Appendix a Scoping Agreement

Westmont Shopping Center December 14, 2018

APPENDIX A SCOPING AGREEMENT

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

Contact Information Consultant Name: Mike Pinkoske, PTP Tele: 703.676.3609 E-mail: [email protected] Developer/Owner Stacy C. Hornstein Name: Republic Properties Corp. Tele: 301.385.8041 E-mail: [email protected]

Project Information Project Name: Westmont Shopping Center

The Westmont Shopping Center is located in the northeast quadrant of the Project Location: 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. 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 Project Description: 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 / See Tables 1 and 2 for Trip ITE Land Uses Trip Generation Generation Tables Retail – 820 Residential – 220 Existing Westmont Shopping Center Site 44,047 SF Retail Uses Note: The proposed redevelopment would not exceed Proposed Westmont Shopping Center Site the VDOT Chapter 870 thresholds 245 Residential Dwelling Units of 5,000 new daily trips (see Table 24,140 SF Retail Uses 1).

A-1 Traffic Impact Analysis Assumptions

Study Period Existing Year: 2017 Build-out Year: 2020 Design Year: N/A Study Area Boundaries North: 7th Street S. South: 12th Street S. (Attach map)

East: S. Walter Reed Drive West: S. Monroe Street See Figure 2 Consistency With Development would be consistent with the General Land Use Plan (GLUP) Comprehensive Plan and the Columbia Pike Special Revitalization District. Published VDOT Average Annual Daily Traffic (AADT) Data: S. Glebe Drive – 2016: 31,000 Columbia Pike – 2016: 24,000 Available Traffic Data 2015: 30,000 2015: 24,000 (Historical, forecasts) 2014: 30,000 2014: 25,000 2013: 31,000 2013: 25,000 2012: 40,000 2012: 26,000

North: South: Trip Distribution Road Name: 20% / 20% / E __% W % S. Glebe Road See Figure 2 25% out 25%

East: West: Road Name: N __% S __% 20% / 20% / Columbia Pike (Retail/Residential) 30% 20% *Existing driveway counts Road Name: North: South: E __% W __% will be reviewed to verify the S. Highland Street 5% / 5% 5% / 0% retail distributions and/or modified accordingly. North: Road Name: South: 5% / E __% W __% S. Walter Reed Drive 5% / 0% 20% in Annual Vehicle Trip Based on a review of VDOT AM Growth Rate: AADT data in the site vicinity, a Peak Period for Study

rate of 0.5 - percent will be (circle all that apply) PM See Table 3 used, compounded annually. 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 Study Intersections 4. Columbia Pike/S. Monroe 10. 12th Street S./S. Glebe Road See Figure 2 Street 11. Five (5) existing site driveways along 5. Columbia Pike/S. Glebe Road Columbia Pike, S. Glebe Road, and the adjacent alley 6. Alley/S. Highland Street

A-2 **Based on a review of peak hour traffic counts in the area, traffic count data will be collected between 7am-10am and 4pm-7pm at all site driveways and off-site study intersection on a typical weekday when public schools are in session. Internal allowance:  Yes X No Pass-by allowance: X Yes  No Reduction: Reduction: 34% (Retail Only) X Synchro 9.1  HCS A Non-Auto mode split reduction of 30% Trip Adjustment (v.2000/+)  aaSIDRA  will be assumed for residential use based on Factors CORSIM  Other 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.

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 Improvement(s) • Columbia Pike – S. Oakland Street to S. Wakefield Street Assumed • Columbia Pike – S. Dinwiddie Street to S. Jefferson Street

Columbia Pike Multimodal Street Improvements • Utility Undergrounding & Streetscape Improvements: o Wakefield Street to Oakland Street o Garfield Street to Quinn Street o Orme Street to Joyce Street Pipeline developments in the vicinity of the site, that are planned to be constructed and operational by 2020, to be included in the analysis are as follows: Background Traffic • Columbia Pike Village Center Studies Considered • Trafalgar Flats • Axumite Village • Gilliam Place • 2400 Columbia Pike

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

X Queuing analysis  Actuation/Coordination  Weaving analysis Additional Issues to be  Merge analysis X Bike/Ped Accommodations X Intersection(LOS) Addressed X TDM Measures Existing site traffic will be removed from the road network based on observed traffic counts. New site traffic will be assigned to the network Site Forecast using the proposed site trip generation table along with the site Assumptions distributions. Note that the distributions may be refined upon traffic count collection.

A-3 ADDITIONAL NOTES:

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

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

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

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

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

SIGNED: 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 A-5 Table 1 Westmont Shopping Center Chapter 870 Compliance Trip Generation Analysis 1 AM Peak Hour PM Peak Hour Land Use ITE Code Size Units Weekday ADT IN OUT TOTAL IN OUT TOTAL Existing Conditions Retail 820 44,047 SF 59 36 95 166 180 346 3,985 Total Existing Trips 59 36 95 166 180 346 3,985 Proposed Conditions Residential 220 245 DU 25 99 124 99 53 152 1,608 Retail 820 24,140 SF 14 9 23 43 47 90 2,696 Total Proposed Trips 39 108 147 142 100 242 4,304 Summary Total Existing Trips 59 36 95 166 180 346 3,985 Total Proposed Trips 39 108 147 142 100 242 4,304 Difference (20) 72 52 (24) (80) (104) 319

A-6 Notes: 1. Trips generated using Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition. Table 2 Westmont Shopping Center TIA Trip Generation Analysis 1 AM Peak Hour PM Peak Hour Land Use ITE Code Size Units Weekday ADT IN OUT TOTAL IN OUT TOTAL Proposed Conditions Residential 220 245 DU 25 99 124 99 53 152 1,608 Non‐Auto2 30% (8) (30) (37) (30) (16) (46) (482) Residential with Adjustments 17 69 87 69 37 106 1,126 Retail 820 24,140 SF 14 9 23 43 47 90 2,696 Non‐Auto2 20% (3) (2) (5) (9) (9) (18) (539) Subtotal 11 7 18 34 38 72 2,157 Pass‐by Reduction3 34% (4) (2) (6) (12) (13) (24) (733) Retail with Adjustments 7 5 12 22 25 48 1,424 Summary Total Trips without Adjustments 39 108 147 142 100 242 4,304 Total Non‐Auto (11) (32) (42) (39) (25) (64) (1,021) Total Pass‐by Reduction (4) (2) (6) (12) (13) (24) (733) A-7 Total Trips with Adjustments 24 74 99 91 62 154 2,550 Notes: 1. Trips generated using Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition. 2. Non‐Auto mode adjustment is based on the U.S. Census data and/or other studies in the area. 3. Pass‐by percentage based on ITE's Trip Generation Handbook, 9th Edition. O:\PROJECTS\7001 - 7500\7298 WESTMONT SHOPPING CENTER\GRAPHICS\WESTMONT SCOPING DOCUMENT.DWG

RESIDENTIAL

ENTRANCE SOUTH GLEBE ROAD GLEBE SOUTH

ALLEY

DRIVEWAY TO RETAIL

..\Plans\Meeting Handout 8.17.17_Page_02.jpg

A-8 DRIVEWAY TO RETAIL

EXISTING DRIVEWAY-TO COLUMBIA PIKE BE CLOSED

Figure 1 Conceptual Site Plan PLAN PROVIDED BY: LESSARD DESIGN NORTH Westmont Shopping Center Arlington County, VA O:\PROJECTS\7001 - 7500\7298 WESTMONT SHOPPING CENTER\GRAPHICS\WESTMONT SCOPING DOCUMENT.DWG

25% 5%

20% 5% 20%

7TH STREET SOUTH 1

SOUTH HIGHLAND STREET HIGHLAND SOUTH

SOUTH GLEBE ROAD GLEBE SOUTH SOUTH LINCOLN STREET LINCOLN SOUTH SOUTH MONROESTREET

2 3 9TH STREET SOUTH

A-9 11

SITE 6 20% 20% COLUMBIA PIKE 4 5 7 8 9

20% 30% SOUTH HIGHLAND STREET HIGHLAND SOUTH 11 DRIVE REED WALTER SOUTH

5% 10 12TH STREET SOUTH 5%

20% 25%

Figure 2 XX% Site Trip Distribution - Retail Study Intersections and Trip Distributions XX% Site Trip Distribution - Residential NORTH X Study Intersection Westmont Shopping Center Arlington County, VA

Westmont Shopping Center December 14, 2018

APPENDIX B MULTIMODAL INFORMATION

Westmont Census Tracts Legend: Your Selections No Legend

Selection Results 2017 boundaries were used to map 'Selection Results'

Boundaries No Legend B-1

1 of 1 11/07/2018 B08101 MEANS OF TRANSPORTATION TO WORK BY AGE Universe: Workers 16 years and over 2012-2016 American Community Survey 5-Year Estimates

Supporting documentation on code lists, subject definitions, data accuracy, and statistical testing can be found on the American Community Survey website in the Data and Documentation section.

Sample size and data quality measures (including coverage rates, allocation rates, and response rates) can be found on the American Community Survey website in the Methodology section.

Tell us what you think. Provide feedback to help make American Community Survey data more useful for you.

Although the American Community Survey (ACS) produces population, demographic and housing unit estimates, it is the Census Bureau's Population Estimates Program that produces and disseminates the official estimates of the population for the nation, states, counties, cities and towns and estimates of housing units for states and counties.

