 AM 0 0 0 0 0 0 08:15 AM - 8:30 AM 0 0 0 0 0 0 08:30 AM - 8:45 AM 0 0 0 0 0 0 08:45 AM - 9:00 AM 0 0 0 0 0 0 09:00 AM - 9:15 AM 0 0 0 0 0 0 09:15 AM - 9:30 AM 0 0 0 0 0 0 09:30 AM - 9:45 AM 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 0 0 0 0 0 0Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0AM One Hour Volumes7:00 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM - 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM - 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM - 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM - 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM - 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM - 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0PM 15 Minute Volumes4:00 PM - 4:15 PM 0 0 0 0 0 0 04:15 PM - 4:30 PM 0 0 0 0 0 0 04:30 PM - 4:45 PM 0 0 0 0 0 0 04:45 PM - 5:00 PM 0 0 0 0 0 0 05:00 PM - 5:15 PM 0 0 0 0 0 0 05:15 PM - 5:30 PM 0 0 0 0 0 0 05:30 PM - 5:45 PM 0 0 0 0 0 0 05:45 PM - 6:00 PM 0 0 0 0 0 0 06:00 PM - 6:15 PM 0 0 0 0 0 0 06:15 PM - 6:30 PM 0 0 0 0 0 0 06:30 PM - 6:45 PM 0 0 0 0 0 0 06:45 PM - 7:00 PM 0 0 0 0 0 0 0Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0PM One Hour Volumes4:00 PM - 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM - 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM - 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM - 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM - 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


PROJECT:


Columbia Pike - 244


Time




Period0


Westbound

C-38

Westmont Shopping Center 7298Columbia Pike & Alley 1Arlington County,VA 2

8 4Thursday 7 3clear 50 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 TotalAM 15 Minute Volumes7:00 AM - 7:15 AM7:15 AM - 7:30 AM7:30 AM - 7:45 AM7:45 AM - 8:00 AM8:00 AM - 8:15 AM8:15 AM - 8:30 AM8:30 AM - 8:45 AM8:45 AM - 9:00 AM9:00 AM - 9:15 AM9:15 AM - 9:30 AM9:30 AM - 9:45 AM9:45 AM - 10:00 AMTotal 0 0 0 0 0 0 0 0AM One Hour Volumes7:00 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM - 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM - 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM - 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM - 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM - 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM - 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0PM 15 Minute Volumes4:00 PM - 4:15 PM4:15 PM - 4:30 PM4:30 PM - 4:45 PM4:45 PM - 5:00 PM5:00 PM - 5:15 PM5:15 PM - 5:30 PM5:30 PM - 5:45 PM5:45 PM - 6:00 PM6:00 PM - 6:15 PM6:15 PM - 6:30 PM6:30 PM - 6:45 PM6:45 PM - 7:00 PMTotal 0 0 0 0 0 0 0 0PM One Hour Volumes4:00 PM - 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM - 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM - 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM - 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM - 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0




Movement

COUNTED BY: 0

DAY:

Col

umbi

a Pi

ke -

244

Period

INTERSECTION:

9/14/2017LOCATION:

Time

INPUTED BY:

North

Col

umbi

a Pi

ke -

244

DATE:

WEATHER:

Alley

C-39

Westmont Shopping Center Alley7298 Thursday AlleyService Rd. & Alley clear Service RoadArlington County,VA Meli 0

aganNorth East



WEATHER:




Westbound Northbound EastboundService Road Alley



DAY:

PeriodAlley


Time 0Southbound

C-40

Westmont Shopping Center DATE: Alley7298 DAY: Thursday AlleyService Rd. & Alley WEATHER: clear Service RoadArlington County,VA COUNTED BY: 0 0



AM 15 Minute Volumes7:00 AM - 7:15 AM 0 0 0 0 0 0 07:15 AM - 7:30 AM 0 0 0 0 0 0 07:30 AM - 7:45 AM 0 0 0 0 0 0 07:45 AM - 8:00 AM 0 0 0 0 0 0 08:00 AM - 8:15 AM 0 0 0 0 0 0 08:15 AM - 8:30 AM 0 0 0 0 0 0 08:30 AM - 8:45 AM 0 0 0 0 0 0 08:45 AM - 9:00 AM 0 0 0 0 0 0 09:00 AM - 9:15 AM 0 0 0 0 0 0 09:15 AM - 9:30 AM 0 0 0 0 0 0 09:30 AM - 9:45 AM 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 0 0 0 0 0 0Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0AM One Hour Volumes7:00 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM - 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM - 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM - 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM - 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM - 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM - 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0PM 15 Minute Volumes4:00 PM - 4:15 PM 0 0 0 0 0 0 04:15 PM - 4:30 PM 0 0 0 0 0 0 04:30 PM - 4:45 PM 0 0 0 0 0 0 04:45 PM - 5:00 PM 0 0 0 0 0 0 05:00 PM - 5:15 PM 0 0 0 0 0 0 05:15 PM - 5:30 PM 0 0 0 0 0 0 05:30 PM - 5:45 PM 0 0 0 0 0 0 05:45 PM - 6:00 PM 0 0 0 0 0 0 06:00 PM - 6:15 PM 0 0 0 0 0 0 06:15 PM - 6:30 PM 0 0 0 0 0 0 06:30 PM - 6:45 PM 0 0 0 0 0 0 06:45 PM - 7:00 PM 0 0 0 0 0 0 0Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0PM One Hour Volumes4:00 PM - 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM - 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM - 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM - 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM - 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


PROJECT:

Service RoadNorthbound

0


Time




PeriodAlley


Westbound

C-41

Westmont Shopping Center 7298Service Rd. & Alley 1Arlington County,VA 2

8 4Thursday 7 3clear 50 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 TotalAM 15 Minute Volumes7:00 AM - 7:15 AM7:15 AM - 7:30 AM7:30 AM - 7:45 AM7:45 AM - 8:00 AM8:00 AM - 8:15 AM8:15 AM - 8:30 AM8:30 AM - 8:45 AM8:45 AM - 9:00 AM9:00 AM - 9:15 AM9:15 AM - 9:30 AM9:30 AM - 9:45 AM9:45 AM - 10:00 AMTotal 0 0 0 0 0 0 0 0AM One Hour Volumes7:00 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM - 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM - 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM - 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM - 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM - 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM - 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0PM 15 Minute Volumes4:00 PM - 4:15 PM4:15 PM - 4:30 PM4:30 PM - 4:45 PM4:45 PM - 5:00 PM5:00 PM - 5:15 PM5:15 PM - 5:30 PM5:30 PM - 5:45 PM5:45 PM - 6:00 PM6:00 PM - 6:15 PM6:15 PM - 6:30 PM6:30 PM - 6:45 PM6:45 PM - 7:00 PMTotal 0 0 0 0 0 0 0 0PM One Hour Volumes4:00 PM - 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM - 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM - 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM - 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM - 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM - 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM - 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0

Period

INTERSECTION:

9/14/2017LOCATION:

Time




North

0

DATE:

WEATHER:

Alley

Movement

COUNTED BY: Alley

DAY:

Serv

ice

Roa

d

INPUTED BY:

C-42

INTERSECTION S. Glebe Rd. & Site Entr.APPROACH: Southbound Westmont Shopping CenterLANE(S): OneDIRECTION: Left

TIME: 6:00-9:00 AM4-7 PM 7298WEATHER: ClearCOUNTER(S): MajdaDATE: 9/12/2017

Ti me Time7:00 0 16:00 0

1 0 1 02 0 2 03 0 3 04 0 4 05 0 5 26 0 6 07 0 7 08 0 8 09 0 9 0

10 0 10 011 0 11 012 0 12 113 0 13 014 0 14 015 0 15 016 0 16 017 0 17 018 0 18 019 0 19 020 0 20 021 0 21 122 0 22 023 0 23 024 0 24 125 0 25 026 0 26 027 1 27 128 1 28 029 0 29 07:30 0 16:30 031 0 31 132 0 32 033 0 33 034 0 34 035 0 35 036 0 36 037 0 37 038 0 38 039 0 39 040 0 40 041 0 41 042 0 42 043 0 43 044 1 44 045 0 45 046 0 46 047 0 47 048 0 48 049 0 49 050 0 50 051 0 51 052 0 52 053 0 53 054 0 54 055 0 55 056 0 56 057 0 57 058 0 58 059 0 59 0

INTERSECTION APPROACH STOPPED DELAY

AM PMWestbound Westbound

Wells & Associates, LLC McLean, Virginia

C-43

8:00 0 17:00 01 0 1 02 0 2 03 0 3 04 0 4 05 0 5 06 0 6 27 0 7 08 0 8 09 0 9 0

10 0 10 011 0 11 012 0 12 013 0 13 014 0 14 015 0 15 116 0 16 017 0 17 018 0 18 019 0 19 220 0 20 021 0 21 022 0 22 023 0 23 024 0 24 025 0 25 026 0 26 027 0 27 028 0 28 029 1 29 08:30 0 17:30 0

31 0 31 032 0 32 033 0 33 034 0 34 035 0 35 036 0 36 137 0 37 038 1 38 039 0 39 040 1 40 041 0 41 042 0 42 043 0 43 044 1 44 045 0 45 146 0 46 047 0 47 048 0 48 049 0 49 050 0 50 051 1 51 152 0 52 053 0 53 054 0 54 055 0 55 156 0 56 057 0 57 058 0 58 059 0 59 0


C-44

9:00 1 18:00 01 0 1 12 0 2 03 0 3 04 0 4 05 0 5 06 0 6 07 0 7 08 0 8 09 0 9 0

10 0 10 011 0 11 212 0 12 013 0 13 014 0 14 015 0 15 016 0 16 017 0 17 018 0 18 019 0 19 020 0 20 021 0 21 122 0 22 023 0 23 024 0 24 025 0 25 026 0 26 027 0 27 028 0 28 029 0 29 09:30 0 18:30 031 0 31 032 0 32 033 0 33 034 0 34 035 0 35 036 1 36 037 0 37 038 0 38 039 0 39 040 0 40 041 1 41 242 0 42 043 0 43 044 0 44 045 0 45 046 1 46 047 0 47 048 0 48 049 0 49 050 0 50 051 0 51 052 0 52 053 0 53 054 0 54 055 0 55 056 0 56 057 0 57 058 0 58 059 0 59 0

10:00 0 19:00 0Total 12 0 Total 22 0

Maximum 1 0 Maximum 2 0Average 0.0662983 #DIV/0! Average 0.121547 #DIV/0!

1


C-45


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

B > 10.0 and <20.0

C > 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 AVERAGE CONTROL DELAY (sec/veh)

A < 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


APPENDIX E EXISITING CONDITIONS SYNCHRO WORKSHEETS

Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Existing Conditions AM

Westmont Shopping Center Synchro 9 - ReportWells + Associates Page 1

Lane Group EBT WBT NBT SBTLane Group Flow (vph) 356 139 1616 907v/c Ratio 1.10 0.35 0.76 0.72Control Delay 124.7 43.8 20.9 21.1Queue Delay 0.0 0.0 0.0 0.0Total Delay 124.7 43.8 20.9 21.1Queue Length 50th (ft) ~365 102 512 273Queue Length 95th (ft) #545 155 606 342Internal Link Dist (ft) 269 879 1073 493Turn Bay Length (ft)Base Capacity (vph) 325 397 2125 1265Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 1.10 0.35 0.76 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.

E-1

Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Existing Conditions AM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 156 150 8 5 38 75 4 1494 86 66 711 21Future Volume (vph) 156 150 8 5 38 75 4 1494 86 66 711 21Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.5 6.5 6.0 6.0Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 0.91 0.99 1.00Flt Protected 0.98 1.00 1.00 1.00Satd. Flow (prot) 1583 1471 3503 3506Flt Permitted 0.73 0.98 0.95 0.56Satd. Flow (perm) 1183 1446 3339 1989Peak-hour factor, PHF 0.88 0.88 0.88 0.85 0.85 0.85 0.98 0.98 0.98 0.88 0.88 0.88Adj. Flow (vph) 177 170 9 6 45 88 4 1524 88 75 808 24RTOR Reduction (vph) 0 0 0 0 0 0 0 3 0 0 1 0Lane Group Flow (vph) 0 356 0 0 139 0 0 1613 0 0 906 0Confl. Peds. (#/hr) 1 1 8 5 5 8Confl. Bikes (#/hr) 5 5Parking (#/hr) 5 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 38.5 38.5 89.0 89.0Effective Green, g (s) 38.5 38.5 89.0 89.0Actuated g/C Ratio 0.28 0.28 0.64 0.64Clearance Time (s) 6.5 6.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 325 397 2122 1264v/s Ratio Protv/s Ratio Perm c0.30 0.10 c0.48 0.46v/c Ratio 1.10 0.35 0.76 0.72Uniform Delay, d1 50.8 40.7 18.0 17.1Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 77.9 0.5 2.6 3.5Delay (s) 128.7 41.3 20.6 20.6Level of Service F D C CApproach Delay (s) 128.7 41.3 20.6 20.6Approach LOS F D C C

Intersection SummaryHCM 2000 Control Delay 34.3 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.86Actuated Cycle Length (s) 140.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 105.4% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

E-2

Westmont Shopping Center2: S. Glebe Rd. & 9th Street S. Existing Conditions AM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 27 6 13 5 3 17 2 1538 11 4 706 14Future Volume (Veh/h) 27 6 13 5 3 17 2 1538 11 4 706 14Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.90 0.90 0.90Hourly flow rate (vph) 32 7 15 6 4 20 2 1809 13 4 784 16Pedestrians 4 8 2Lane Width (ft) 12.0 12.0 12.0Walking Speed (ft/s) 4.0 4.0 4.0Percent Blockage 0 1 0Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 513 1153pX, platoon unblocked 0.75 0.75 0.90 0.75 0.75 0.70 0.90 0.70vC, conflicting volume 1734 2638 406 2248 2640 919 804 1830vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 698 1900 107 1381 1902 28 551 1329tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 85 86 98 91 92 97 100 99cM capacity (veh/h) 220 50 827 66 50 723 907 358

Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2Volume Total 54 30 906 918 396 408Volume Left 32 6 2 0 4 0Volume Right 15 20 0 13 0 16cSH 178 152 907 1700 358 1700Volume to Capacity 0.30 0.20 0.00 0.54 0.01 0.24Queue Length 95th (ft) 30 18 0 0 1 0Control Delay (s) 33.7 34.5 0.1 0.0 0.4 0.0Lane LOS D D A AApproach Delay (s) 33.7 34.5 0.0 0.2Approach LOS D D

Intersection SummaryAverage Delay 1.1Intersection Capacity Utilization 57.7% ICU Level of Service BAnalysis Period (min) 15

E-3

Westmont Shopping Center3: S. Highland St. & 9th Street S./9th Street Existing Conditions AM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 5 10 6 15 7 8 12 126 27 4 41 6Future Volume (Veh/h) 5 10 6 15 7 8 12 126 27 4 41 6Sign Control Stop Stop Free FreeGrade 0% 0% 0% 1%Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.89 0.89 0.89 0.85 0.85 0.85Hourly flow rate (vph) 6 12 7 18 8 9 13 142 30 5 48 7Pedestrians 9 39 6 3Lane Width (ft) 12.0 12.0 12.0 12.0Walking Speed (ft/s) 4.0 4.0 4.0 4.0Percent Blockage 1 3 1 0Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 544pX, platoon unblockedvC, conflicting volume 270 308 66 302 296 199 64 211vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 270 308 66 302 296 199 64 211tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 99 98 99 97 99 99 99 100cM capacity (veh/h) 636 575 985 587 584 813 1527 1315

Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 25 35 185 60Volume Left 6 18 13 5Volume Right 7 9 30 7cSH 668 631 1527 1315Volume to Capacity 0.04 0.06 0.01 0.00Queue Length 95th (ft) 3 4 1 0Control Delay (s) 10.6 11.0 0.6 0.7Lane LOS B B A AApproach Delay (s) 10.6 11.0 0.6 0.7Approach LOS B B

Intersection SummaryAverage Delay 2.6Intersection Capacity Utilization 24.8% ICU Level of Service AAnalysis Period (min) 15

E-4

Westmont Shopping Center4: S. Monroe St. & Columbia Pike Existing Conditions AM


Lane Group EBT WBT NBT SBTLane Group Flow (vph) 1560 466 311 62v/c Ratio 0.66 0.22 1.05 0.28Control Delay 11.9 4.4 113.6 40.7Queue Delay 0.2 0.0 1.2 0.0Total Delay 12.1 4.4 114.8 40.7Queue Length 50th (ft) 453 40 ~268 35Queue Length 95th (ft) 548 46 #458 75Internal Link Dist (ft) 470 120 549 1095Turn Bay Length (ft)Base Capacity (vph) 2358 2114 296 219Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 212 0 1 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.73 0.22 1.05 0.28


E-5

Westmont Shopping Center4: S. Monroe St. & Columbia Pike Existing Conditions AM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 24 1385 57 17 386 12 55 109 116 11 26 15Future Volume (vph) 24 1385 57 17 386 12 55 109 116 11 26 15Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 3% -1% -1% 0%Total Lost time (s) 6.5 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.98 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 0.99 1.00 0.94 0.96Flt Protected 1.00 1.00 0.99 0.99Satd. Flow (prot) 3449 3436 1712 1534Flt Permitted 0.94 0.84 0.92 0.77Satd. Flow (perm) 3242 2906 1597 1200Peak-hour factor, PHF 0.94 0.94 0.94 0.89 0.89 0.89 0.90 0.90 0.90 0.85 0.85 0.85Adj. Flow (vph) 26 1473 61 19 434 13 61 121 129 13 31 18RTOR Reduction (vph) 0 2 0 0 2 0 0 20 0 0 12 0Lane Group Flow (vph) 0 1558 0 0 464 0 0 291 0 0 50 0Confl. Peds. (#/hr) 16 22 22 16 9 16 16 9Confl. Bikes (#/hr) 4 2 5Bus Blockages (#/hr) 0 0 0 0 13 0 0 0 0 0 0 0Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 94.5 94.5 22.5 22.5Effective Green, g (s) 94.5 94.5 22.5 22.5Actuated g/C Ratio 0.73 0.73 0.17 0.17Clearance Time (s) 6.5 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0 2.0Lane Grp Cap (vph) 2356 2112 276 207v/s Ratio Protv/s Ratio Perm c0.48 0.16 c0.18 0.04v/c Ratio 0.66 0.22 1.05 0.24Uniform Delay, d1 9.3 5.8 53.8 46.4Progression Factor 1.10 0.73 1.00 1.00Incremental Delay, d2 1.4 0.2 69.3 0.2Delay (s) 11.7 4.5 123.1 46.6Level of Service B A F DApproach Delay (s) 11.7 4.5 123.1 46.6Approach LOS B A F D

Intersection SummaryHCM 2000 Control Delay 25.6 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.74Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 89.5% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

E-6

Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Existing Conditions AM


Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 305 1238 35 507 77 1129 118 652 68v/c Ratio 0.73 0.87 0.20 0.41 0.25 0.95 0.62 0.52 0.11Control Delay 21.8 30.7 24.9 31.2 22.1 56.4 40.0 36.4 0.3Queue Delay 0.0 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 21.8 32.6 24.9 31.2 22.1 56.4 40.0 36.4 0.3Queue Length 50th (ft) 78 535 18 118 37 489 58 235 0Queue Length 95th (ft) m110 m#671 41 164 77 #612 113 297 0Internal Link Dist (ft) 178 130 572 166Turn Bay Length (ft) 230 270 150 120Base Capacity (vph) 419 1416 181 1232 342 1186 191 1245 639Starvation Cap Reductn 0 77 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.73 0.92 0.19 0.41 0.23 0.95 0.62 0.52 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.

E-7

Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Existing Conditions AM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 299 1114 99 33 294 182 75 1069 26 104 574 60Future Volume (vph) 299 1114 99 33 294 182 75 1069 26 104 574 60Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 0% 0% 1% 0%Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.97Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.94 1.00 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1762 3262 1770 3273 1759 3503 1770 3539 1539Flt Permitted 0.32 1.00 0.09 1.00 0.27 1.00 0.09 1.00 1.00Satd. Flow (perm) 600 3262 167 3273 493 3503 163 3539 1539Peak-hour factor, PHF 0.98 0.98 0.98 0.94 0.94 0.94 0.97 0.97 0.97 0.88 0.88 0.88Adj. Flow (vph) 305 1137 101 35 313 194 77 1102 27 118 652 68RTOR Reduction (vph) 0 5 0 0 75 0 0 1 0 0 0 44Lane Group Flow (vph) 305 1233 0 35 432 0 77 1128 0 118 652 24Confl. Peds. (#/hr) 31 36 36 31 11 40 40 11Confl. Bikes (#/hr) 3 1Parking (#/hr) 5 5Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 5 2 1 6 3 8 7 4Permitted Phases 2 6 8 4 4Actuated Green, G (s) 59.7 49.1 45.3 41.7 48.9 42.3 49.7 42.7 42.7Effective Green, g (s) 62.7 52.1 51.3 44.7 54.9 45.3 55.7 45.7 45.7Actuated g/C Ratio 0.48 0.40 0.39 0.34 0.42 0.35 0.43 0.35 0.35Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Vehicle Extension (s) 2.0 0.2 2.0 0.2 2.0 2.0 2.0 2.0 2.0Lane Grp Cap (vph) 414 1307 147 1125 301 1220 193 1244 541v/s Ratio Prot c0.08 c0.38 0.01 0.13 0.02 c0.32 c0.05 0.18v/s Ratio Perm 0.28 0.08 0.09 0.21 0.02v/c Ratio 0.74 0.94 0.24 0.38 0.26 0.92 0.61 0.52 0.04Uniform Delay, d1 22.4 37.5 28.7 32.2 23.7 40.7 29.1 33.5 27.8Progression Factor 0.59 0.67 1.26 1.24 0.96 0.96 1.00 1.00 1.00Incremental Delay, d2 4.9 12.8 0.3 1.0 0.2 10.7 4.0 0.2 0.0Delay (s) 18.1 38.0 36.5 41.0 23.0 49.8 33.1 33.7 27.8Level of Service B D D D C D C C CApproach Delay (s) 34.1 40.7 48.1 33.1Approach LOS C D D C

Intersection SummaryHCM 2000 Control Delay 38.8 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.90Actuated Cycle Length (s) 130.0 Sum of lost time (s) 16.0Intersection Capacity Utilization 92.8% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

E-8

Westmont Shopping Center6: S. Highland St. Existing Conditions AM


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 2 2 2 163 62 0Future Volume (Veh/h) 2 2 2 163 62 0Sign Control Stop Free FreeGrade 0% 0% 1%Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85Hourly flow rate (vph) 2 2 2 192 73 0Pedestrians 85 1Lane Width (ft) 12.0 12.0Walking Speed (ft/s) 4.0 4.0Percent Blockage 7 0Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 184pX, platoon unblockedvC, conflicting volume 354 159 158vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 354 159 158tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 100 100cM capacity (veh/h) 597 823 1321

Direction, Lane # EB 1 NB 1 SB 1Volume Total 4 194 73Volume Left 2 2 0Volume Right 2 0 0cSH 692 1321 1700Volume to Capacity 0.01 0.00 0.04Queue Length 95th (ft) 0 0 0Control Delay (s) 10.2 0.1 0.0Lane LOS B AApproach Delay (s) 10.2 0.1 0.0Approach LOS B


E-9

Westmont Shopping Center7: Columbia Pike & S. Highland St. Existing Conditions AM


Lane Group EBT WBT SBLLane Group Flow (vph) 1459 627 74v/c Ratio 0.62 0.23 0.34Control Delay 4.5 2.9 28.0Queue Delay 0.2 0.0 0.0Total Delay 4.7 2.9 28.0Queue Length 50th (ft) 48 57 23Queue Length 95th (ft) m77 63 65Internal Link Dist (ft) 438 73 104Turn Bay Length (ft)Base Capacity (vph) 2353 2718 300Starvation Cap Reductn 218 0 0Spillback Cap Reductn 58 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.68 0.23 0.25

Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

E-10

Westmont Shopping Center7: Columbia Pike & S. Highland St. Existing Conditions AM


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 78 1206 496 87 27 37Future Volume (vph) 78 1206 496 87 27 37Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Grade (%) -1% 1% 1%Total Lost time (s) 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.99 0.97Flpb, ped/bikes 1.00 1.00 0.98Frt 1.00 0.98 0.92Flt Protected 1.00 1.00 0.98Satd. Flow (prot) 3429 3323 1597Flt Permitted 0.84 1.00 0.98Satd. Flow (perm) 2887 3323 1597Peak-hour factor, PHF 0.88 0.88 0.93 0.93 0.87 0.87Adj. Flow (vph) 89 1370 533 94 31 43RTOR Reduction (vph) 0 0 9 0 39 0Lane Group Flow (vph) 0 1459 618 0 35 0Confl. Peds. (#/hr) 14 14 20 22Confl. Bikes (#/hr) 2Bus Blockages (#/hr) 0 16 13 0 0 0Parking (#/hr) 5Turn Type Perm NA NA PermProtected Phases 2 6Permitted Phases 2 4Actuated Green, G (s) 103.4 103.4 13.6Effective Green, g (s) 103.4 103.4 13.6Actuated g/C Ratio 0.80 0.80 0.10Clearance Time (s) 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0Lane Grp Cap (vph) 2296 2643 167v/s Ratio Prot 0.19v/s Ratio Perm c0.51 c0.02v/c Ratio 0.64 0.23 0.21Uniform Delay, d1 5.5 3.3 53.3Progression Factor 0.54 0.71 1.00Incremental Delay, d2 0.9 0.2 0.2Delay (s) 3.9 2.6 53.5Level of Service A A DApproach Delay (s) 3.9 2.6 53.5Approach LOS A A D

Intersection SummaryHCM 2000 Control Delay 5.2 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.59Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 82.5% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

E-11

Westmont Shopping Center8: S. Highland St. & Columbia Pike Existing Conditions AM


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 1191 42 12 534 49 64Future Volume (Veh/h) 1191 42 12 534 49 64Sign Control Free Free StopGrade -4% 1% 0%Peak Hour Factor 0.88 0.88 0.93 0.93 0.85 0.85Hourly flow rate (vph) 1353 48 13 574 58 75Pedestrians 6Lane Width (ft) 12.0Walking Speed (ft/s) 4.0Percent Blockage 1Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 153 472pX, platoon unblocked 0.85 0.88 0.85vC, conflicting volume 1407 1696 706vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1121 1171 294tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 98 63 87cM capacity (veh/h) 522 159 592

Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1Volume Total 902 499 204 383 133Volume Left 0 0 13 0 58Volume Right 0 48 0 0 75cSH 1700 1700 522 1700 270Volume to Capacity 0.53 0.29 0.02 0.23 0.49Queue Length 95th (ft) 0 0 2 0 63Control Delay (s) 0.0 0.0 1.1 0.0 30.5Lane LOS A DApproach Delay (s) 0.0 0.4 30.5Approach LOS D


E-12

Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Existing Conditions AM


Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 100 1238 71 520 87 749 504 25 312v/c Ratio 0.28 0.85 0.51 0.30 0.24 1.07 0.85 0.45 0.34Control Delay 11.4 23.3 29.0 18.4 28.1 92.4 43.4 67.7 39.5Queue Delay 0.0 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 11.4 24.9 29.0 18.4 28.1 92.4 43.4 67.7 39.5Queue Length 50th (ft) 28 436 29 126 47 ~697 321 18 111Queue Length 95th (ft) m53 462 58 164 85 #938 #487 #53 146Internal Link Dist (ft) 392 330 397 1107Turn Bay Length (ft) 205 160 100Base Capacity (vph) 358 1461 140 1741 370 702 594 56 927Starvation Cap Reductn 0 96 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.28 0.91 0.51 0.30 0.24 1.07 0.85 0.45 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.

E-13

Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Existing Conditions AM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 94 1148 16 65 414 59 83 712 479 21 216 49Future Volume (vph) 94 1148 16 65 414 59 83 712 479 21 216 49Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) -4% 0% 0% 0%Total Lost time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 0.90 1.00 0.99Flpb, ped/bikes 0.98 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.98 1.00 1.00 0.85 1.00 0.97Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1764 3485 1770 3355 1758 1863 1405 1770 3414Flt Permitted 0.46 1.00 0.07 1.00 0.44 1.00 1.00 0.11 1.00Satd. Flow (perm) 854 3485 124 3355 816 1863 1405 211 3414Peak-hour factor, PHF 0.94 0.94 0.94 0.91 0.91 0.91 0.95 0.95 0.95 0.85 0.85 0.85Adj. Flow (vph) 100 1221 17 71 455 65 87 749 504 25 254 58RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0Lane Group Flow (vph) 100 1238 0 71 520 0 87 749 504 25 312 0Confl. Peds. (#/hr) 20 25 25 20 20 68 68 20Confl. Bikes (#/hr) 5 5 1Bus Blockages (#/hr) 0 16 0 0 13 0 0 0 4 0 0 0Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NAProtected Phases 2 1 6 3 8 1 4Permitted Phases 2 6 8 8 4Actuated Green, G (s) 54.5 54.5 67.5 67.5 49.0 49.0 55.0 35.3 35.3Effective Green, g (s) 54.5 54.5 67.5 67.5 49.0 49.0 55.0 35.3 35.3Actuated g/C Ratio 0.42 0.42 0.52 0.52 0.38 0.38 0.42 0.27 0.27Clearance Time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0Vehicle Extension (s) 0.2 0.2 2.0 0.2 1.0 2.0 2.0 2.0 2.0Lane Grp Cap (vph) 358 1461 140 1742 359 702 670 57 927v/s Ratio Prot c0.36 0.02 0.15 0.01 c0.40 c0.03 0.09v/s Ratio Perm 0.12 0.24 0.08 0.32 0.12v/c Ratio 0.28 0.85 0.51 0.30 0.24 1.07 0.75 0.44 0.34Uniform Delay, d1 24.8 34.0 24.3 17.8 26.9 40.5 31.7 39.2 38.0Progression Factor 0.38 0.52 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.6 5.2 1.1 0.4 0.1 53.2 4.2 2.0 0.1Delay (s) 11.1 23.0 25.4 18.2 27.0 93.7 36.0 41.1 38.0Level of Service B C C B C F D D DApproach Delay (s) 22.1 19.1 67.7 38.3Approach LOS C B E D

Intersection SummaryHCM 2000 Control Delay 40.1 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 1.02Actuated Cycle Length (s) 130.0 Sum of lost time (s) 27.0Intersection Capacity Utilization 101.0% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

E-14

Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Existing Conditions AM


Lane Group EBT WBT NBT SBTLane Group Flow (vph) 18 50 1229 747v/c Ratio 0.07 0.16 0.46 0.31Control Delay 18.1 11.4 6.2 3.0Queue Delay 0.0 0.0 0.0 0.0Total Delay 18.1 11.4 6.2 3.0Queue Length 50th (ft) 6 8 62 20Queue Length 95th (ft) 14 20 279 m50Internal Link Dist (ft) 83 813 630 572Turn Bay Length (ft)Base Capacity (vph) 573 685 2688 2427Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 71 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.03 0.07 0.47 0.31


E-15

Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Existing Conditions AM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 15 0 0 8 5 30 8 1158 2 17 660 25Future Volume (vph) 15 0 0 8 5 30 8 1158 2 17 660 25Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 0% 0% 0% -1%Total Lost time (s) 4.0 4.0 2.5 2.5Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.97 1.00 1.00Flpb, ped/bikes 0.99 1.00 1.00 1.00Frt 1.00 0.91 1.00 0.99Flt Protected 0.95 0.99 1.00 1.00Satd. Flow (prot) 1748 1626 3537 3305Flt Permitted 0.72 0.94 0.95 0.92Satd. Flow (perm) 1333 1547 3364 3035Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.95 0.95 0.95 0.94 0.94 0.94Adj. Flow (vph) 18 0 0 9 6 35 8 1219 2 18 702 27RTOR Reduction (vph) 0 0 0 0 24 0 0 0 0 0 2 0Lane Group Flow (vph) 0 18 0 0 26 0 0 1229 0 0 745 0Confl. Peds. (#/hr) 17 16 16 17 17 20 20 17Confl. Bikes (#/hr) 3 8 6 9Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 7.4 7.4 45.1 45.1Effective Green, g (s) 10.4 10.4 48.1 48.1Actuated g/C Ratio 0.16 0.16 0.74 0.74Clearance Time (s) 7.0 7.0 5.5 5.5Vehicle Extension (s) 2.0 2.0 0.2 0.2Lane Grp Cap (vph) 213 247 2489 2245v/s Ratio Protv/s Ratio Perm 0.01 c0.02 c0.37 0.25v/c Ratio 0.08 0.11 0.49 0.33Uniform Delay, d1 23.2 23.3 3.5 2.9Progression Factor 1.00 1.00 1.00 0.65Incremental Delay, d2 0.1 0.1 0.7 0.3Delay (s) 23.3 23.4 4.2 2.2Level of Service C C A AApproach Delay (s) 23.3 23.4 4.2 2.2Approach LOS C C A A

Intersection SummaryHCM 2000 Control Delay 4.1 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.42Actuated Cycle Length (s) 65.0 Sum of lost time (s) 6.5Intersection Capacity Utilization 55.7% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

E-16

Westmont Shopping Center11: S. Glebe Rd. & West Alleyway Existing Conditions AM


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 0 3 1548 2 0 743Future Volume (Veh/h) 0 3 1548 2 0 743Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.85 0.85 0.95 0.95 0.85 0.85Hourly flow rate (vph) 0 4 1629 2 0 874Pedestrians 19Lane Width (ft) 12.0Walking Speed (ft/s) 4.0Percent Blockage 2Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 407 1259pX, platoon unblocked 0.75 0.70 0.70vC, conflicting volume 2086 834 1650vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1197 0 1067tC, single (s) 6.8 6.9 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 99 100cM capacity (veh/h) 131 745 446

Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2Volume Total 4 1086 545 437 437Volume Left 0 0 0 0 0Volume Right 4 0 2 0 0cSH 745 1700 1700 1700 1700Volume to Capacity 0.01 0.64 0.32 0.26 0.26Queue Length 95th (ft) 0 0 0 0 0Control Delay (s) 9.9 0.0 0.0 0.0 0.0Lane LOS AApproach Delay (s) 9.9 0.0 0.0Approach LOS A


E-17

Westmont Shopping Center12: S. Glebe Rd. & West Site Driveway Existing Conditions AM


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 0 12 1538 12 5 738Future Volume (Veh/h) 0 12 1538 12 5 738Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85Hourly flow rate (vph) 0 14 1809 14 6 868Pedestrians 15 1Lane Width (ft) 12.0 12.0Walking Speed (ft/s) 4.0 4.0Percent Blockage 1 0Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 246pX, platoon unblocked 0.69 0.69 0.69vC, conflicting volume 2277 928 1838vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1951 0 1314tC, single (s) 6.8 6.9 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 98 98cM capacity (veh/h) 38 737 355

Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3Volume Total 14 1206 617 6 434 434Volume Left 0 0 0 6 0 0Volume Right 14 0 14 0 0 0cSH 737 1700 1700 355 1700 1700Volume to Capacity 0.02 0.71 0.36 0.02 0.26 0.26Queue Length 95th (ft) 1 0 0 1 0 0Control Delay (s) 10.0 0.0 0.0 15.3 0.0 0.0Lane LOS A CApproach Delay (s) 10.0 0.0 0.1Approach LOS A


E-18

Westmont Shopping Center13: Columbia Pike & South Site Driveway Existing Conditions AM


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 3 1241 508 19 4 1Future Volume (Veh/h) 3 1241 508 19 4 1Sign Control Free Free StopGrade -1% 0% 0%Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85Hourly flow rate (vph) 4 1460 598 22 5 1Pedestrians 2 1 8Lane Width (ft) 12.0 12.0 12.0Walking Speed (ft/s) 4.0 4.0 4.0Percent Blockage 0 0 1Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 210 685pX, platoon unblocked 0.99 0.64 0.99vC, conflicting volume 628 1356 320vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 614 393 304tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 99 100cM capacity (veh/h) 950 370 682

Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1Volume Total 491 973 399 221 6Volume Left 4 0 0 0 5Volume Right 0 0 0 22 1cSH 950 1700 1700 1700 401Volume to Capacity 0.00 0.57 0.23 0.13 0.01Queue Length 95th (ft) 0 0 0 0 1Control Delay (s) 0.1 0.0 0.0 0.0 14.1Lane LOS A BApproach Delay (s) 0.0 0.0 14.1Approach LOS B


E-19

Westmont Shopping Center14: Columbia Pike & South Site Alleyway Existing Conditions AM


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 1 1244 526 4 1 1Future Volume (Veh/h) 1 1244 526 4 1 1Sign Control Free Free StopGrade -1% 0% 0%Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85Hourly flow rate (vph) 1 1464 619 5 1 1PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 377 518pX, platoon unblocked 0.98 0.65 0.98vC, conflicting volume 624 1356 312vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 576 336 258tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 100 100cM capacity (veh/h) 974 412 726



E-20

Westmont Shopping Center15: South Site Alleyway/Site Alleyway & Back Driveway Existing Conditions AM


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 0 2 1 4 0 2Future Volume (Veh/h) 0 2 1 4 0 2Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85Hourly flow rate (vph) 0 2 1 5 0 2PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 6 4 6vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 6 4 6tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 100 100cM capacity (veh/h) 1016 1080 1615

Direction, Lane # WB 1 NB 1 SB 1Volume Total 2 6 2Volume Left 0 0 0Volume Right 2 5 0cSH 1080 1700 1615Volume to Capacity 0.00 0.00 0.00Queue Length 95th (ft) 0 0 0Control Delay (s) 8.3 0.0 0.0Lane LOS AApproach Delay (s) 8.3 0.0 0.0Approach LOS A


E-21

Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Existing Conditions PM


Lane Group EBT WBT NBT SBTLane Group Flow (vph) 100 172 1025 1348v/c Ratio 0.54 0.68 0.42 0.64Control Delay 58.9 63.1 4.9 11.4Queue Delay 0.0 0.0 0.0 0.0Total Delay 58.9 63.1 4.9 11.4Queue Length 50th (ft) 78 138 65 264Queue Length 95th (ft) 123 201 152 420Internal Link Dist (ft) 228 659 1088 411Turn Bay Length (ft)Base Capacity (vph) 273 377 2422 2108Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.37 0.46 0.42 0.64

Intersection Summary

E-22

Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Existing Conditions PM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 37 40 9 19 81 53 6 883 33 55 1129 43Future Volume (vph) 37 40 9 19 81 53 6 883 33 55 1129 43Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.5 6.5 6.0 6.0Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 0.99 0.95 0.99 0.99Flt Protected 0.98 0.99 1.00 1.00Satd. Flow (prot) 1569 1530 3510 3503Flt Permitted 0.66 0.95 0.94 0.82Satd. Flow (perm) 1063 1464 3313 2881Peak-hour factor, PHF 0.86 0.86 0.86 0.89 0.89 0.89 0.90 0.90 0.90 0.91 0.91 0.91Adj. Flow (vph) 43 47 10 21 91 60 7 981 37 60 1241 47RTOR Reduction (vph) 0 0 0 0 0 0 0 2 0 0 2 0Lane Group Flow (vph) 0 100 0 0 172 0 0 1023 0 0 1346 0Confl. Peds. (#/hr) 17 17 16 14 14 16Confl. Bikes (#/hr) 5 1Parking (#/hr) 5 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 22.5 22.5 95.0 95.0Effective Green, g (s) 22.5 22.5 95.0 95.0Actuated g/C Ratio 0.17 0.17 0.73 0.73Clearance Time (s) 6.5 6.5 6.0 6.0Vehicle Extension (s) 5.0 5.0 0.2 0.2Lane Grp Cap (vph) 183 253 2421 2105v/s Ratio Protv/s Ratio Perm 0.09 c0.12 0.31 c0.47v/c Ratio 0.55 0.68 0.42 0.64Uniform Delay, d1 49.1 50.4 6.8 8.8Progression Factor 1.00 1.00 0.59 1.00Incremental Delay, d2 5.8 9.1 0.4 1.5Delay (s) 54.9 59.5 4.5 10.4Level of Service D E A BApproach Delay (s) 54.9 59.5 4.5 10.4Approach LOS D E A B

Intersection SummaryHCM 2000 Control Delay 13.0 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.65Actuated Cycle Length (s) 130.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 92.3% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

E-23

Westmont Shopping Center2: S. Glebe Rd. & 9th Street S. Existing Conditions PM



Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2Volume Total 35 50 530 535 662 698Volume Left 9 14 7 0 6 0Volume Right 5 22 0 12 0 42cSH 129 212 553 1700 779 1700Volume to Capacity 0.27 0.24 0.01 0.31 0.01 0.41Queue Length 95th (ft) 26 22 1 0 1 0Control Delay (s) 43.0 27.1 0.4 0.0 0.2 0.0Lane LOS E D A AApproach Delay (s) 43.0 27.1 0.2 0.1Approach LOS E D


E-24

Westmont Shopping Center3: S. Highland St. & 9th Street S Existing Conditions PM





E-25

Westmont Shopping Center4: S. Monroe St. & Columbia Pike Existing Conditions PM


Lane Group EBT WBT NBT SBTLane Group Flow (vph) 830 1045 147 147v/c Ratio 0.34 0.47 0.77 0.72Control Delay 11.0 4.6 66.6 68.2Queue Delay 0.0 0.5 0.0 0.0Total Delay 11.0 5.1 66.6 68.2Queue Length 50th (ft) 187 106 91 106Queue Length 95th (ft) 275 m123 164 167Internal Link Dist (ft) 461 129 549 1096Turn Bay Length (ft)Base Capacity (vph) 2407 2212 231 253Starvation Cap Reductn 0 636 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.34 0.66 0.64 0.58


E-26

Westmont Shopping Center4: S. Monroe St. & Columbia Pike Existing Conditions PM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 11 678 66 51 919 12 42 24 65 16 76 33Future Volume (vph) 11 678 66 51 919 12 42 24 65 16 76 33Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 3% -1% -1% 0%Total Lost time (s) 6.5 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00 1.00Frpb, ped/bikes 0.98 1.00 0.97 0.98Flpb, ped/bikes 1.00 1.00 0.99 1.00Frt 0.99 1.00 0.93 0.96Flt Protected 1.00 1.00 0.98 0.99Satd. Flow (prot) 3374 3431 1652 1524Flt Permitted 0.93 0.84 0.70 0.92Satd. Flow (perm) 3150 2899 1182 1410Peak-hour factor, PHF 0.91 0.91 0.91 0.94 0.94 0.94 0.89 0.89 0.89 0.85 0.85 0.85Adj. Flow (vph) 12 745 73 54 978 13 47 27 73 19 89 39RTOR Reduction (vph) 0 5 0 0 0 0 0 28 0 0 10 0Lane Group Flow (vph) 0 825 0 0 1045 0 0 119 0 0 137 0Confl. Peds. (#/hr) 54 57 57 54 37 23 23 37Confl. Bikes (#/hr) 6 1 1Bus Blockages (#/hr) 0 0 0 0 13 0 0 0 0 0 0 0Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 99.1 99.1 17.9 17.9Effective Green, g (s) 99.1 99.1 17.9 17.9Actuated g/C Ratio 0.76 0.76 0.14 0.14Clearance Time (s) 6.5 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0 2.0Lane Grp Cap (vph) 2401 2209 162 194v/s Ratio Protv/s Ratio Perm 0.26 c0.36 c0.10 0.10v/c Ratio 0.34 0.47 0.73 0.70Uniform Delay, d1 5.0 5.7 53.7 53.5Progression Factor 2.00 0.61 1.00 1.00Incremental Delay, d2 0.3 0.7 13.6 9.1Delay (s) 10.3 4.2 67.4 62.6Level of Service B A E EApproach Delay (s) 10.3 4.2 67.4 62.6Approach LOS B A E E

Intersection SummaryHCM 2000 Control Delay 14.8 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.51Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 82.0% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

E-27

Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Existing Conditions PM


Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 119 700 108 909 209 817 123 963 100v/c Ratio 0.56 0.60 0.42 0.78 1.09 0.78 0.56 0.91 0.21Control Delay 32.1 24.2 29.0 39.9 124.1 42.9 35.6 52.6 21.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 32.1 24.2 29.0 39.9 124.1 42.9 35.6 52.6 21.4Queue Length 50th (ft) 43 163 47 243 ~148 325 55 294 21Queue Length 95th (ft) m100 186 86 362 #310 277 m119 421 m70Internal Link Dist (ft) 178 130 576 166Turn Bay Length (ft) 230 270 150 120Base Capacity (vph) 224 1160 257 1170 192 1080 249 1143 510Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.53 0.60 0.42 0.78 1.09 0.76 0.49 0.84 0.20


E-28

Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Existing Conditions PM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 117 542 144 99 756 80 186 693 34 117 915 95Future Volume (vph) 117 542 144 99 756 80 186 693 34 117 915 95Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 0% 0% 1% 0%Total Lost time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Frpb, ped/bikes 1.00 0.98 1.00 0.99 1.00 1.00 1.00 1.00 0.93Flpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.97 1.00 0.99 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1768 3158 1760 3458 1761 3480 1766 3539 1478Flt Permitted 0.13 1.00 0.29 1.00 0.10 1.00 0.16 1.00 1.00Satd. Flow (perm) 243 3158 532 3458 189 3480 292 3539 1478Peak-hour factor, PHF 0.98 0.98 0.98 0.92 0.92 0.92 0.89 0.89 0.89 0.95 0.95 0.95Adj. Flow (vph) 119 553 147 108 822 87 209 779 38 123 963 100RTOR Reduction (vph) 0 18 0 0 6 0 0 3 0 0 0 34Lane Group Flow (vph) 119 682 0 108 903 0 209 814 0 123 963 66Confl. Peds. (#/hr) 56 50 50 56 31 57 57 31Confl. Bikes (#/hr) 3 2 2 1Parking (#/hr) 5 5Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 5 2 1 6 3 8 7 4Permitted Phases 2 6 8 4 4Actuated Green, G (s) 56.2 47.0 49.8 43.8 49.3 39.3 48.7 39.0 39.0Effective Green, g (s) 56.2 47.0 49.8 43.8 49.3 39.3 48.7 39.0 39.0Actuated g/C Ratio 0.43 0.36 0.38 0.34 0.38 0.30 0.37 0.30 0.30Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Vehicle Extension (s) 3.0 0.2 2.0 0.2 2.0 2.0 2.0 2.0 2.0Lane Grp Cap (vph) 212 1141 260 1165 192 1052 219 1061 443v/s Ratio Prot c0.04 c0.22 0.02 c0.26 c0.08 0.23 0.04 0.27v/s Ratio Perm 0.20 0.14 c0.33 0.17 0.04v/c Ratio 0.56 0.60 0.42 0.78 1.09 0.77 0.56 0.91 0.15Uniform Delay, d1 26.1 33.8 26.9 38.7 33.0 41.3 29.5 43.8 33.3Progression Factor 1.04 0.66 1.06 0.89 1.14 0.91 1.21 0.95 1.16Incremental Delay, d2 3.3 2.3 0.4 4.8 89.4 3.2 1.6 9.3 0.0Delay (s) 30.3 24.5 28.9 39.1 126.9 40.7 37.2 51.0 38.8Level of Service C C C D F D D D DApproach Delay (s) 25.3 38.0 58.3 48.5Approach LOS C D E D

Intersection SummaryHCM 2000 Control Delay 43.7 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.91Actuated Cycle Length (s) 130.0 Sum of lost time (s) 28.0Intersection Capacity Utilization 89.3% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

E-29

Westmont Shopping Center6: S. Highland St. Existing Conditions PM





E-30

Westmont Shopping Center7: Columbia Pike & S. Highland St. Existing Conditions PM