Census Tract 1023.02, Arlington Census Tract 1025, Arlington Census Tract County, Virginia County, Virginia 1026, Arlington County, Virginia Estimate Margin of Error Estimate Margin of Error Estimate Total: 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

1 of 4 B-2 12/19/2017 Census Tract 1023.02, Arlington Census Tract 1025, Arlington Census Tract County, Virginia County, Virginia 1026, Arlington County, Virginia 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

2 of 4 B-3 12/19/2017 Census Tract Census Tract 1027.01, Arlington Census Tract 1032, Arlington 1026, Arlington County, Virginia County, Virginia County, Virginia Margin of Error Estimate Margin of Error Estimate Margin of Error Total: +/-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

3 of 4 B-4 12/19/2017 Data are based on a sample and are subject to sampling variability. The degree of uncertainty for an estimate arising from sampling variability is represented through the use of a margin of error. The value shown here is the 90 percent margin of error. The margin of error can be interpreted roughly as providing a 90 percent probability that the interval defined by the estimate minus the margin of error and the estimate plus the margin of error (the lower and upper confidence bounds) contains the true value. In addition to sampling variability, the ACS estimates are subject to nonsampling error (for a discussion of nonsampling variability, see Accuracy of the Data). The effect of nonsampling error is not represented in these tables.

Workers include members of the Armed Forces and civilians who were at work last week.

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

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

Source: U.S. Census Bureau, 2012-2016 American Community Survey 5-Year Estimates

Explanation of Symbols:

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

4 of 4 B-5 12/19/2017 Columbia Pike-Ball ston-C ourt Hou ART 41 se Effective July 6, 2015 Ft. Myer Dr. Schematic map — not to scale 66 Rhodes St. 29 Lee Hwy. 29 COLONIAL ROSSLYN N. Glebe Rd. St. Quincy LYON 1 VILLAGE VILLAGE

Courthouse Court House Wilson Blvd. Washington- 66 Rd. Lee H.S. Iwo Jima Clarendon St. N. Barton Clarendon Blvd. Memorial Washington Blvd. Central Lib. Virginia Sq- GMU Washington Blvd. 50 Arlington Fairfax Dr. Ballston-MU Randolph St. Wilson Blvd. Fort National ASHTON Myer 66 Ballston Common Fillmore St. Cemetery Mall 2 HEIGHTS Wilson Blvd. PershingLYON Dr. BLUEMONT PARK Carlin SpringsGeorge Rd. Mason Dr. 120 Thomas PENROSE NORTH Jefferson M.S. Carlin Springs Carlin ARLINGTON 27 FOREST ARLINGTON HEIGHTS 50 Arlington Blvd. Glencarlyn ALCOVA 3 244 ARLINGTON Urgent Park HEIGHTS COLUMBIA VIEW

Rd. Care Dinwiddie BARCROFT HEIGHTS Columbia Pike St. 120 Army-Navy 7th Rd. COLUMBIA FAIRFAX CO. HEIGHTS Walter Reed Country WEST Community Club Four Mile Run Dr. Frederick 4 Center Dr. DOUGLAS S. Glebe Rd. 395 St. Mason PARK Wakefield George H.S. alter Reed Dr.NAUCK W

Transbordos usando tarjeta SmarTrip*

Tarifa Tarifa con ART a Metrorail ART a ART o ART Transfers Using SmarTrip Card* TARIFAS ART 41 Regular SmarTrip o Metrorail a ART a/desde Metrobus Cash Fare w/ ART to Metrorail ART to ART or ART Adultos $2.00 $2.00 50¢ de descuento gratis ART 41 FARES Fare SmarTrip Card or Metrorail to ART to/from Metrobus Adultos mayores (65 años a más) $1.00 $1.00 50¢ de descuento gratis Adults $2.00 $2.00 50¢ discount Free Personas con discapacidad $1.00 $1.00 50¢ de descuento gratis Senior Citizens (ages 65+) $1.00 $1.00 50¢ discount Free (con identificación WMATA o tarjeta Medicare) People w/Disabilities $1.00 $1.00 50¢ discount Free (w/WMATA ID or Medicare card) Estudiantes jardín a 12 grado $1.00 Estudiantes desde jardín infante hasta 12 grado pagan tarifa (con ID estudiante) K-12 Students $1.00 K-12 students receive the $1.00 student fare only when paying de estudiante de $1 en ART cuando pagan en efectivo, con (w/school ID) with cash, a green iRide token or a Student iRide SmarTrip card. tarjeta iRide SmarTrip color verde o iRide token color verde. Transfer costs between ART and other transit systems may vary Costo de transbordos entre ART y otros servicios de for using the Student iRide SmarTrip card. transporte pueden variar con tarjeta iRide SmarTrip. *TRANSFERS MUST BE MADE WITHIN 2 HOURS. *TRANSBORDOS DEBEN HACERSE DENTRO DE DOS HORAS.

Regular Fares can also be paid with a 7 Day Regional Bus Pass (loaded on SmarTrip), a gold ART token, Las tarifas regulares también se pueden pagar con un Pase de Bus Regional de 7 Días (cargado en or a green iRide token. You can buy tokens or purchase SmarTrip cards and add value or a 7 day pass to SmarTrip), un token dorado ART o un token verde iRide. Puede comprar pases o tarjetas SmarTrip y them at any Commuter Store or Mobile Commuter Store, or online at commuterdirect.com. cargarles dinero o un pase de 7 días en cualquier tienda Commuter Store o Mobile Commuter Store, o B-6 en Internet en commuterdirect.com (en inglés).

ART 41 ART 41

Monday–Friday Monday–Friday Northbound Southbound

Lunes–Viernes Lunes–Viernes Dinwiddie & Glebe Rd & Common Mall Court House Ballston Dinwiddie & Dirección Norte Columbia Pike Columbia Pike Ballston Court House Dirección Sur Common Mall GlebeColumbia Rd & Pike Columbia Pike 4 3 2 1 1 2 3 4 *This trip starts *5:30 5:37 5:45 5:54 5:56 6:08 6:18 6:34 at Columbia Pike *5:50 5:57 6:05 6:14 6:16 6:28 6:38 6:54 & Greenbrier *6:10 6:17 6:25 6:34 6:36 6:48 6:58 7:14 5 minutes earlier *6:30 6:37 6:45 6:54 6:56 7:08 7:18 7:34 6:40 6:49 6:58 7:09 7:11 7:23 7:33 7:49 *Este horario 7:00 7:07 7:15 7:24 7:26 7:38 7:48 8:04 7:15 7:22 7:30 7:39 7:41 7:53 8:03 8:19 empieza 5 *7:30 7:37 7:45 7:54 7:56 8:08 8:18 8:34 minutos antes 7:40 7:49 7:58 8:09 8:11 8:23 8:33 8:49 en Columbia Pike 7:55 8:04 8:13 8:24 8:26 8:38 8:48 9:04 y Greenbrier 8:10 8:19 8:28 8:39 8:41 8:53 9:03 9:19 8:25 8:34 8:43 8:54 9:00 9:12 9:22 9:38 8:40 8:49 8:58 9:09 9:15 9:27 9:37 9:53 8:55 9:04 9:13 9:24 9:30 9:42 9:52 10:08 9:10 9:19 9:28 9:39 9:45 9:57 10:07 10:23 9:25 9:34 9:43 9:54 10:00 10:12 10:22 10:38 9:40 9:49 9:58 10:09 10:15 10:27 10:37 10:53 9:55 10:04 10:13 10:24 10:30 10:42 10:52 11:08 10:10 10:19 10:28 10:39 10:45 10:57 11:07 11:23 10:25 10:34 10:43 10:54 11:00 11:12 11:22 11:38 10:40 10:49 10:58 11:09 11:15 11:27 11:37 11:53 10:55 11:04 11:13 11:24 11:31 11:43 11:53 12:09 11:10 11:19 11:28 11:39 11:45 11:57 12:07 12:23 11:25 11:34 11:43 11:54 12:00 12:12 12:22 12:38 11:40 11:49 11:58 12:09 12:15 12:27 12:37 12:53 11:55 12:04 12:13 12:24 12:30 12:42 12:52 1:08 12:10 12:19 12:28 12:39 12:45 12:57 1:07 1:23 12:25 12:34 12:43 12:54 1:00 1:12 1:22 1:38 12:40 12:49 12:58 1:09 1:15 1:27 1:37 1:53 12:55 1:04 1:13 1:24 1:30 1:42 1:52 2:08 1:10 1:19 1:28 1:39 1:45 1:57 2:07 2:23 1:25 1:34 1:43 1:54 2:00 2:12 2:22 2:38 1:40 1:49 1:58 2:09 2:15 2:27 2:37 2:53 1:55 2:04 2:13 2:24 2:30 2:42 2:52 3:08 2:10 2:19 2:28 2:39 2:45 2:57 3:07 3:23 2:25 2:34 2:43 2:54 3:00 3:12 3:22 3:38 2:40 2:49 2:58 3:09 3:13 3:25 3:37 3:53 2:55 3:04 3:13 3:24 3:28 3:40 3:52 4:08 3:10 3:19 3:28 3:39 3:43 3:55 4:07 4:23 3:25 3:34 3:43 3:54 3:58 4:10 4:22 4:38 3:40 3:49 3:58 4:09 4:13 4:25 4:37 4:53 3:55 4:04 4:13 4:24 4:28 4:40 4:52 5:08 4:10 4:19 4:28 4:39 4:43 4:55 5:07 5:23 4:25 4:34 4:43 4:54 4:58 5:10 5:22 5:38 4:40 4:49 4:58 5:09 5:13 5:25 5:37 5:53 4:55 5:04 5:13 5:24 5:28 5:40 5:52 6:08 5:10 5:19 5:28 5:39 5:43 5:55 6:07 6:23 5:25 5:34 5:43 5:54 5:58 6:10 6:22 6:38 5:40 5:49 5:58 6:09 6:13 6:25 6:37 6:53 5:55 6:04 6:13 6:24 6:28 6:40 6:52 7:08 6:10 6:19 6:28 6:39 6:43 6:55 7:07 7:23 6:25 6:34 6:43 6:54 6:58 7:10 7:22 7:38 6:40 6:49 6:58 7:09 7:11 7:23 7:35 7:51 6:55 7:02 7:10 7:19 7:23 7:33 7:45 7:59 7:10 7:17 7:25 7:34 7:38 7:48 8:00 8:14 7:25 7:32 7:40 7:49 7:54 8:04 8:16 8:30 7:52 7:59 8:07 8:16 8:21 8:31 8:43 8:57 8:16 8:23 8:31 8:40 8:45 8:55 9:07 9:21 8:38 8:45 8:53 9:02 9:07 9:17 9:29 9:43 9:01 9:08 9:16 9:25 9:30 9:40 9:52 10:06 Bold Shaded Bold Shaded 9:24 9:31 9:39 9:48 9:53 10:03 10:15 10:29 numerals are numerals are PM Times 9:47 9:54 10:02 10:11 PM Times 10:16 10:26 10:38 10:52 10:10 10:17 10:25 10:34 10:39 10:49 11:01 11:15 Números 10:33 10:40 10:48 10:57 Números 11:02 11:12 11:24 11:38 sombreados 10:56 11:03 11:11 11:20 sombreados 11:25 11:35 11:47 12:01 en negrita son 11:19 11:26 11:34 11:43 en negrita son 11:48 11:58 12:10 12:24 horas PM 11:42 11:49 11:57 12:06 horas PM 12:11 12:21 12:33 12:47 12:05 12:12 12:20 12:29 12:34 12:44 12:56 1:10 B-7 w ART 41 ART 41