Lane Group EBT WBT SBLLane Group Flow (vph) 731 1073 168v/c Ratio 0.33 0.42 0.71Control Delay 2.6 2.0 59.6Queue Delay 0.0 0.1 0.0Total Delay 2.6 2.1 59.6Queue Length 50th (ft) 48 43 108Queue Length 95th (ft) 46 54 174Internal Link Dist (ft) 438 73 104Turn Bay Length (ft)Base Capacity (vph) 2208 2568 292Starvation Cap Reductn 0 458 0Spillback Cap Reductn 0 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.33 0.51 0.58


E-31

Westmont Shopping Center7: Columbia Pike & S. Highland St. Existing Conditions PM


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 35 652 854 101 75 70Future Volume (vph) 35 652 854 101 75 70Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Grade (%) -1% 1% 1%Total Lost time (s) 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.99 0.98Flpb, ped/bikes 1.00 1.00 0.97Frt 1.00 0.98 0.93Flt Protected 1.00 1.00 0.97Satd. Flow (prot) 3431 3331 1609Flt Permitted 0.83 1.00 0.97Satd. Flow (perm) 2869 3331 1609Peak-hour factor, PHF 0.94 0.94 0.89 0.89 0.86 0.86Adj. Flow (vph) 37 694 960 113 87 81RTOR Reduction (vph) 0 0 6 0 27 0Lane Group Flow (vph) 0 731 1067 0 141 0Confl. Peds. (#/hr) 38 38 29 16Confl. Bikes (#/hr) 4Bus Blockages (#/hr) 0 16 13 0 0 0Parking (#/hr) 5Turn Type Perm NA NA PermProtected Phases 2 6Permitted Phases 2 4Actuated Green, G (s) 100.1 100.1 16.9Effective Green, g (s) 100.1 100.1 16.9Actuated g/C Ratio 0.77 0.77 0.13Clearance Time (s) 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0Lane Grp Cap (vph) 2209 2564 209v/s Ratio Prot c0.32v/s Ratio Perm 0.25 c0.09v/c Ratio 0.33 0.42 0.67Uniform Delay, d1 4.6 5.1 53.9Progression Factor 0.43 0.29 1.00Incremental Delay, d2 0.3 0.4 6.6Delay (s) 2.4 1.9 60.5Level of Service A A EApproach Delay (s) 2.4 1.9 60.5Approach LOS A A E

Intersection SummaryHCM 2000 Control Delay 7.1 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.45Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 67.5% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

E-32

Westmont Shopping Center8: S. Highland St. & Columbia Pike Existing Conditions PM



Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1Volume Total 463 309 427 699 88Volume Left 0 0 78 0 25Volume Right 0 78 0 0 63cSH 1700 1700 836 1700 429Volume to Capacity 0.27 0.18 0.09 0.41 0.21Queue Length 95th (ft) 0 0 8 0 19Control Delay (s) 0.0 0.0 2.7 0.0 15.5Lane LOS A CApproach Delay (s) 0.0 1.0 15.5Approach LOS C


E-33

Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Existing Conditions PM


Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 49 782 344 1010 94 394 193 80 699v/c Ratio 0.28 0.66 0.88 0.55 0.57 0.61 0.27 0.39 0.82Control Delay 30.0 29.0 45.3 20.6 42.7 39.5 16.0 46.6 54.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 30.0 29.0 45.3 20.6 42.7 39.5 16.0 46.6 54.7Queue Length 50th (ft) 22 195 169 287 53 267 75 55 288Queue Length 95th (ft) m48 240 #330 351 88 347 109 106 362Internal Link Dist (ft) 392 330 397 380Turn Bay Length (ft) 205 160 100Base Capacity (vph) 178 1186 413 1849 165 673 737 215 900Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.28 0.66 0.83 0.55 0.57 0.59 0.26 0.37 0.78


E-34

Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Existing Conditions PM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 42 607 58 310 853 56 80 335 164 72 560 69Future Volume (vph) 42 607 58 310 853 56 80 335 164 72 560 69Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) -4% 0% 0% 0%Total Lost time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 0.93 1.00 0.99Flpb, ped/bikes 0.95 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00Frt 1.00 0.99 1.00 0.99 1.00 1.00 0.85 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1715 3413 1765 3370 1767 1863 1447 1683 3444Flt Permitted 0.28 1.00 0.18 1.00 0.14 1.00 1.00 0.47 1.00Satd. Flow (perm) 512 3413 336 3370 263 1863 1447 826 3444Peak-hour factor, PHF 0.85 0.85 0.85 0.90 0.90 0.90 0.85 0.85 0.85 0.90 0.90 0.90Adj. Flow (vph) 49 714 68 344 948 62 94 394 193 80 622 77RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0Lane Group Flow (vph) 49 782 0 344 1010 0 94 394 193 80 699 0Confl. Peds. (#/hr) 87 80 80 87 57 63 63 57Confl. Bikes (#/hr) 2 4Bus Blockages (#/hr) 0 16 0 0 13 0 0 0 4 0 0 0Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NAProtected Phases 2 1 6 3 8 1 4Permitted Phases 2 6 8 8 4Actuated Green, G (s) 45.2 45.2 71.3 71.3 45.2 45.2 64.3 32.3 32.3Effective Green, g (s) 45.2 45.2 71.3 71.3 45.2 45.2 64.3 32.3 32.3Actuated g/C Ratio 0.35 0.35 0.55 0.55 0.35 0.35 0.49 0.25 0.25Clearance Time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0Vehicle Extension (s) 0.2 0.2 2.0 0.2 2.0 2.0 2.0 4.0 4.0Lane Grp Cap (vph) 178 1186 394 1848 165 647 793 205 855v/s Ratio Prot 0.23 c0.13 0.30 0.03 c0.21 0.04 c0.20v/s Ratio Perm 0.10 c0.35 0.17 0.10 0.10v/c Ratio 0.28 0.66 0.87 0.55 0.57 0.61 0.24 0.39 0.82Uniform Delay, d1 30.6 35.9 22.4 18.9 31.9 35.1 18.9 40.7 46.1Progression Factor 0.76 0.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.7 2.8 18.2 1.2 2.7 1.1 0.1 1.7 6.4Delay (s) 26.9 28.1 40.6 20.1 34.6 36.2 18.9 42.3 52.5Level of Service C C D C C D B D DApproach Delay (s) 28.0 25.3 31.1 51.4Approach LOS C C C D


E-35

Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Existing Conditions PM




E-36

Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Existing Conditions PM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 14 2 14 14 4 17 6 847 8 18 1108 32Future Volume (vph) 14 2 14 14 4 17 6 847 8 18 1108 32Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 0% 0% 0% -1%Total Lost time (s) 7.0 7.0 5.5 5.5Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 0.97 0.97 1.00 1.00Flpb, ped/bikes 0.99 0.99 1.00 1.00Frt 0.94 0.93 1.00 1.00Flt Protected 0.98 0.98 1.00 1.00Satd. Flow (prot) 1638 1643 3530 3310Flt Permitted 0.83 0.86 0.95 0.94Satd. Flow (perm) 1391 1436 3346 3099Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.93 0.93 0.93 0.94 0.94 0.94Adj. Flow (vph) 16 2 16 16 5 20 6 911 9 19 1179 34RTOR Reduction (vph) 0 14 0 0 18 0 0 1 0 0 1 0Lane Group Flow (vph) 0 20 0 0 23 0 0 925 0 0 1231 0Confl. Peds. (#/hr) 30 31 31 30 29 28 28 29Confl. Bikes (#/hr) 5 5 9 10Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 6.1 6.1 46.4 46.4Effective Green, g (s) 6.1 6.1 46.4 46.4Actuated g/C Ratio 0.09 0.09 0.71 0.71Clearance Time (s) 7.0 7.0 5.5 5.5Vehicle Extension (s) 2.0 2.0 0.2 0.2Lane Grp Cap (vph) 130 134 2388 2212v/s Ratio Protv/s Ratio Perm 0.01 c0.02 0.28 c0.40v/c Ratio 0.15 0.17 0.39 0.56Uniform Delay, d1 27.1 27.1 3.7 4.4Progression Factor 1.00 1.00 1.00 1.50Incremental Delay, d2 0.2 0.2 0.5 0.6Delay (s) 27.3 27.3 4.2 7.3Level of Service C C A AApproach Delay (s) 27.3 27.3 4.2 7.3Approach LOS C C A A


E-37

Westmont Shopping Center11: S. Glebe Rd. & West Alleyway Existing Conditions PM





E-38

Westmont Shopping Center12: S. Glebe Rd. & West Site Driveway Existing Conditions PM



Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3Volume Total 51 672 375 34 663 663Volume Left 0 0 0 34 0 0Volume Right 51 0 39 0 0 0cSH 837 1700 1700 784 1700 1700Volume to Capacity 0.06 0.40 0.22 0.04 0.39 0.39Queue Length 95th (ft) 5 0 0 3 0 0Control Delay (s) 9.6 0.0 0.0 9.8 0.0 0.0Lane LOS A AApproach Delay (s) 9.6 0.0 0.2Approach LOS A


E-39

Westmont Shopping Center13: Columbia Pike & South Site Driveway Existing Conditions PM


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 2 691 914 24 2 21Future Volume (Veh/h) 2 691 914 24 2 21Sign Control Free Free StopGrade -1% 0% 0%Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85Hourly flow rate (vph) 2 813 1075 28 2 25Pedestrians 2Lane Width (ft) 12.0Walking Speed (ft/s) 4.0Percent Blockage 0Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 210 685pX, platoon unblocked 0.91 0.88 0.91vC, conflicting volume 1105 1502 554vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 917 836 310tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 99 96cM capacity (veh/h) 672 268 622



E-40

Westmont Shopping Center14: Columbia Pike & South Site Alleyway Existing Conditions PM





E-41

Westmont Shopping Center15: South Site Alleyway/Site Alleyway & Back Driveway Existing Conditions PM



Direction, Lane # WB 1 NB 1 SB 1Volume Total 19 15 18Volume Left 13 0 12Volume Right 6 9 0cSH 995 1700 1603Volume to Capacity 0.02 0.01 0.01Queue Length 95th (ft) 1 0 1Control Delay (s) 8.7 0.0 4.9Lane LOS A AApproach Delay (s) 8.7 0.0 4.9Approach LOS A


E-42


APPENDIX F 2020 FUTURE CONDITIONS WITHOUT DEVELOPMENT SYNCHRO

WORKSHEETS

Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Future Conditons without Development AM


Lane Group EBT WBT NBT SBTLane Group Flow (vph) 346 130 1658 888v/c Ratio 0.95 0.34 0.77 0.69Control Delay 86.9 43.9 20.8 19.7Queue Delay 0.0 0.0 0.0 0.0Total Delay 86.9 43.9 20.8 19.7Queue Length 50th (ft) 307 95 538 262Queue Length 95th (ft) #496 157 638 344Internal Link Dist (ft) 269 879 1078 493Turn Bay Length (ft)Base Capacity (vph) 376 398 2156 1287Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.92 0.33 0.77 0.69

Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

F-1

Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Future Conditons without Development AM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 158 152 8 5 39 76 4 1534 87 67 729 21Future Volume (vph) 158 152 8 5 39 76 4 1534 87 67 729 21Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.5 6.5 6.0 6.0Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 0.91 0.99 1.00Flt Protected 0.98 1.00 1.00 1.00Satd. Flow (prot) 1809 1470 3503 3507Flt Permitted 0.74 0.98 0.95 0.57Satd. Flow (perm) 1370 1449 3340 1992Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.98 0.98 0.92 0.92 0.92Adj. Flow (vph) 172 165 9 5 42 83 4 1565 89 73 792 23RTOR Reduction (vph) 0 0 0 0 0 0 0 3 0 0 1 0Lane Group Flow (vph) 0 346 0 0 130 0 0 1655 0 0 887 0Confl. Peds. (#/hr) 1 1 8 5 5 8Confl. Bikes (#/hr) 5 5Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 37.2 37.2 90.3 90.3Effective Green, g (s) 37.2 37.2 90.3 90.3Actuated g/C Ratio 0.27 0.27 0.64 0.64Clearance Time (s) 6.5 6.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 364 385 2154 1284v/s Ratio Protv/s Ratio Perm c0.25 0.09 c0.50 0.45v/c Ratio 0.95 0.34 0.77 0.69Uniform Delay, d1 50.5 41.5 17.5 15.9Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 34.4 0.5 2.7 3.1Delay (s) 84.9 42.0 20.2 19.0Level of Service F D C BApproach Delay (s) 84.9 42.0 20.2 19.0Approach LOS F D C B