Saturday Saturday Northbound Southbound

Court House Court House Glebe Rd & Sábado DinwiddieColumbia & Pike Glebe ColumbiaRd & Pike BallstonCommon Mall Sábado BallstonCommon Mall Columbia Pike DinwiddieColumbia & Pike Dirección Norte 4 3 2 1 Dirección Sur 1 2 3 4 *6:10 6:17 6:25 6:34 6:39 6:53 7:03 7:19 *This trip starts *6:30 6:37 6:45 6:54 6:59 7:13 7:23 7:39 at Columbia *6:50 6:57 7:05 7:14 7:19 7:33 7:43 7:59 Pike & *7:10 7:17 7:25 7:34 7:39 7:53 8:03 8:19 Greenbrier 7:25 7:34 7:43 7:54 7:59 8:13 8:23 8:39 5 minutes 7:45 7:52 8:00 8:09 8:14 8:28 8:38 8:54 earlier 8:05 8:12 8:20 8:29 8:34 8:48 8:58 9:14 8:25 8:34 8:43 8:54 8:59 9:13 9:23 9:39 *Este horario 8:45 8:54 9:03 9:14 9:19 9:33 9:43 9:59 9:00 9:09 9:18 9:29 9:34 9:48 9:58 10:14 empieza 5 9:20 9:29 9:38 9:49 9:55 10:09 10:19 10:35 minutos antes 9:40 9:49 9:58 10:09 10:15 10:29 10:39 10:55 en Columbia 10:00 10:09 10:18 10:29 10:35 10:49 10:59 11:15 Pike y 10:20 10:29 10:38 10:49 10:55 11:09 11:19 11:35 Greenbrier 10:35 10:44 10:53 11:04 11:10 11:24 11:34 11:50 *10:50 10:59 11:08 11:19 11:25 11:39 11:49 12:05 11:05 11:14 11:23 11:34 11:40 11:54 12:04 12:20 11:20 11:29 11:38 11:49 11:55 12:09 12:19 12:35 11:40 11:49 11:58 12:09 12:15 12:29 12:39 12:55 11:55 12:04 12:13 12:24 12:30 12:44 12:54 1:10 12:10 12:19 12:28 12:39 12:45 12:59 1:09 1:25 12:25 12:34 12:43 12:54 1:00 1:14 1:24 1:40 12:40 12:49 12:58 1:09 1:15 1:29 1:39 1:55 1:00 1:09 1:18 1:29 1:35 1:49 1:59 2:15 1:15 1:24 1:33 1:44 1:50 2:04 2:14 2:30 1:30 1:39 1:48 1:59 2:05 2:19 2:29 2:45 1:45 1:54 2:03 2:14 2:20 2:34 2:44 3:00 2:00 2:09 2:18 2:29 2:35 2:49 2:59 3:15 2:20 2:29 2:38 2:49 2:55 3:09 3:19 3:35 2:35 2:44 2:53 3:04 3:10 3:24 3:34 3:50 2:50 2:59 3:08 3:19 3:25 3:39 3:49 4:05 3:05 3:14 3:23 3:34 3:40 3:54 4:04 4:20 3:20 3:29 3:38 3:49 3:55 4:09 4:19 4:35 3:40 3:49 3:58 4:09 4:15 4:29 4:39 4:55 3:55 4:04 4:13 4:24 4:28 4:42 4:56 5:12 4:10 4:19 4:28 4:39 4:43 4:57 5:11 5:27 4:25 4:34 4:43 4:54 4:58 5:12 5:26 5:42 4:40 4:49 4:58 5:09 5:13 5:27 5:41 5:57 5:00 5:09 5:18 5:29 5:33 5:47 6:01 6:17 5:17 5:26 5:35 5:46 5:50 6:04 6:18 6:34 5:32 5:41 5:50 6:01 6:05 6:19 6:33 6:49 5:47 5:56 6:05 6:16 6:20 6:34 6:48 7:04 6:02 6:11 6:20 6:31 6:35 6:49 7:03 7:19 6:22 6:31 6:40 6:51 6:55 7:09 7:23 7:39 6:39 6:48 6:57 7:08 7:12 7:26 7:40 7:56 6:54 7:03 7:12 7:23 7:27 7:41 7:55 8:11 7:09 7:18 7:27 7:38 7:42 7:56 8:10 8:26 7:24 7:33 7:42 7:53 7:57 8:11 8:25 8:41 7:44 7:53 8:02 8:13 8:17 8:31 8:45 9:01 8:01 8:10 8:19 8:30 8:37 8:51 9:05 9:21 8:26 8:33 8:41 8:50 8:54 9:06 9:20 9:34 8:46 8:53 9:01 9:10 9:14 9:26 9:40 9:54 9:06 9:13 9:21 9:30 9:35 9:47 10:01 10:15 9:26 9:33 9:41 9:50 9:59 10:11 10:25 10:39 Bold Shaded 9:58 10:05 10:13 10:22 Bold Shaded 10:26 10:38 10:52 11:06 numerals are 10:20 10:27 10:35 10:44 numerals are 10:49 11:01 11:15 11:29 PM Times 10:44 10:51 10:59 11:08 PM Times 11:13 11:25 11:39 11:53 11:11 11:18 11:26 11:35 11:40 11:52 12:06 12:20 Números 11:34 11:41 11:49 11:58 Números 12:03 12:15 12:29 12:43 sombreados 11:58 12:05 12:13 12:22 sombreados 12:27 12:39 12:53 1:07 en negrita son 12:25 12:32 12:40 12:49 en negrita son 12:54 1:06 1:20 1:34 horas PM 12:48 12:55 1:03 1:12 horas PM 1:17 1:29 1:43 1:57

B-8

ART 41 ART 41

Sunday Sunday Northbound Southbound

Ballston Court House Domingo DinwiddieColumbia & Pike Glebe ColumbiaRd & Pike Common Mall Domingo Court House BallstonCommon Mall Glebe ColumbiaRd & Pike DinwiddieColumbia & Pike Dirección Norte 4 3 2 1 Dirección Sur 1 2 3 4 *6:55 7:02 7:10 7:19 7:21 7:33 7:43 7:59 *7:15 7:22 7:30 7:39 7:41 7:53 8:03 8:19 *7:35 7:42 7:50 7:59 8:01 8:13 8:23 8:39 *7:55 8:02 8:10 8:19 8:21 8:33 8:43 8:59 8:05 8:14 8:23 8:34 8:36 8:48 8:58 9:14 8:25 8:32 8:40 8:49 8:51 9:03 9:13 9:29 8:40 8:47 8:55 9:04 9:06 9:18 9:28 9:44 9:05 9:14 9:23 9:34 9:36 9:48 9:58 10:14 9:20 9:29 9:38 9:49 9:51 10:03 10:13 10:29 9:35 9:44 9:53 10:04 10:06 10:18 10:28 10:44 9:50 9:59 10:08 10:19 10:25 10:37 10:47 11:03 *10:05 10:14 10:23 10:34 10:40 10:52 11:02 11:18 10:20 10:29 10:38 10:49 10:55 11:07 11:17 11:33 10:35 10:44 10:53 11:04 11:10 11:22 11:32 11:48 10:50 10:59 11:08 11:19 11:25 11:37 11:47 12:03 11:05 11:14 11:23 11:34 11:40 11:52 12:02 12:18 11:20 11:29 11:38 11:49 11:55 12:07 12:17 12:33 11:35 11:44 11:53 12:04 12:10 12:22 12:32 12:48 11:50 11:59 12:08 12:19 12:25 12:37 12:47 1:03 12:05 12:14 12:23 12:34 12:40 12:52 1:02 1:18 12:20 12:29 12:38 12:49 12:56 1:08 1:18 1:34 12:35 12:44 12:53 1:04 1:10 1:22 1:32 1:48 12:50 12:59 1:08 1:19 1:25 1:37 1:47 2:03 1:05 1:14 1:23 1:34 1:40 1:52 2:02 2:18 1:20 1:29 1:38 1:49 1:55 2:07 2:17 2:33 1:35 1:44 1:53 2:04 2:10 2:22 2:32 2:48 1:50 1:59 2:08 2:19 2:25 2:37 2:47 3:03 2:05 2:14 2:23 2:34 2:40 2:52 3:02 3:18 2:20 2:29 2:38 2:49 2:55 3:07 3:17 3:33 2:35 2:44 2:53 3:04 3:10 3:22 3:32 3:48 2:50 2:59 3:08 3:19 3:25 3:37 3:47 4:03 3:05 3:14 3:23 3:34 3:40 3:52 4:02 4:18 3:20 3:29 3:38 3:49 3:55 4:07 4:17 4:33 3:35 3:44 3:53 4:04 4:10 4:22 4:32 4:48 3:50 3:59 4:08 4:19 4:25 4:37 4:47 5:03 4:05 4:14 4:23 4:34 4:38 4:50 5:02 5:18 4:20 4:29 4:38 4:49 4:53 5:05 5:17 5:33 4:35 4:44 4:53 5:04 5:08 5:20 5:32 5:48 4:50 4:59 5:08 5:19 5:23 5:35 5:47 6:03 5:05 5:14 5:23 5:34 5:38 5:50 6:02 6:18 5:20 5:29 5:38 5:49 5:53 6:05 6:17 6:33 5:35 5:44 5:53 6:04 6:08 6:20 6:32 6:48 5:50 5:59 6:08 6:19 6:23 6:35 6:47 7:03 6:05 6:14 6:23 6:34 6:38 6:50 7:02 7:18 6:20 6:29 6:38 6:49 6:53 7:05 7:17 7:33 Bold Shaded 6:35 6:44 6:53 7:04 Bold Shaded 7:08 7:20 7:32 7:48 numerals are 6:50 6:59 7:08 7:19 numerals are 7:23 7:35 7:47 8:03 PM Times 7:05 7:14 7:23 7:34 PM Times 7:38 7:50 8:02 8:18 7:20 7:29 7:38 7:49 7:59 8:11 8:23 8:39 Números 7:50 7:59 8:08 8:19 Números 8:23 8:35 8:47 9:03 sombreados 8:20 8:27 8:35 8:44 sombreados 8:46 8:56 9:08 9:22 en negrita son 8:41 8:48 8:56 9:05 en negrita son 9:18 9:28 9:40 9:54 horas PM 9:05 9:12 9:20 9:29 horas PM 9:34 9:44 9:56 10:10