F-2

Westmont Shopping Center2: S. Glebe Rd. & 9th Street S. Future Conditons without Development AM





F-3

Westmont Shopping Center3: S. Highland St. & 9th Street S Future Conditons without Development AM





F-4

Westmont Shopping Center4: S. Monroe St. & Columbia Pike Future Conditons without Development AM




F-5

Westmont Shopping Center4: S. Monroe St. & Columbia Pike Future Conditons without Development AM



Intersection SummaryHCM 2000 Control Delay 24.9 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.77Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 92.2% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

F-6

Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditons without Development AM


Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 327 1349 35 564 86 1146 115 634 74v/c Ratio 0.82 0.95 0.20 0.46 0.28 0.97 0.60 0.54 0.12Control Delay 29.6 38.6 25.9 36.0 22.6 58.8 37.8 37.9 0.4Queue Delay 0.0 8.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 29.6 46.7 25.9 36.0 22.6 58.8 37.8 37.9 0.4Queue Length 50th (ft) 82 ~650 19 148 41 498 56 228 0Queue Length 95th (ft) m#173 m#770 43 191 84 #628 110 297 0Internal Link Dist (ft) 178 130 572 166Turn Bay Length (ft) 230 270 150 120Base Capacity (vph) 398 1415 179 1221 334 1186 193 1171 610Starvation Cap Reductn 0 70 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.82 1.00 0.20 0.46 0.26 0.97 0.60 0.54 0.12


F-7

Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditons without Development AM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 320 1206 116 33 344 186 83 1085 26 106 583 68Future Volume (vph) 320 1206 116 33 344 186 83 1085 26 106 583 68Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 0% 0% 1% 0%Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.97Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.95 1.00 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1764 3258 1770 3294 1759 3504 1770 3539 1539Flt Permitted 0.29 1.00 0.09 1.00 0.25 1.00 0.09 1.00 1.00Satd. Flow (perm) 546 3258 162 3294 471 3504 173 3539 1539Peak-hour factor, PHF 0.98 0.98 0.98 0.94 0.94 0.94 0.97 0.97 0.97 0.92 0.92 0.92Adj. Flow (vph) 327 1231 118 35 366 198 86 1119 27 115 634 74RTOR Reduction (vph) 0 5 0 0 56 0 0 1 0 0 0 50Lane Group Flow (vph) 327 1344 0 35 508 0 86 1145 0 115 634 24Confl. Peds. (#/hr) 31 36 36 31 11 40 40 11Confl. Bikes (#/hr) 3 1Parking (#/hr) 5 5Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 5 2 1 6 3 8 7 4Permitted Phases 2 6 8 4 4Actuated Green, G (s) 61.0 50.4 46.6 43.0 49.0 41.0 47.0 40.0 40.0Effective Green, g (s) 64.0 53.4 52.6 46.0 55.0 44.0 53.0 43.0 43.0Actuated g/C Ratio 0.49 0.41 0.40 0.35 0.42 0.34 0.41 0.33 0.33Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Vehicle Extension (s) 2.0 0.2 2.0 0.2 2.0 2.0 2.0 2.0 2.0Lane Grp Cap (vph) 399 1338 147 1165 308 1185 193 1170 509v/s Ratio Prot c0.09 c0.41 0.01 0.15 0.02 c0.33 c0.05 0.18v/s Ratio Perm 0.31 0.08 0.09 0.20 0.02v/c Ratio 0.82 1.00 0.24 0.44 0.28 0.97 0.60 0.54 0.05Uniform Delay, d1 23.3 38.3 29.4 32.1 24.0 42.3 30.5 35.5 29.6Progression Factor 0.63 0.66 1.31 1.27 0.96 0.96 1.00 1.00 1.00Incremental Delay, d2 9.8 23.3 0.3 1.2 0.2 17.1 3.3 0.3 0.0Delay (s) 24.6 48.6 39.0 42.0 23.3 57.7 33.7 35.7 29.6Level of Service C D D D C E C D CApproach Delay (s) 43.9 41.8 55.3 34.9Approach LOS D D E C


F-8

Westmont Shopping Center6: S. Highland St. & Service Road Future Conditons without Development AM





F-9

Westmont Shopping Center7: Columbia Pike & S. Highland St. Future Conditons without Development AM




F-10

Westmont Shopping Center7: Columbia Pike & S. Highland St. Future Conditons without Development AM




F-11

Westmont Shopping Center8: S. Highland St. & Columbia Pike Future Conditons without Development AM





F-12

Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Future Conditons without Development AM


Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 101 1338 72 569 88 761 512 23 292v/c Ratio 0.30 0.92 0.52 0.33 0.24 1.08 0.86 0.41 0.32Control Delay 11.6 27.8 30.5 18.7 28.1 97.8 44.8 64.2 39.2Queue Delay 0.0 4.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 11.6 32.5 30.5 18.7 28.1 97.8 44.8 64.2 39.2Queue Length 50th (ft) 25 471 30 141 48 ~718 328 16 104Queue Length 95th (ft) m55 #621 61 181 86 #961 #514 #55 147Internal Link Dist (ft) 392 346 397 393Turn Bay Length (ft) 205 160 100Base Capacity (vph) 341 1461 138 1746 380 702 594 56 926Starvation Cap Reductn 0 86 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.30 0.97 0.52 0.33 0.23 1.08 0.86 0.41 0.32


F-13

Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Future Conditons without Development AM




F-14

Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Future Conditons without Development AM




F-15

Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Future Conditons without Development AM




F-16

Westmont Shopping Center11: S. Glebe Rd. & West Alleyway Future Conditons without Development AM





F-17

Westmont Shopping Center12: S. Glebe Rd. & West Site Driveway Future Conditons without Development AM



Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3Volume Total 13 1143 585 5 411 411Volume Left 0 0 0 5 0 0Volume Right 13 0 13 0 0 0cSH 724 1700 1700 406 1700 1700Volume to Capacity 0.02 0.67 0.34 0.01 0.24 0.24Queue Length 95th (ft) 1 0 0 1 0 0Control Delay (s) 10.1 0.0 0.0 14.0 0.0 0.0Lane LOS B BApproach Delay (s) 10.1 0.0 0.1Approach LOS B


F-18

Westmont Shopping Center13: Columbia Pike & South Site Driveway Future Conditons without Development AM





F-19

Westmont Shopping Center14: Columbia Pike & South Site Alleyway Future Conditons without Development AM





F-20

Westmont Shopping Center15: South Site Alleyway/Site Alleyway & Back Driveway Future Conditons without Development AM





F-21

Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Future Conditions without Development PM


Lane Group EBT WBT NBT SBTLane Group Flow (vph) 96 169 1038 1381v/c Ratio 0.45 0.68 0.43 0.66Control Delay 53.8 63.1 5.0 11.7Queue Delay 0.0 0.0 0.0 0.0Total Delay 53.8 63.1 5.0 11.7Queue Length 50th (ft) 74 135 80 275Queue Length 95th (ft) 122 200 m154 440Internal Link Dist (ft) 228 879 1079 411Turn Bay Length (ft)Base Capacity (vph) 318 377 2428 2106Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.30 0.45 0.43 0.66


F-22

Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Future Conditions without Development PM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 38 41 9 19 82 54 6 915 33 56 1170 44Future Volume (vph) 38 41 9 19 82 54 6 915 33 56 1170 44Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.5 6.5 6.0 6.0Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 0.99 0.95 0.99 0.99Flt Protected 0.98 0.99 1.00 1.00Satd. Flow (prot) 1792 1530 3512 3503Flt Permitted 0.68 0.95 0.94 0.82Satd. Flow (perm) 1237 1464 3313 2872Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 41 45 10 21 89 59 7 995 36 61 1272 48RTOR Reduction (vph) 0 0 0 0 0 0 0 2 0 0 2 0Lane Group Flow (vph) 0 96 0 0 169 0 0 1036 0 0 1379 0Confl. Peds. (#/hr) 17 17 16 14 14 16Confl. Bikes (#/hr) 5 1Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 22.3 22.3 95.2 95.2Effective Green, g (s) 22.3 22.3 95.2 95.2Actuated g/C Ratio 0.17 0.17 0.73 0.73Clearance Time (s) 6.5 6.5 6.0 6.0Vehicle Extension (s) 5.0 5.0 0.2 0.2Lane Grp Cap (vph) 212 251 2426 2103v/s Ratio Protv/s Ratio Perm 0.08 c0.12 0.31 c0.48v/c Ratio 0.45 0.67 0.43 0.66Uniform Delay, d1 48.4 50.4 6.8 9.0Progression Factor 1.00 1.00 0.62 1.00Incremental Delay, d2 3.2 9.0 0.4 1.6Delay (s) 51.6 59.4 4.6 10.6Level of Service D E A BApproach Delay (s) 51.6 59.4 4.6 10.6Approach LOS D E A B


F-23

Westmont Shopping Center2: S. Glebe Rd. & 9th Street S. Future Conditions without Development PM



Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2Volume Total 33 47 508 512 634 669Volume Left 9 13 7 0 5 0Volume Right 4 21 0 11 0 40cSH 157 259 592 1700 813 1700Volume to Capacity 0.21 0.18 0.01 0.30 0.01 0.39Queue Length 95th (ft) 19 16 1 0 0 0Control Delay (s) 34.0 21.9 0.3 0.0 0.2 0.0Lane LOS D C A AApproach Delay (s) 34.0 21.9 0.2 0.1Approach LOS D C


F-24

Westmont Shopping Center3: S. Highland St. & 9th Street S Future Conditions without Development PM



Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 35 85 140 85Volume Left 4 54 21 9Volume Right 18 7 47 2cSH 755 644 1503 1437Volume to Capacity 0.05 0.13 0.01 0.01Queue Length 95th (ft) 4 11 1 0Control Delay (s) 10.0 11.4 1.2 0.8Lane LOS A B A AApproach Delay (s) 10.0 11.4 1.2 0.8Approach LOS A B


F-25

Westmont Shopping Center4: S. Monroe St. & Columbia Pike Future Conditions without Development PM




F-26

Westmont Shopping Center4: S. Monroe St. & Columbia Pike Future Conditions without Development PM




F-27

Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditions without Development PM


Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 140 821 109 1038 230 802 126 978 125v/c Ratio 0.74 0.71 0.51 0.90 1.20 0.76 0.56 0.91 0.26Control Delay 58.3 26.2 35.0 50.3 160.2 41.6 34.6 52.3 21.3Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 58.3 26.3 35.0 50.3 160.2 41.6 34.6 52.3 21.3Queue Length 50th (ft) 77 180 51 325 ~186 316 55 289 26Queue Length 95th (ft) #169 238 92 #581 #363 271 m117 433 m85Internal Link Dist (ft) 178 130 572 166Turn Bay Length (ft) 230 270 150 120Base Capacity (vph) 193 1151 213 1151 192 1082 256 1143 518Starvation Cap Reductn 0 14 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.73 0.72 0.51 0.90 1.20 0.74 0.49 0.86 0.24