NOTE: On Saturdays, 8 am - 6 pm, Timepoint 1 will be located infront Check for Snowflakes! of the Court House Metro station on Clarendon Blvd at S. Uhle St. ART bus ﬂags with a blue snowﬂake in the upper NOTA: Sábados de 8 a.m. a 6 p. m., El punto de tiempo 1 se ubicará corner will be in service during severe weather en frente de la estación de metro Court House en Clarendon Blvd a la conditions. altura de S. Uhle St. ¡Busque los copos de nieve!

Las paradas del autobús ART con un copo de nieve azul en el ángulo superior funcionarán B-9 durante condiciones climáticas inclementes. Columbia Pi DHS/ ke – Sequoia – R osslyn ART 45 Effective December 18, 2016 GEORGETOWN NORTH 29 Poto ma c Riv N Moore St er Map is not to scale ROSSLYN 19th St N N Nash St 4 66 Wilson Blvd 66 Rosslyn

Wilson Blvd Courthouse Clarendon Blvd Courthouse Plaza Arlington Blvd Saturday

N Glebe Rd N Barton St Farmer’s Iwo Jima Market U.S. Marine Corps N Pershing Dr War Memorial Washington Blvd

Capital Bikeshare Station Arlington Blvd Arlington National Cemetery Arlington DHS 3 Columbia Pike Library 8th Rd S S Dinwiddie St Arlington Cinema S Four Mile Run & Drafthouse Columbia Pike Courthouse Rd Walter Reed Columbia Pike 1 2 Community Center S Greenbrier St 395 Sunday S Glebe Rd Army Navy Farmer’s Country Club Market S George Mason Dr

Transbordos usando tarjeta SmarTrip*

Tarifa Tarifa con ART a Metrorail ART a ART o ART Transfers Using SmarTrip Card* TARIFAS ART 45 Regular SmarTrip o Metrorail a ART a/desde Metrobus Cash Fare w/ ART to Metrorail ART to ART or ART Adultos $2.00 $2.00 50¢ de descuento gratis ART 45 FARES Fare SmarTrip Card or Metrorail to ART to/from Metrobus Adultos mayores (65 años a más) $1.00 $1.00 50¢ de descuento gratis Adults $2.00 $2.00 50¢ discount Free Personas con discapacidad $1.00 $1.00 50¢ de descuento gratis Senior Citizens (ages 65+) $1.00 $1.00 50¢ discount Free (con identificación WMATA o People w/Disabilities $1.00 $1.00 50¢ discount Free tarjeta Medicare) (w/WMATA ID or Medicare card) Estudiantes jardín a 12 grado $1.00 Estudiantes desde jardín infante hasta 12 grado pagan tarifa K-12 Students $1.00 K-12 students receive the $1.00 student fare only when paying (con ID estudiante) de estudiante de $1 en ART cuando pagan en efectivo, con (w/school ID) with cash, a green iRide token or a Student iRide SmarTrip card. tarjeta iRide SmarTrip color verde o iRide token color verde. Transfer costs between ART and other transit systems may vary Costo de transbordos entre ART y otros servicios de for using the Student iRide SmarTrip card. transporte pueden variar con tarjeta iRide SmarTrip. *TRANSFERS MUST BE MADE WITHIN 2 HOURS. *TRANSBORDOS DEBEN HACERSE DENTRO DE DOS HORAS. Regular Fares can also be paid with a 7 Day Regional Bus Pass (loaded on SmarTrip), a gold Las tarifas regulares también se pueden pagar con un Pase de Bus Regional de 7 Días (cargado ART token, or a green iRide token. You can buy tokens or purchase SmarTrip cards and add en SmarTrip), un token dorado ART o un token verde iRide. Puede comprar pases o tarjetas value or a 7 day pass to them at any Commuter Store or Mobile Commuter Store, or online at SmarTrip y cargarles dinero o un pase de 7 días en cualquier tienda Commuter Store o Mobile commuterdirect.com. Commuter Store, o en Internet en commuterdirect.com (en inglés). B-10 ART 45

Monday–Friday – Northbound

S DinwiddieColumbia & Pike Columbia& Glebe Pike Rd Sequoia/DHS@ 2nd St S RosslynN MooreWilson St & Blvd Lunes–Viernes 1 2 34 Dirección Norte *5:40 5:51 5:59 6:23 *6:05 6:16 6:24 6:48 *6:30 6:41 6:49 7:13 *This trip starts at *6:55 7:06 7:14 7:38 Columbia Pike 7:20 7:31 7:39 8:03 & Greenbrier 7:45 7:56 8:04 8:28 7 minutes earlier 8:10 8:21 8:29 8:53 8:35 8:46 8:54 9:18 * Este horario 9:00 9:09 9:16 9:35 empieza 7 minutos 9:30 9:39 9:46 10:05 antes en Columbia 10:00 10:09 10:16 10:35 Pike y Greenbrier 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 Bold Shaded numerals 8:10 8:19 8:26 8:45 are PM Times 8:40 8:49 8:56 9:15 9:10 9:19 9:26 9:45 Números sombreados en 9:40 9:49 9:56 10:15 negrita son horas PM 10:10 10:19 10:26 10:45

B-11 ART 45

Monday–Friday –

Southbound

RosslynN MooreWilson St & Blvd Sequoia/DHS@ 2nd St S Columbia& Glebe Pike Rd S DinwiddieColumbia & Pike Lunes–Viernes 4321 Dirección Sur 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 Bold Shaded numerals 9:30 9:43 9:50 10:05 are PM Times 10:00 10:13 10:20 10:35 Números sombreados en 10:30 10:43 10:50 11:05 negrita son horas PM 11:00 11:13 11:20 11:35

B-12 ART 45

Saturday – Northbound

S DinwiddieColumbia & Pike Columbia& Glebe Pike Rd Sequoia/DHS@ 2nd St S RosslynN MooreWilson St & Blvd Sábado 1 2 34 Dirección Norte *7:30 7:39 7:46 8:04 *8:00 8:09 8:16 8:34 *8:30 8:39 8:46 9:04 *This trip starts at 9:00 9:09 9:16 9:34 Columbia Pike 9:30 9:39 9:46 10:04 & Greenbrier 10:00 10:09 10:16 10:34 7 minutes earlier 10:30 10:39 10:46 11:04 11:00 11:09 11:16 11:34 * Este horario 11:30 11:39 11:46 12:04 empieza 7 minutos 12:00 12:09 12:16 12:34 antes en Columbia 12:30 12:39 12:46 1:04 Pike y Greenbrier 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 Bold Shaded numerals 9:00 9:07 9:14 9:31 are PM Times 9:30 9:37 9:44 10:01 10:00 10:07 10:14 10:31 Números sombreados en 10:30 10:37 10:44 11:01 negrita son horas PM 11:00 11:07 11:14 11:31

B-13 ART 45

Saturday –

Southbound

RosslynN MooreWilson St & Blvd Sequoia/DHS@ 2nd St S Columbia& Glebe Pike Rd S DinwiddieColumbia & Pike Sábado 4321 Dirección Sur 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 Bold Shaded numerals 9:45 9:59 10:06 10:21 are PM Times 10:15 10:29 10:36 10:51 10:45 10:59 11:06 11:21 Números sombreados en 11:15 11:29 11:36 11:51 negrita son horas PM 11:45 11:59 12:06 12:21

B-14 ART 45

Sunday – Northbound

S DinwiddieColumbia & Pike Columbia& Glebe Pike Rd Sequoia/DHS@ 2nd St S RosslynN MooreWilson St & Blvd Domingo 1 2 34 Dirección Norte *6:50 6:57 7:04 7:21 *7:20 7:27 7:34 7:51 *7:50 7:57 8:04 8:21 *This trip starts at 8:20 8:27 8:34 8:51 Columbia Pike 8:50 8:57 9:04 9:21 & Greenbrier 9:20 9:27 9:34 9:51 7 minutes earlier 9:50 9:57 10:04 10:21 10:20 10:27 10:34 10:51 * Este horario 10:50 10:57 11:04 11:21 empieza 7 minutos 11:20 11:27 11:34 11:51 antes en Columbia 11:50 11:57 12:04 12:21 Pike y Greenbrier 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 Bold Shaded numerals 4:50 4:57 5:04 5:21 are PM Times 5:20 5:27 5:34 5:51 5:50 5:57 6:04 6:21 Números sombreados en 6:20 6:27 6:34 6:51 negrita son horas PM 6:50 6:57 7:04 7:21

B-15 ART 45

Sunday –

Southbound

RosslynN MooreWilson St & Blvd Sequoia/DHS@ 2nd St S Columbia& Glebe Pike Rd S DinwiddieColumbia & Pike Domingo 4321 Dirección Sur 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 Bold Shaded numerals 5:35 5:49 5:56 6:11 are PM Times 6:05 6:19 6:26 6:41 6:35 6:49 6:56 7:11 Números sombreados en 7:05 7:19 7:26 7:41 negrita son horas PM 7:35 7:49 7:56 8:11

B-16 Sh irlington – Lyon Court Pa House rk – ART 77 Effective January 6, 2014

ART 77 Operating Hours

Monday – Friday: 6:00 am – 10:54 pm Saturday: 7:00 am – 11:54 pm

ART 77 does not operate on these Arlington County holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day

ART 77 operates on a Saturday schedule on these Arlington County holidays: Martin Luther King, Jr. Day, Presidents’ Day, Columbus Day, Veterans’ Day, Day After Thanksgiving

Check for Snowflakes!