F-28

Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditions without Development PM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 137 641 164 100 873 82 212 703 35 120 929 119Future Volume (vph) 137 641 164 100 873 82 212 703 35 120 929 119Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 0% 0% 1% 0%Total Lost time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Frpb, ped/bikes 1.00 0.98 1.00 0.99 1.00 1.00 1.00 1.00 0.93Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.97 1.00 0.99 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3163 1765 3467 1761 3479 1766 3539 1478Flt Permitted 0.09 1.00 0.22 1.00 0.10 1.00 0.17 1.00 1.00Satd. Flow (perm) 160 3163 403 3467 187 3479 311 3539 1478Peak-hour factor, PHF 0.98 0.98 0.98 0.92 0.92 0.92 0.92 0.92 0.92 0.95 0.95 0.95Adj. Flow (vph) 140 654 167 109 949 89 230 764 38 126 978 125RTOR Reduction (vph) 0 17 0 0 5 0 0 3 0 0 0 42Lane Group Flow (vph) 140 804 0 109 1033 0 230 799 0 126 978 83Confl. Peds. (#/hr) 56 50 50 56 31 57 57 31Confl. Bikes (#/hr) 3 2 2 1Parking (#/hr) 5 5Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 5 2 1 6 3 8 7 4Permitted Phases 2 6 8 4 4Actuated Green, G (s) 56.2 46.6 49.0 43.0 49.6 39.6 49.2 39.4 39.4Effective Green, g (s) 56.2 46.6 49.0 43.0 49.6 39.6 49.2 39.4 39.4Actuated g/C Ratio 0.43 0.36 0.38 0.33 0.38 0.30 0.38 0.30 0.30Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Vehicle Extension (s) 3.0 0.2 2.0 0.2 2.0 2.0 2.0 2.0 2.0Lane Grp Cap (vph) 188 1133 214 1146 192 1059 227 1072 447v/s Ratio Prot c0.05 0.25 0.02 c0.30 c0.09 0.23 0.04 0.28v/s Ratio Perm c0.27 0.17 c0.36 0.17 0.06v/c Ratio 0.74 0.71 0.51 0.90 1.20 0.75 0.56 0.91 0.19Uniform Delay, d1 28.7 35.9 28.0 41.5 33.1 40.8 29.0 43.6 33.5Progression Factor 1.36 0.63 1.16 0.94 1.13 0.90 1.21 0.95 1.16Incremental Delay, d2 14.4 3.7 0.6 10.6 127.1 2.6 1.3 9.2 0.1Delay (s) 53.4 26.4 33.0 49.7 164.6 39.5 36.5 50.8 39.0Level of Service D C C D F D D D DApproach Delay (s) 30.3 48.1 67.4 48.2Approach LOS C D E D


F-29

Westmont Shopping Center6: S. Highland St. & Back Drvieway Future Conditions without Development PM



Direction, Lane # EB 1 NB 1 SB 1Volume Total 19 150 147Volume Left 4 15 0Volume Right 15 0 2cSH 747 1307 1700Volume to Capacity 0.03 0.01 0.09Queue Length 95th (ft) 2 1 0Control Delay (s) 9.9 0.9 0.0Lane LOS A AApproach Delay (s) 9.9 0.9 0.0Approach LOS A


F-30

Westmont Shopping Center7: Columbia Pike & S. Highland St. Future Conditions without Development PM




F-31

Westmont Shopping Center7: Columbia Pike & S. Highland St. Future Conditions without Development PM




F-32

Westmont Shopping Center8: S. Highland St. & Columbia Pike Future Conditions without Development PM




Intersection SummaryAverage Delay 1.3Intersection Capacity Utilization 69.6% ICU Level of Service CAnalysis Period (min) 15

F-33

Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Future Conditions without Development PM




F-34

Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Future Conditions without Development PM




F-35

Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Future Conditions without Development PM




F-36

Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Future Conditions without Development PM




F-37

Westmont Shopping Center11: S. Glebe Rd. & West Alleyway Future Conditions without Development PM





F-38

Westmont Shopping Center12: S. Glebe Rd. & West Site Driveway Future Conditions without Development PM





F-39

Westmont Shopping Center13: Columbia Pike & South Site Driveway Future Conditions without Development PM





F-40

Westmont Shopping Center14: Columbia Pike & South Site Alleyway Future Conditions without Development PM





F-41

Westmont Shopping Center15: South Site Alleyway/Site Alleyway & Back Driveway Future Conditions without Development PM





F-42


APPENDIX G 2020 FUTURE CONDITIONS WITH DEVELOPMENT SYNCHRO

WORKSHEETS

Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Future Conditions with Development AM


Lane Group EBT WBT NBT SBTLane Group Flow (vph) 346 130 1670 887v/c Ratio 1.05 0.33 0.79 0.71Control Delay 110.4 43.2 21.9 20.7Queue Delay 0.0 0.0 0.0 0.0Total Delay 110.4 43.2 21.9 20.7Queue Length 50th (ft) ~341 95 546 264Queue Length 95th (ft) #539 157 647 347Internal Link Dist (ft) 269 879 1073 493Turn Bay Length (ft)Base Capacity (vph) 331 398 2125 1255Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 1.05 0.33 0.79 0.71


G-1

Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Future Conditions with Development AM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 158 152 8 5 39 76 4 1545 87 67 728 21Future Volume (vph) 158 152 8 5 39 76 4 1545 87 67 728 21Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.5 6.5 6.0 6.0Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 0.91 0.99 1.00Flt Protected 0.98 1.00 1.00 1.00Satd. Flow (prot) 1583 1470 3504 3507Flt Permitted 0.74 0.98 0.95 0.56Satd. Flow (perm) 1205 1450 3340 1973Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.98 0.98 0.92 0.92 0.92Adj. Flow (vph) 172 165 9 5 42 83 4 1577 89 73 791 23RTOR Reduction (vph) 0 0 0 0 0 0 0 3 0 0 1 0Lane Group Flow (vph) 0 346 0 0 130 0 0 1667 0 0 886 0Confl. Peds. (#/hr) 1 1 8 5 5 8Confl. Bikes (#/hr) 5 5Parking (#/hr) 5 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 38.5 38.5 89.0 89.0Effective Green, g (s) 38.5 38.5 89.0 89.0Actuated g/C Ratio 0.28 0.28 0.64 0.64Clearance Time (s) 6.5 6.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 331 398 2123 1254v/s Ratio Protv/s Ratio Perm c0.29 0.09 c0.50 0.45v/c Ratio 1.05 0.33 0.79 0.71Uniform Delay, d1 50.8 40.4 18.5 16.9Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 61.8 0.5 3.0 3.4Delay (s) 112.5 40.9 21.6 20.2Level of Service F D C CApproach Delay (s) 112.5 40.9 21.6 20.2Approach LOS F D C C


G-2

Westmont Shopping Center2: S. Glebe Rd. & 9th Street S. Future Conditions with Development AM





G-3

Westmont Shopping Center3: S. Highland St. & 9th Street S./9th Street Future Conditions with Development AM





G-4

Westmont Shopping Center4: S. Monroe St. & Columbia Pike Future Conditions with Development AM




G-5

Westmont Shopping Center4: S. Monroe St. & Columbia Pike Future Conditions with Development AM



Intersection SummaryHCM 2000 Control Delay 25.1 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.77Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 92.3% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

G-6

Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditions with Development AM


Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 331 1348 55 586 86 1144 115 634 74v/c Ratio 0.85 1.00 0.31 0.48 0.28 0.96 0.60 0.54 0.12Control Delay 32.5 46.6 28.3 36.6 22.6 58.3 37.8 37.9 0.4Queue Delay 0.0 14.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 32.5 60.6 28.3 36.6 22.6 58.3 37.8 37.9 0.4Queue Length 50th (ft) 72 ~652 30 163 41 497 56 228 0Queue Length 95th (ft) m#169 m#765 59 206 84 #626 110 297 0Internal Link Dist (ft) 178 130 572 166Turn Bay Length (ft) 230 270 150 120Base Capacity (vph) 389 1350 179 1218 334 1187 193 1171 610Starvation Cap Reductn 0 59 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.85 1.04 0.31 0.48 0.26 0.96 0.60 0.54 0.12


G-7

Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditions with Development AM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 324 1205 116 52 365 186 83 1084 25 106 583 68Future Volume (vph) 324 1205 116 52 365 186 83 1084 25 106 583 68Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 0% 0% 1% 0%Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.97Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.95 1.00 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1764 3258 1770 3304 1759 3504 1770 3539 1539Flt Permitted 0.28 1.00 0.09 1.00 0.25 1.00 0.09 1.00 1.00Satd. Flow (perm) 522 3258 162 3304 471 3504 173 3539 1539Peak-hour factor, PHF 0.98 0.98 0.98 0.94 0.94 0.94 0.97 0.97 0.97 0.92 0.92 0.92Adj. Flow (vph) 331 1230 118 55 388 198 86 1118 26 115 634 74RTOR Reduction (vph) 0 5 0 0 50 0 0 1 0 0 0 50Lane Group Flow (vph) 331 1343 0 55 536 0 86 1143 0 115 634 24Confl. Peds. (#/hr) 31 36 36 31 11 40 40 11Confl. Bikes (#/hr) 3 1Parking (#/hr) 5 5Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 5 2 1 6 3 8 7 4Permitted Phases 2 6 8 4 4Actuated Green, G (s) 60.2 49.2 47.8 43.0 49.0 41.0 47.0 40.0 40.0Effective Green, g (s) 64.0 52.2 53.8 46.0 55.0 44.0 53.0 43.0 43.0Actuated g/C Ratio 0.49 0.40 0.41 0.35 0.42 0.34 0.41 0.33 0.33Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Vehicle Extension (s) 2.0 0.2 2.0 0.2 2.0 2.0 2.0 2.0 2.0Lane Grp Cap (vph) 390 1308 163 1169 308 1185 193 1170 509v/s Ratio Prot c0.09 c0.41 0.02 0.16 0.02 c0.33 c0.05 0.18v/s Ratio Perm 0.33 0.12 0.09 0.20 0.02v/c Ratio 0.85 1.03 0.34 0.46 0.28 0.96 0.60 0.54 0.05Uniform Delay, d1 23.9 38.9 29.6 32.4 24.0 42.2 30.5 35.5 29.6Progression Factor 0.70 0.64 1.31 1.25 0.97 0.96 1.00 1.00 1.00Incremental Delay, d2 11.3 28.1 0.4 1.3 0.2 16.9 3.3 0.3 0.0Delay (s) 28.0 53.0 39.3 41.6 23.3 57.4 33.7 35.7 29.6Level of Service C D D D C E C D CApproach Delay (s) 48.0 41.4 55.0 34.9Approach LOS D D E C


G-8

Westmont Shopping Center6: S. Highland St. Future Conditions with Development AM





G-9

Westmont Shopping Center7: Columbia Pike & S. Highland St. Future Conditions with Development AM




G-10

Westmont Shopping Center7: Columbia Pike & S. Highland St. Future Conditions with Development AM




G-11

Westmont Shopping Center8: S. Highland St. & Columbia Pike Future Conditions with Development AM





G-12

Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Future Conditions with Development AM


Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBTLane Group Flow (vph) 101 1352 72 564 87 761 512 23 293v/c Ratio 0.30 0.93 0.52 0.32 0.24 1.08 0.86 0.41 0.32Control Delay 11.0 27.2 30.5 18.7 28.0 97.8 44.8 64.2 39.2Queue Delay 0.0 5.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 11.0 33.0 30.5 18.7 28.0 97.8 44.8 64.2 39.2Queue Length 50th (ft) 25 480 30 140 47 ~718 328 16 104Queue Length 95th (ft) m55 #700 61 180 85 #961 #514 #55 147Internal Link Dist (ft) 392 330 397 1107Turn Bay Length (ft) 205 160 100Base Capacity (vph) 342 1461 138 1746 380 702 594 56 927Starvation Cap Reductn 0 86 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.30 0.98 0.52 0.32 0.23 1.08 0.86 0.41 0.32


G-13

Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Future Conditions with Development AM




G-14

Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Future Conditions with Development AM




G-15

Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Future Conditions with Development AM




G-16

Westmont Shopping Center11: S. Glebe Rd. & West Alleyway Future Conditions with Development AM



Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2Volume Total 23 1109 567 413 413Volume Left 0 0 0 0 0Volume Right 23 0 12 0 0cSH 727 1700 1700 1700 1700Volume to Capacity 0.03 0.65 0.33 0.24 0.24Queue Length 95th (ft) 2 0 0 0 0Control Delay (s) 10.1 0.0 0.0 0.0 0.0Lane LOS BApproach Delay (s) 10.1 0.0 0.0Approach LOS B


G-17

Westmont Shopping Center12: S. Glebe Rd. & West Site Driveway Future Conditions with Development AM



Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3Volume Total 2 1152 579 3 412 412Volume Left 0 0 0 3 0 0Volume Right 2 0 3 0 0 0cSH 726 1700 1700 404 1700 1700Volume to Capacity 0.00 0.68 0.34 0.01 0.24 0.24Queue Length 95th (ft) 0 0 0 1 0 0Control Delay (s) 10.0 0.0 0.0 14.0 0.0 0.0Lane LOS A BApproach Delay (s) 10.0 0.0 0.1Approach LOS A


G-18

Westmont Shopping Center13: Columbia Pike & South Site Driveway Future Conditions with Development AM



Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1Volume Total 484 968 442 221 0Volume Left 0 0 0 0 0Volume Right 0 0 0 0 0cSH 923 1700 1700 1700 1700Volume to Capacity 0.00 0.57 0.26 0.13 0.00Queue Length 95th (ft) 0 0 0 0 0Control Delay (s) 0.0 0.0 0.0 0.0 0.0Lane LOS AApproach Delay (s) 0.0 0.0 0.0Approach LOS A


G-19

Westmont Shopping Center14: Columbia Pike & South Site Alleyway Future Conditions with Development AM





G-20

Westmont Shopping Center15: South Site Alleyway/Site Alley & Back Driveway Future Conditions with Development AM





G-21

Westmont Shopping Center16: Resdiential Access & West Alleyway/Site Allley Future Conditions with Development AM


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 9 7 0 18 53Future Volume (Veh/h) 0 9 7 0 18 53Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 10 8 0 20 58PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 10 21 5vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 10 21 5tC, single (s) 4.1 6.4 6.2tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 98 95cM capacity (veh/h) 1610 991 1078

Direction, Lane # EB 1 WB 1 NB 1Volume Total 10 8 78Volume Left 0 8 20Volume Right 10 0 58cSH 1700 1610 1054Volume to Capacity 0.01 0.00 0.07Queue Length 95th (ft) 0 0 6Control Delay (s) 0.0 7.2 8.7Lane LOS A AApproach Delay (s) 0.0 7.2 8.7Approach LOS A


G-22

Westmont Shopping Center17: Site Alley/Site Allley & Site Retail Driveway Future Conditions with Development AM


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 0 3 1 7 53 0Future Volume (Veh/h) 0 3 1 7 53 0Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 3 1 8 58 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 68 58 58vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 68 58 58tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 100 100cM capacity (veh/h) 936 1008 1546



G-23

Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Future Conditions with Development PM

Westmont Shopping Center Synchro 9 - ReportWells + Associtates Page 1

Lane Group EBT WBT NBT SBTLane Group Flow (vph) 96 168 1024 1367v/c Ratio 0.52 0.67 0.42 0.65Control Delay 58.0 63.0 5.3 11.4Queue Delay 0.0 0.0 0.0 0.0Total Delay 58.0 63.0 5.3 11.4Queue Length 50th (ft) 75 134 85 269Queue Length 95th (ft) 125 199 m161 427Internal Link Dist (ft) 228 659 1088 411Turn Bay Length (ft)Base Capacity (vph) 278 378 2443 2110Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.35 0.44 0.42 0.65


G-24

Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Future Conditions with Development PM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 38 41 9 18 82 54 5 903 34 56 1157 44Future Volume (vph) 38 41 9 18 82 54 5 903 34 56 1157 44Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.5 6.5 6.0 6.0Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 0.99 0.95 0.99 0.99Flt Protected 0.98 0.99 1.00 1.00Satd. Flow (prot) 1568 1530 3511 3503Flt Permitted 0.67 0.95 0.95 0.82Satd. Flow (perm) 1081 1467 3329 2876Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 41 45 10 20 89 59 5 982 37 61 1258 48RTOR Reduction (vph) 0 0 0 0 0 0 0 2 0 0 2 0Lane Group Flow (vph) 0 96 0 0 168 0 0 1022 0 0 1365 0Confl. Peds. (#/hr) 17 17 16 14 14 16Confl. Bikes (#/hr) 5 1Parking (#/hr) 5 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 22.2 22.2 95.3 95.3Effective Green, g (s) 22.2 22.2 95.3 95.3Actuated g/C Ratio 0.17 0.17 0.73 0.73Clearance Time (s) 6.5 6.5 6.0 6.0Vehicle Extension (s) 5.0 5.0 0.2 0.2Lane Grp Cap (vph) 184 250 2440 2108v/s Ratio Protv/s Ratio Perm 0.09 c0.11 0.31 c0.47v/c Ratio 0.52 0.67 0.42 0.65Uniform Delay, d1 49.1 50.5 6.7 8.8Progression Factor 1.00 1.00 0.67 1.00Incremental Delay, d2 5.0 9.0 0.4 1.6Delay (s) 54.1 59.4 4.8 10.4Level of Service D E A BApproach Delay (s) 54.1 59.4 4.8 10.4Approach LOS D E A B


G-25

Westmont Shopping Center2: S. Glebe Rd. & 9th Street S. Future Conditions with Development PM



Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2Volume Total 33 47 501 505 626 661Volume Left 9 13 7 0 5 0Volume Right 4 21 0 11 0 40cSH 159 263 599 1700 825 1700Volume to Capacity 0.21 0.18 0.01 0.30 0.01 0.39Queue Length 95th (ft) 19 16 1 0 0 0Control Delay (s) 33.4 21.7 0.3 0.0 0.2 0.0Lane LOS D C A AApproach Delay (s) 33.4 21.7 0.2 0.1Approach LOS D C


G-26

Westmont Shopping Center3: S. Highland St. & 9th Street S Future Conditions with Development PM





G-27

Westmont Shopping Center4: S. Monroe St. & Columbia Pike Future Conditions with Development PM




G-28

Westmont Shopping Center4: S. Monroe St. & Columbia Pike Future Conditions with Development PM




G-29

Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditions with Development PM


Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 160 821 123 1037 230 807 126 978 125v/c Ratio 0.83 0.71 0.58 0.91 1.20 0.76 0.56 0.91 0.26Control Delay 73.2 22.4 37.8 51.1 160.2 41.8 35.0 52.3 20.8Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 73.2 22.4 37.8 51.1 160.2 41.8 35.0 52.3 20.8Queue Length 50th (ft) 101 155 58 328 ~187 318 55 288 25Queue Length 95th (ft) #213 166 100 #581 #363 273 m120 430 m85Internal Link Dist (ft) 178 130 576 166Turn Bay Length (ft) 230 270 150 120Base Capacity (vph) 193 1150 212 1143 192 1082 254 1143 519Starvation Cap Reductn 0 11 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.83 0.72 0.58 0.91 1.20 0.75 0.50 0.86 0.24


G-30

Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditions with Development PM


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 157 641 164 113 874 80 212 708 34 120 929 119Future Volume (vph) 157 641 164 113 874 80 212 708 34 120 929 119Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 0% 0% 1% 0%Total Lost time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Frpb, ped/bikes 1.00 0.98 1.00 0.99 1.00 1.00 1.00 1.00 0.93Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.97 1.00 0.99 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3163 1765 3468 1761 3481 1766 3539 1478Flt Permitted 0.09 1.00 0.22 1.00 0.10 1.00 0.16 1.00 1.00Satd. Flow (perm) 160 3163 406 3468 187 3481 306 3539 1478Peak-hour factor, PHF 0.98 0.98 0.98 0.92 0.92 0.92 0.92 0.92 0.92 0.95 0.95 0.95Adj. Flow (vph) 160 654 167 123 950 87 230 770 37 126 978 125RTOR Reduction (vph) 0 17 0 0 5 0 0 3 0 0 0 43Lane Group Flow (vph) 160 804 0 123 1032 0 230 804 0 126 978 82Confl. Peds. (#/hr) 56 50 50 56 31 57 57 31Confl. Bikes (#/hr) 3 2 2 1Parking (#/hr) 5 5Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA PermProtected Phases 5 2 1 6 3 8 7 4Permitted Phases 2 6 8 4 4Actuated Green, G (s) 56.5 46.6 48.7 42.7 49.6 39.6 49.2 39.4 39.4Effective Green, g (s) 56.5 46.6 48.7 42.7 49.6 39.6 49.2 39.4 39.4Actuated g/C Ratio 0.43 0.36 0.37 0.33 0.38 0.30 0.38 0.30 0.30Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0Vehicle Extension (s) 3.0 0.2 2.0 0.2 2.0 2.0 2.0 2.0 2.0Lane Grp Cap (vph) 192 1133 214 1139 192 1060 225 1072 447v/s Ratio Prot c0.06 0.25 0.03 c0.30 c0.09 0.23 0.04 0.28v/s Ratio Perm c0.30 0.19 c0.36 0.17 0.06v/c Ratio 0.83 0.71 0.57 0.91 1.20 0.76 0.56 0.91 0.18Uniform Delay, d1 29.1 35.9 28.6 41.7 33.1 40.9 29.1 43.6 33.4Progression Factor 1.54 0.53 1.12 0.94 1.13 0.90 1.22 0.95 1.16Incremental Delay, d2 24.1 3.5 2.1 11.1 127.1 2.7 1.5 9.3 0.1Delay (s) 68.9 22.5 34.1 50.5 164.6 39.6 36.9 50.8 39.0Level of Service E C C D F D D D DApproach Delay (s) 30.0 48.8 67.3 48.2Approach LOS C D E D


G-31

Westmont Shopping Center6: S. Highland St. & Service Road Future Conditions with Development PM





G-32

Westmont Shopping Center7: Columbia Pike & S. Highland St. Future Conditions with Development PM




G-33

Westmont Shopping Center7: Columbia Pike & S. Highland St. Future Conditions with Development PM




G-34

Westmont Shopping Center8: S. Highland St. & Columbia Pike Future Conditions with Development PM




Intersection SummaryAverage Delay 1.3Intersection Capacity Utilization 70.4% ICU Level of Service CAnalysis Period (min) 15

G-35

Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Future Conditions with Development PM




G-36

Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Future Conditions with Development PM




G-37

Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Future Conditions with Development PM




G-38

Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Future Conditions with Development PM




G-39

Westmont Shopping Center11: S. Glebe Rd. & West Alleyway Future Conditions with Development PM





G-40

Westmont Shopping Center12: S. Glebe Rd. & West Site Driveway Future Conditions with Development PM





G-41

Westmont Shopping Center13: Columbia Pike & South Site Driveway Future Conditions with Development PM



Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1Volume Total 288 575 774 387 0Volume Left 0 0 0 0 0Volume Right 0 0 0 0 0cSH 643 1700 1700 1700 1700Volume to Capacity 0.00 0.34 0.46 0.23 0.00Queue Length 95th (ft) 0 0 0 0 0Control Delay (s) 0.0 0.0 0.0 0.0 0.0Lane LOS AApproach Delay (s) 0.0 0.0 0.0Approach LOS A


G-42

Westmont Shopping Center14: Columbia Pike & South Site Alleyway Future Conditions with Development PM





G-43

Westmont Shopping Center15: South Site Alleyway/Site Alley & Back Driveway Future Conditions with Development PM





G-44

Westmont Shopping Center16: Residential Access & West Alleyway/West Alley Future Conditions with Development PM


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 39 32 3 10 28Future Volume (Veh/h) 0 39 32 3 10 28Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 42 35 3 11 30PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 42 94 21vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 42 94 21tC, single (s) 4.1 6.4 6.2tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 98 99 97cM capacity (veh/h) 1567 885 1056

Direction, Lane # EB 1 WB 1 NB 1Volume Total 42 38 41Volume Left 0 35 11Volume Right 42 0 30cSH 1700 1567 1004Volume to Capacity 0.02 0.02 0.04Queue Length 95th (ft) 0 2 3Control Delay (s) 0.0 6.8 8.7Lane LOS A AApproach Delay (s) 0.0 6.8 8.7Approach LOS A


G-45

Westmont Shopping Center17: Site Alley/West Alley & Retail Site Driveway Future Conditions with Development PM


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 0 26 12 28 28 0Future Volume (Veh/h) 0 26 12 28 28 0Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 28 13 30 30 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 86 30 30vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 86 30 30tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 97 99cM capacity (veh/h) 908 1044 1583



G-46

scope of work meeting form - amazon web …...scope of work meeting form westmont shopping center...

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