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

Follow ART! “Like” ART on Facebook and follow our latest tweets at twitter.com/art_alert

ART buses on this route are fully ADA accessible with wheelchair ramps, priority seating and audible stop announcements. Arlington County Government provides accommodations for qualiﬁed individuals with disabilities as described in the Americans with Disabilities Act. To arrange for an accommodation, please call 703-228-RIDE (703-228-7433), TDD: 711, or email [email protected].

B-17

ART 77

Monday–Friday Northbound

ShirlingtonStation WalterS Reed Randolph Dr & StWalterColumbia Reed Dr &Pike SequoiaS 2nd DHS/ St Clarendon& N Fillmore Blvd St15th StN UhleN & St– Court House Lunes–Viernes 12 3 456 Dirección Norte 6:00 6:05 6:11 6:17 6:23 6:27 6:30 6:35 6:41 6:47 6:53 6:57 7:00 7:05 7:11 7:17 7:23 7:27 7:30 7:35 7:41 7:47 7:53 7:57 8:00 8:05 8:11 8:17 8:23 8:27 8:30 8:35 8:41 8:47 8:53 8:57 9:00 9:05 9:11 9:17 9:23 9:27 9:30 9:35 9:41 9:47 9:53 9:57 10:00 10:05 10:11 10:17 10:23 10:27 10:30 10:35 10:41 10:47 10:53 10:57 11:00 11:05 11:11 11:17 11:23 11:27 11:30 11:35 11:41 11:47 11:53 11:57 12:00 12:05 12:11 12:17 12:23 12:27 12:30 12:35 12:41 12:47 12:53 12:57 1:00 1:05 1:11 1:17 1:23 1:27 1:30 1:35 1:41 1:47 1:53 1:57 2:05 2:10 2:16 2:22 2:28 2:32 2:35 2:40 2:46 2:52 2:58 3:02 3:05 3:10 3:16 3:22 3:28 3:32 3:35 3:40 3:46 3:52 3:58 4:02 4:05 4:10 4:16 4:22 4:28 4:32 4:35 4:40 4:46 4:52 4:58 5:02 5:05 5:10 5:16 5:22 5:28 5:32 5:35 5:40 5:46 5:52 5:58 6:02 6:05 6:10 6:16 6:22 6:28 6:32 6:35 6:40 6:46 6:52 6:58 7:02 7:05 7:10 7:16 7:22 7:28 7:32 7:35 7:40 7:46 7:52 7:58 8:02 8:05 8:10 8:16 8:22 8:28 8:32 Bold Shaded numerals 8:35 8:40 8:46 8:52 8:58 9:02 are PM Times 9:05 9:10 9:16 9:22 9:28 9:32 9:30 9:35 9:41 9:47 9:53 9:57 Números sombreados en negrita son horas PM 10:00 10:05 10:11 10:17 10:23 10:27

Transbordos usando tarjeta SmarTrip*

Tarifa Tarifa con ART a Metrorail ART a ART o ART Transfers Using SmarTrip Card* TARIFAS ART 77 Regular SmarTrip o Metrorail a ART a/desde Metrobus Cash Fare w/ ART to Metrorail ART to ART or ART Adultos $2.00 $2.00 50¢ de descuento gratis ART 77 FARES Fare SmarTrip Card or Metrorail to ART to/from Metrobus Adultos mayores (65 años a más) $1.00 $1.00 50¢ de descuento gratis Adults $2.00 $2.00 50¢ discount Free Personas con discapacidad $1.00 $1.00 50¢ de descuento gratis Senior Citizens (ages 65+) $1.00 $1.00 50¢ discount Free (con identificación WMATA o tarjeta Medicare) People w/Disabilities $1.00 $1.00 50¢ discount Free (w/WMATA ID or Medicare card) Estudiantes jardín a 12 grado $1.00 Estudiantes desde jardín infante hasta 12 grado pagan tarifa K-12 Students $1.00 K-12 students receive the $1.00 student fare only when paying (con ID estudiante) de estudiante de $1 en ART cuando pagan en efectivo, con (w/school ID) with cash, a green iRide token or a Student iRide SmarTrip card. tarjeta iRide SmarTrip color verde o iRide token color verde. Transfer costs between ART and other transit systems may vary Costo de transbordos entre ART y otros servicios de for using the Student iRide SmarTrip card. transporte pueden variar con tarjeta iRide SmarTrip. *TRANSFERS MUST BE MADE WITHIN 2 HOURS. *LAS TRANSFERENCIAS DEBEN HACERSE DENTRO DE 2 HORAS. Regular Fares can also be paid with a 7 Day Regional Bus Pass (loaded on SmarTrip), a Las tarifas regulares también se pueden pagar con un Pase de Bus Regional de 7 Días (cargado gold ART token, or a green iRide token. You can buy tokens or purchase SmarTrip cards en SmarTrip), un token dorado ART o un token verde iRide. Puede comprar pases o tarjetas and add value or a 7 day pass to them at any Commuter Store or Mobile Commuter Store, SmarTrip y cargarles dinero o un pase de 7 días en cualquier tienda Commuter Store o Mobile or online at commuterdirect.com. Commuter Store, o en Internet en commuterdirect.com (en inglés). B-18 ART 77

Monday–Friday

Southbound

15th StN UhleN &Court St– HouseWilson N BlvdFillmore & St SequoiaS 2nd DHS/ St WalterColumbia Reed Dr &Pike WalterS Reed Randolph Dr & StShirlingtonStation Lunes–Viernes 67 4 321 Dirección Sur 6:30 6:34 6:40 6:46 6:52 6:56 7:00 7:04 7:10 7:16 7:22 7:26 7:30 7:34 7:40 7:46 7:52 7:56 8:00 8:04 8:10 8:16 8:22 8:26 8:30 8:34 8:40 8:46 8:52 8:56 9:00 9:04 9:10 9:16 9:20 9:24 9:30 9:34 9:40 9:46 9:50 9:54 10:00 10:04 10:10 10:16 10:20 10:24 10:30 10:34 10:40 10:46 10:50 10:54 11:00 11:04 11:10 11:16 11:20 11:24 11:30 11:34 11:40 11:46 11:50 11:54 12:00 12:04 12:10 12:16 12:20 12:24 12:30 12:34 12:40 12:46 12:50 12:54 1:00 1:04 1:10 1:16 1:20 1:24 1:30 1:34 1:40 1:46 1:50 1:54 2:00 2:04 2:10 2:16 2:20 2:24 2:35 2:39 2:45 2:51 2:55 2:59 3:05 3:09 3:15 3:21 3:25 3:29 3:35 3:39 3:45 3:51 3:55 3:59 4:05 4:09 4:15 4:21 4:25 4:29 4:35 4:39 4:45 4:51 4:55 4:59 5:05 5:09 5:15 5:21 5:25 5:29 5:35 5:39 5:45 5:51 5:55 5:59 6:05 6:09 6:15 6:21 6:25 6:29 6:35 6:39 6:45 6:51 6:55 6:59 7:05 7:09 7:15 7:21 7:25 7:29 7:35 7:39 7:45 7:51 7:55 7:59 8:05 8:09 8:15 8:21 8:25 8:29 8:35 8:39 8:45 8:51 8:55 8:59 9:05 9:09 9:15 9:21 9:25 9:29 Bold Shaded numerals are PM Times 9:35 9:39 9:45 9:51 9:55 9:59 10:00 10:04 10:10 10:16 10:20 10:24 Números sombreados en negrita son horas PM 10:30 10:34 10:40 10:46 10:50 10:54

B-19 ART 77

Saturday Northbound

ShirlingtonStation WalterS Reed Randolph Dr & StWalterColumbia Reed Dr &Pike SequoiaS 2nd DHS/ St Clarendon& N Fillmore Blvd St15th StN UhleN & St– Court House Sábado 12 3 456 Dirección Norte 7:00 7:05 7:09 7:16 7:22 7:26 7:30 7:35 7:39 7:46 7:52 7:56 8:00 8:05 8:09 8:16 8:22 8:26 8:30 8:35 8:39 8:46 8:52 8:56 9:00 9:05 9:09 9:16 9:22 9:26 9:30 9:35 9:39 9:46 9:52 9:56 10:00 10:05 10:09 10:16 10:22 10:26 10:30 10:35 10:39 10:46 10:52 10:56 11:00 11:05 11:09 11:16 11:22 11:26 11:30 11:35 11:39 11:46 11:52 11:56 12:00 12:05 12:09 12:16 12:22 12:26 12:30 12:35 12:39 12:46 12:52 12:56 1:00 1:05 1:09 1:16 1:22 1:26 1:30 1:35 1:39 1:46 1:52 1:56 2:00 2:05 2:09 2:16 2:22 2:26 2:30 2:35 2:39 2:46 2:52 2:56 3:00 3:05 3:09 3:16 3:22 3:26 3:30 3:35 3:39 3:46 3:52 3:56 4:00 4:05 4:09 4:16 4:22 4:26 4:30 4:35 4:39 4:46 4:52 4:56 5:00 5:05 5:09 5:16 5:22 5:26 5:30 5:35 5:39 5:46 5:52 5:56 6:00 6:05 6:09 6:16 6:22 6:26 6:30 6:35 6:39 6:46 6:52 6:56 7:00 7:05 7:09 7:16 7:22 7:26 7:30 7:35 7:39 7:46 7:52 7:56 8:00 8:05 8:09 8:16 8:22 8:26 8:30 8:35 8:39 8:46 8:52 8:56 9:00 9:05 9:09 9:16 9:22 9:26 9:30 9:35 9:39 9:46 9:52 9:56 10:00 10:05 10:09 10:16 10:22 10:26 10:30 10:35 10:39 10:46 10:52 10:56 Bold Shaded numerals are PM Times 11:00 11:05 11:09 11:16 11:22 11:26

B-20 w ART 77

Saturday Southbound

15th StN UhleN &Court St– HouseWilson N BlvdFillmore & St SequoiaS 2nd DHS/ St WalterColumbia Reed Dr &Pike WalterS Reed Randolph Dr & StShirlingtonStation Sábado 67 4 321 Dirección Sur 7:28 7:33 7:39 7:46 7:50 7:54 7:58 8:03 8:09 8:16 8:20 8:24 8:28 8:33 8:39 8:46 8:50 8:54 8:58 9:03 9:09 9:16 9:20 9:24 9:28 9:33 9:39 9:46 9:50 9:54 9:58 10:03 10:09 10:16 10:20 10:24 10:28 10:33 10:39 10:46 10:50 10:54 10:58 11:03 11:09 11:16 11:20 11:24 11:28 11:33 11:39 11:46 11:50 11:54 11:58 12:03 12:09 12:16 12:20 12:24 12:28 12:33 12:39 12:46 12:50 12:54 12:58 1:03 1:09 1:16 1:20 1:24 1:28 1:33 1:39 1:46 1:50 1:54 1:58 2:03 2:09 2:16 2:20 2:24 2:28 2:33 2:39 2:46 2:50 2:54 2:58 3:03 3:09 3:16 3:20 3:24 3:28 3:33 3:39 3:46 3:50 3:54 3:58 4:03 4:09 4:16 4:20 4:24 4:28 4:33 4:39 4:46 4:50 4:54 4:58 5:03 5:09 5:16 5:20 5:24 5:28 5:33 5:39 5:46 5:50 5:54 5:58 6:03 6:09 6:16 6:20 6:24 6:28 6:33 6:39 6:46 6:50 6:54 6:58 7:03 7:09 7:16 7:20 7:24 7:28 7:33 7:39 7:46 7:50 7:54 7:58 8:03 8:09 8:16 8:20 8:24 8:28 8:33 8:39 8:46 8:50 8:54 8:58 9:03 9:09 9:16 9:20 9:24 9:28 9:33 9:39 9:46 9:50 9:54 9:58 10:03 10:09 10:16 10:20 10:24 10:28 10:33 10:39 10:46 10:50 10:54 10:58 11:03 11:09 11:16 11:20 11:24 Bold Shaded numerals are PM Times 11:28 11:33 11:39 11:46 11:50 11:54

B-21 How to use this timetable Effective 6-25-17

➤ 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 10 travel. Along the top of the schedule, A,E,N - Alexandria-Pentagon Line find the stop at or nearest the point where you will get on the bus. Follow B - Hunting Point-Ballston Line 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. Serves these locations- ➤ If the bus stop is not listed, use the Brinda servicio a estas ubicaciones time shown for the bus stop before it l Huntington Station (10A) as the time to wait at the stop. l Hunting Point (10B,E) ➤ The end-of-the-line or last stop is listed l Downtown Alexandria (10A,B,E) in ALL CAPS on the schedule. l Braddock Road station (10A,B) Cómo Usar este Horario l Del Ray (10A,B) ➤ Use este mapa para localizar las l Arlandria (10A,B) paradas más cercanas a donde se l South Arlington (10A,B) subirá y bajará del autobús. ➤ Seleccione el horario (Entre semana, l Ronald Reagan Washington National Airport* sábado, domingo) de cuando viajará. (10N – late night Fri. & Sat. early morning Sun.) A lo largo de la parte superior del l Crystal City* (10N – late night Fri. & Sat. early horario, localice la parada o el punto más cercano a la parada en la que se morning Sun.) subirá al autobús. Siga esa columna l Pentagon City* (10A – 15th & Joyce Sts., 10N – hacia abajo hasta la hora en la que late night Fri. & Sat. early morning Sun.) desee salir. l Pentagon station (10A,E,N) ➤ Utilice el mismo método para localizar las horas en que el autobús está l Rosslyn station (10E – Ft. Myer Dr. programado para llegar a la parada en & Wilson Blvd.) donde desea bajarse del autobús. l Arna Valley (10B) ➤ Si la parada del autobús no está l Parkfairfax (10B) listada use la hora que se muestra en la parada anterior como la hora de l Shirlington Transit Center (10B) espera en la parada. l Buckingham (10B) ➤ El final de la ruta o la última par- l Ballston Common (10B) ada del autobús aparece en letras Ballston-MU station (10B) MAYÚSCULAS en el horario. l *10N late night Friday & Saturday, early morning Sunday

Washington Metropolitan Area Transit Authority

A District of Columbia, Maryland and Virginia Transit Partnership Page 1 of 14 B-22 10A,E,N For route and Alexandria-Pentagon Line schedule information Call 202-637-7000 10B www.wmata.com Hunting Point-Ballston Line

Legend

— Metrorail Station — Terminal Stands

I-66 LEE HWY10E ROSSLYN 19th ST

MOORE ST STATION LYNN ST

WILSON BLVD FAIRFAX DR BALLSTON-MU

ST STATION

ST 10B NASH ST RANDOLPH STUART D W BLV I-66 ILSON FT MYER DR BALLSTON

COMMONN GLEBE RD 10E

JEFFERSON DAVIS HWY 10B BUCKINGHAM RT 110 ARLINGTON BLVD

S GLEBE RD S 2nd ST PENTAGON CITY 10A,E,N STATION FILLMORE ST PENTAGON STATION COLUMBIA PIKE

ARMY NAVY DR

10B LYNN ST I-395 WALTER REED DR 10E

KENMORE ST S JOYCE ST

H 15th ST 12th ST I CRYSTAL R CITY L

I VRE N 10A 10N STATION A G

R T

L O I I-395

N N 18th ST

G EADS ST

24th RD ARLINGTON RIDGE RD O

N R 20th ST

10B M D 23rd ST IL L D R 10A,E SHIRLINGTON CAMPBELL AVE ARNA T CRYSTAL DR CUS IS D VALLEY RANDOLPH ST R W GLEBE RD G S GLEBE RD UN 10N S R ARLANDRIA I-395 T LLE D SHIRLINGTON O VA Y TRANSIT N QUINCY RONALD CENTER R ST MARTHA D 10B REAGAN SHIRLINGTON AVE ROTARY EXECUTIVE WASHINGTON NATIONAL PARKFAIRFAX REED AVE AIRPORT

POTOMAC YARD STATION Guaranteed Ride Home SHOPPING When you take Metrobus or Metrorail to work, CENTER you are eligible to participate in the free Commuter Connection Guaranteed Ride Home Program. Route 10N The program will get you home in the event of a 10A HUME AVE US RT 1 personal emergency or unscheduled overtime. service To register and to receive program details, call 10B Commuter Connection at 1-800-745-RIDE. operates late (2/97) 10E nights on

MTVERNON AVE Fridays and JEFFERSON DAVIS HWY DEL RAY Saturdays MONROE AVE and early BRADDOCK morning on ROAD POWHATAN ST STATION Sundays. BRADDOCK RD 10E

10A,B MADISONPATRICK ST ST

WEST ST PENDLETON ST HUNTINGTON STATION (North) KING ST HUNTINGTON AVE COLUMBUS ST GIBBON ST

FRANKLIN ST PATRICK ST 10A,B,E 10A I-95/495 WASHINGTON ST

OLD RICHMOND HWY

RICHMOND HWY HUNTING SERVICE ROADWAY POINT 10B,E

WMATA ©2016 For information regarding this map contact . Page 2 of 14 B-23 10 A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line Alexandria-Pentagon Line Northbound To Pentagon/Rosslyn stations Monday thru Friday — Lunes a viernes Fort Myer Reagan Dr. & Powhatan Mount Mount National S. Crystal Dr. S. Lynn Hun- Wilson Blvd. St. Vernon Vernon Airport 23rd & Pentagon St. & tington Braddock (ROSSLYN) King & & & & (Upper & 18th St. S. City Army (North) Rd. PENTAGON Route Hunting Washington Bashford Hume Executive Rdwy- Fern (Crystal (S Hayes & Navy

Number Point Sts. Ln. Aves. Aves. Gate B) Sts. City) 12th) Dr. 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. Page 3 of 14 * Los autobuses funcionan solamente el viernes. B-24 10 A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line Alexandria-Pentagon Line Southbound To Huntington Station/Hunting Point/National Airport Monday thru Friday — Lunes a viernes

Fort Myer Dr. & Reagan S. Lynn S. National Mount Mount Powhatan Wilson Blvd. Hun- St. & Crystal City 23rd Airport Vernon Vernon St. King (Rosslyn) Braddock tington Army (S. Bell & (Upper & & & & Pentagon Rd. (North) Route Navy & Fern Rdwy- Executive Hume Bashford Washington HUNTING Number Dr. 18th Sts.) Sts. Gate B) Aves. Aves. Ln. Sts. POINT * 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 ------*— Across from west entrance of Rosslyn station. ❍ — Trip operates Friday only. Page 4 of 14 Los autobuses funcionan solamente el viernes. B-25 10 A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line Alexandria-Pentagon Line Northbound To Pentagon station Saturday — En sábados Reagan Crystal Washing- Mount Mount National S. Dr. Hunting- ton Vernon Vernon Airport 23rd & Pentagon Braddock PENTA- ton & & & (Upper & 18th St. S. City Rd. GON Route (North) King Hume Executive Rdwy- Fern (Crystal (S Hayes Number Sts. Aves. Aves. Gate B) Sts. City) & 12th) 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 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.

Page 5 of 14 B-26 10 A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line Alexandria-Pentagon Line

Southbound To Huntington Station/National Airport Saturday — En sábados

Reagan Crystal S. National Mount Mount Washing- Hun- City 23rd Airport Vernon Vernon ton ting- (S. Bell & (Upper & & Braddock & ton Route Pentagon & 18th Fern Rdwy- Executive Hume Rd. King (North) Number Sts.) Sts. Gate B) Aves. Aves. Sts. 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 - - - - -

Page 6 of 14 B-27 10 A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line Alexandria-Pentagon Line Northbound To Pentagon station Sunday — En domingo

Reagan Crystal Washing- Mount Mount National S. Dr. Hunting- ton Vernon Vernon Airport 23rd & Pentagon Braddock PENTA- ton & & & (Upper & 18th St. S. City Rd. GON Route (North) King Hume Executive Rdwy- Fern (Crystal (S Hayes Number Sts. Aves. Aves. Gate B) Sts. City) & 12th) 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

Page 7 of 14 B-28 10 A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line Alexandria-Pentagon Line Southbound To Huntington Station/ National Airport Sunday — En domingo

Page 8 of 14 B-29 10 A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line Hunting Point - Ballston Line Southbound to Hunting Point Monday thru Friday — Lunes a viernes

S. Wash- ington St. Walter Mount Mount & Reed Vernon Vernon Washington entrance Ballston- Braddock Dr. & Shirlington & & & to MU Rd. Route Columbia Transit Executive Hume King HUNTING Number Pike Center Aves. Aves. Sts. POINT AM Service — Servicio matutino 10B 5:30 5:41 5:51 6:02 6:05 6:12 6:19 6:25 10B 6:00 6:11 6:21 6:32 6:35 6:42 6:49 6:55 10B 6:30 6:41 6:51 7:02 7:05 7:12 7:19 7:25 10B 7:00 7:13 7:24 7:37 7:41 7:50 7:59 8:06 10B 7:30 7:43 7:54 8:07 8:11 8:20 8:29 8:36 10B 8:00 8:13 8:24 8:37 8:41 8:50 8:59 9:06 10B 8:30 8:44 8:54 9:05 9:09 9:17 9:27 9:33 10B 9:00 9:14 9:24 9:35 9:39 9:47 9:57 10:03 10B 9:30 9:44 9:54 10:05 10:09 10:17 10:27 10:33 10B 10:00 10:14 10:24 10:35 10:39 10:47 10:57 11:03 10B 10:30 10:44 10:54 11:05 11:09 11:17 11:27 11:33 10B 11:00 11:14 11:24 11:35 11:39 11:47 11:57 12:03 10B 11:30 11:44 11:52 12:02 12:06 12:13 12:22 12:28 PM Service — Servicio vespertino 10B 12:00 12:14 12:22 12:32 12:36 12:43 12:52 12:58 10B 12:30 12:44 12:52 1:02 1:06 1:13 1:22 1:28 10B 1:00 1:14 1:22 1:32 1:36 1:43 1:52 1:58 10B 1:30 1:44 1:52 2:02 2:06 2:13 2:22 2:28 10B 2:00 2:14 2:22 2:32 2:36 2:43 2:52 2:58 10B 2:30 2:45 2:56 3:10 3:15 3:23 3:33 3:39 10B 3:00 3:15 3:26 3:40 3:45 3:53 4:03 4:09 10B 3:30 3:45 3:56 4:10 4:15 4:23 4:33 4:39 10B 4:00 4:15 4:26 4:40 4:45 4:53 5:03 5:09 10B 4:30 4:45 4:56 5:10 5:15 5:23 5:33 5:39 10B 5:00 5:15 5:26 5:40 5:45 5:53 6:03 6:09 10B 5:30 5:45 5:56 6:10 6:15 6:23 6:33 6:39 10B 6:00 6:15 6:26 6:40 6:45 6:53 7:03 7:09 10B 6:30 6:45 6:56 7:10 7:15 7:23 7:33 7:39 10B 7:00 7:15 7:26 7:40 7:45 7:53 8:03 8:09 10B 7:30 7:42 7:50 8:01 8:04 8:11 8:18 8:22 10B 8:00 8:12 8:20 8:31 8:34 8:41 8:48 8:52 10B 8:30 8:42 8:50 9:01 9:04 9:11 9:18 9:22 10B 9:00 9:12 9:20 9:31 9:34 9:41 9:48 9:52 10B 9:30 9:42 9:50 10:01 10:04 10:11 10:18 10:22 10B 10:00 10:11 10:18 10:29 10:32 10:38 10:45 10:47 10B 10:45 10:56 11:03 11:14 11:17 11:23 11:30 11:32 10B 11:45 11:56 12:03 12:14 12:17 12:23 12:30 12:32 After Midnight Service — Servicio después de la medianoche 10B 12:45 12:56 1:03 1:14 1:17 1:23 1:30 1:32

Page 9 of 14 B-30 10 A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line Hunting Point - Ballston Line

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

S. Wash- ington St. Walter & Mount Mount Reed entrance Washington Vernon Vernon Dr. to & Braddock & & Shirlington & BALLSTON- Route Hunting King Rd. Hume Executive Transit Columbia MU Number Point Sts. Aves. Aves. Center Pike AM Service — Servicio matutino 10B 4:45 4:48 4:55 5:00 5:04 5:15 5:23 5:34 10B 5:15 5:18 5:25 5:30 5:34 5:45 5:53 6:04 10B 5:45 5:48 5:55 6:00 6:04 6:15 6:23 6:34 10B 6:15 6:19 6:26 6:31 6:36 6:48 6:59 7:14 10B 6:45 6:49 6:56 7:01 7:06 7:18 7:29 7:44 10B 7:15 7:20 7:28 7:35 7:40 7:53 8:04 8:20 10B 7:45 7:50 7:58 8:05 8:10 8:23 8:34 8:50 10B 8:15 8:20 8:28 8:35 8:40 8:53 9:04 9:20 10B 8:45 8:50 8:58 9:05 9:10 9:23 9:34 9:50 10B 9:15 9:21 9:30 9:36 9:40 9:52 10:02 10:15 10B 9:45 9:51 10:00 10:06 10:10 10:22 10:32 10:45 10B 10:15 10:21 10:30 10:36 10:40 10:52 11:02 11:15 10B 10:45 10:51 11:00 11:06 11:10 11:22 11:32 11:45 10B 11:15 11:21 11:30 11:36 11:40 11:52 12:02 12:15 10B 11:45 11:51 12:00 12:06 12:10 12:22 12:32 12:45 PM Service — Servicio vespertino 10B 12:15 12:21 12:30 12:36 12:40 12:52 1:02 1:15 10B 12:45 12:51 1:00 1:06 1:10 1:22 1:32 1:45 10B 1:15 1:21 1:30 1:36 1:40 1:52 2:02 2:15 10B 1:45 1:51 2:00 2:06 2:10 2:22 2:32 2:45 10B 2:15 2:21 2:30 2:36 2:40 2:52 3:02 3:15 10B 2:45 2:50 2:59 3:06 3:11 3:24 3:34 3:48 10B 3:15 3:20 3:29 3:36 3:41 3:54 4:04 4:18 10B 3:45 3:50 3:59 4:07 4:12 4:26 4:37 4:52 10B 4:15 4:20 4:29 4:37 4:42 4:56 5:07 5:22 10B 4:45 4:50 4:59 5:07 5:12 5:26 5:37 5:52 10B 5:15 5:20 5:29 5:37 5:42 5:56 6:07 6:22 10B 5:45 5:50 5:58 6:06 6:10 6:23 6:33 6:46 10B 6:15 6:20 6:28 6:36 6:40 6:53 7:03 7:16 10B 6:45 6:50 6:58 7:06 7:10 7:23 7:33 7:46 10B 7:15 7:20 7:28 7:36 7:40 7:53 8:03 8:16 10B 7:45 7:50 7:57 8:03 8:06 8:17 8:27 8:39 10B 8:15 8:20 8:27 8:33 8:36 8:47 8:57 9:09 10B 8:45 8:50 8:57 9:03 9:06 9:17 9:27 9:39 10B 9:45 9:50 9:57 10:03 10:06 10:17 10:27 10:39 10B 10:45 10:50 10:57 11:03 11:06 11:17 11:27 11:39 10B 11:45 11:50 11:57 12:02 12:05 12:14 12:23 12:33 After Midnight Service — Servicio después de la medianoche 10B 12:45 12:50 12:57 1:02 1:05 1:14 1:23 1:33

Page 10 of 14 B-31 10 A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line Hunting Point - Ballston Line Southbound to Hunting Point Saturday — En sábados

S. Wash- ington St. Walter Mount Mount & Reed Vernon Vernon Washington entrance Ballston- Braddock Dr. & Shirlington & & & to MU Rd. Route Columbia Transit Executive Hume King HUNTING Number Pike Center Aves. Aves. Sts. POINT AM Service — Servicio matutino 10B 6:00 6:11 6:19 6:30 6:33 6:39 6:48 6:52 10B 6:30 6:41 6:49 7:00 7:03 7:09 7:18 7:22 10B 7:00 7:11 7:19 7:30 7:33 7:39 7:48 7:52 10B 7:30 7:41 7:49 8:00 8:03 8:09 8:18 8:22 10B 8:00 8:11 8:19 8:30 8:33 8:39 8:48 8:52 10B 8:30 8:41 8:49 9:00 9:03 9:09 9:18 9:22 10B 9:00 9:11 9:19 9:30 9:33 9:39 9:48 9:52 10B 9:30 9:41 9:49 10:00 10:03 10:09 10:18 10:22 10B 10:00 10:13 10:22 10:34 10:38 10:45 10:55 11:01 10B 10:30 10:43 10:52 11:04 11:08 11:15 11:25 11:31 10B 11:00 11:13 11:22 11:34 11:38 11:45 11:55 12:01 10B 11:30 11:43 11:52 12:04 12:08 12:15 12:25 12:31 PM Service — Servicio vespertino 10B 12:00 12:13 12:22 12:34 12:38 12:45 12:55 1:01 10B 12:30 12:43 12:52 1:04 1:08 1:15 1:25 1:31 10B 1:00 1:13 1:22 1:34 1:38 1:45 1:55 2:01 10B 1:30 1:43 1:52 2:04 2:08 2:15 2:25 2:31 10B 2:00 2:13 2:22 2:34 2:38 2:45 2:55 3:01 10B 2:30 2:43 2:52 3:04 3:08 3:15 3:25 3:31 10B 3:00 3:13 3:22 3:34 3:38 3:45 3:55 4:01 10B 3:30 3:43 3:52 4:04 4:08 4:15 4:25 4:31 10B 4:00 4:13 4:22 4:34 4:38 4:45 4:55 5:01 10B 4:30 4:43 4:52 5:04 5:08 5:15 5:25 5:31 10B 5:00 5:13 5:22 5:34 5:38 5:45 5:55 6:01 10B 5:30 5:43 5:52 6:04 6:08 6:15 6:25 6:31 10B 6:00 6:13 6:22 6:34 6:38 6:45 6:55 7:01 10B 6:30 6:43 6:52 7:04 7:08 7:15 7:25 7:31 10B 7:00 7:12 7:20 7:31 7:34 7:41 7:49 7:54 10B 7:30 7:42 7:50 8:01 8:04 8:11 8:19 8:24 10B 8:00 8:12 8:20 8:31 8:34 8:41 8:49 8:54 10B 8:30 8:42 8:50 9:01 9:04 9:11 9:19 9:24 10B 9:00 9:12 9:20 9:31 9:34 9:41 9:49 9:54 10B 9:45 9:56 10:04 10:15 10:18 10:23 10:29 10:34 10B 10:45 10:56 11:04 11:15 11:18 11:23 11:29 11:34 10B 11:45 11:56 12:04 12:15 12:18 12:23 12:29 12:34 After Midnight Service — Servicio después de la medianoche 10B 12:45 12:56 1:04 1:15 1:18 1:23 1:29 1:34 On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Me- trobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate.

Page 11 of 14 B-32 10 A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line Hunting Point - Ballston Line

Northbound to Ballston-MU station Saturday — En sábados

S. Wash- ington St. Walter & Mount Mount Reed entrance Washington Vernon Vernon Dr. Braddock BALLSTON- to & & & Shirlington & Rd. MU Route Hunting King Hume Executive Transit Columbia Number Point Sts. Aves. Aves. Center Pike AM Service — Servicio matutino 10B 5:45 5:49 5:55 6:00 6:04 6:15 6:23 6:31 10B 6:15 6:19 6:25 6:30 6:34 6:45 6:53 7:01 10B 6:45 6:49 6:56 7:01 7:05 7:17 7:26 7:36 10B 7:15 7:19 7:26 7:31 7:35 7:47 7:56 8:06 10B 7:45 7:49 7:56 8:01 8:05 8:17 8:26 8:36 10B 8:15 8:19 8:26 8:31 8:35 8:47 8:56 9:06 10B 8:45 8:49 8:56 9:01 9:05 9:17 9:26 9:36 10B 9:15 9:19 9:26 9:31 9:35 9:47 9:56 10:06 10B 9:45 9:51 9:59 10:05 10:09 10:22 10:31 10:44 10B 10:15 10:21 10:29 10:35 10:39 10:52 11:01 11:14 10B 10:45 10:51 10:59 11:05 11:09 11:22 11:31 11:44 10B 11:15 11:21 11:29 11:35 11:39 11:52 12:01 12:14 10B 11:45 11:51 11:59 12:05 12:09 12:22 12:31 12:44 PM Service — Servicio vespertino 10B 12:15 12:21 12:29 12:35 12:39 12:52 1:01 1:14 10B 12:45 12:51 12:59 1:05 1:09 1:22 1:31 1:44 10B 1:15 1:21 1:29 1:35 1:39 1:52 2:01 2:14 10B 1:45 1:51 1:59 2:05 2:09 2:22 2:31 2:44 10B 2:15 2:21 2:29 2:35 2:39 2:52 3:01 3:14 10B 2:45 2:51 2:59 3:05 3:09 3:22 3:31 3:44 10B 3:15 3:21 3:29 3:35 3:39 3:52 4:01 4:14 10B 3:45 3:51 3:59 4:05 4:09 4:22 4:31 4:44 10B 4:15 4:21 4:29 4:35 4:39 4:52 5:01 5:14 10B 4:45 4:51 4:59 5:05 5:09 5:22 5:31 5:44 10B 5:15 5:21 5:29 5:35 5:39 5:52 6:01 6:14 10B 5:45 5:51 5:59 6:05 6:09 6:22 6:31 6:44 10B 6:15 6:21 6:29 6:35 6:39 6:52 7:01 7:14 10B 6:45 6:51 6:59 7:05 7:09 7:22 7:31 7:44 10B 7:15 7:21 7:29 7:35 7:39 7:52 8:01 8:14 10B 7:45 7:50 7:57 8:02 8:05 8:16 8:24 8:33 10B 8:15 8:20 8:27 8:32 8:35 8:46 8:54 9:03 10B 8:45 8:50 8:57 9:0 9:05 9:16 9:24 9:33 10B 9:15 9:20 9:27 9:32 9:35 9:46 9:54 10:03 10B 9:45 9:50 9:57 10:02 10:05 10:16 10:24 10:33 10B 10:45 10:50 10:57 11:02 11:05 11:16 11:24 11:33 10B 11:45 11:50 11:57 12:02 12:05 12:16 12:24 12:33 After Midnight Service — Servicio después de la medianoche 10B 12:45 12:50 12:57 1:02 1:05 1:16 1:24 1:33 On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Me- trobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate.

Page 12 of 14 B-33 10 A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line Hunting Point - Ballston Line Southbound to Hunting Point Sunday — En domingo

S. Wash- ington St. Walter Mount Mount & Reed Vernon Vernon Washington entrance Ballston- Braddock Dr. & Shirlington & & & to MU Rd. Route Columbia Transit Executive Hume King HUNTING Number Pike Center Aves. Aves. Sts. POINT AM Service — Servicio matutino 10B 6:00 6:11 6:21 6:33 6:37 6:43 6:52 6:58 10B 6:30 6:41 6:51 7:03 7:07 7:13 7:22 7:28 10B 7:00 7:11 7:21 7:33 7:37 7:43 7:52 7:58 10B 7:30 7:41 7:51 8:03 8:07 8:13 8:22 8:28 10B 8:00 8:11 8:21 8:33 8:37 8:43 8:52 8:58 10B 8:30 8:41 8:51 9:03 9:07 9:13 9:22 9:28 10B 9:00 9:11 9:21 9:33 9:37 9:43 9:52 9:58 10B 9:30 9:41 9:51 10:03 10:07 10:13 10:22 10:28 10B 10:00 10:14 10:24 10:36 10:41 10:48 10:58 11:04 10B 10:30 10:44 10:54 11:06 11:11 11:18 11:28 11:34 10B 11:00 11:14 11:24 11:36 11:41 11:48 11:58 12:04 10B 11:30 11:44 11:54 12:06 12:11 12:18 12:28 12:34 PM Service — Servicio vespertino 10B 12:00 12:14 12:24 12:36 12:41 12:48 12:58 1:04 10B 12:30 12:44 12:54 1:06 1:11 1:18 1:28 1:34 10B 1:00 1:14 1:24 1:36 1:41 1:48 1:58 2:04 10B 1:30 1:44 1:54 2:06 2:11 2:18 2:28 2:34 10B 2:00 2:14 2:24 2:36 2:41 2:48 2:58 3:04 10B 2:30 2:44 2:54 3:06 3:11 3:18 3:28 3:34 10B 3:00 3:14 3:24 3:36 3:41 3:48 3:58 4:04 10B 3:30 3:44 3:54 4:06 4:11 4:18 4:28 4:34 10B 4:00 4:14 4:24 4:36 4:41 4:48 4:58 5:04 10B 4:30 4:44 4:54 5:06 5:11 5:18 5:28 5:34 10B 5:00 5:14 5:24 5:36 5:41 5:48 5:58 6:04 10B 5:30 5:44 5:54 6:06 6:11 6:18 6:28 6:34 10B 6:00 6:13 6:22 6:33 6:37 6:44 6:52 6:57 10B 6:30 6:43 6:52 7:03 7:07 7:14 7:22 7:27 10B 7:00 7:13 7:22 7:33 7:37 7:44 7:52 7:57 10B 7:30 7:43 7:52 8:03 8:07 8:14 8:22 8:27 10B 8:00 8:13 8:22 8:33 8:37 8:44 8:52 8:57 10B 8:30 8:43 8:52 9:03 9:07 9:14 9:22 9:27 10B 9:00 9:13 9:22 9:33 9:37 9:44 9:52 9:57 10B 9:45 9:56 10:05 10:15 10:19 10:26 10:33 10:38 10B 10:45 10:56 11:05 11:15 11:19 11:26 11:33 11:38

Page 13 of 14 B-34 10 A,E,N - Alexandria-Pentagon Line B - Hunting Point-Ballston Line Hunting Point - Ballston Line

Northbound to Ballston-MU station Sunday — En domingo

S. Wash- ington St. Walter & Mount Mount Reed entrance Washington Vernon Vernon Dr. Braddock BALLSTON- to & & & Shirlington & Rd. MU Route Hunting King Hume Executive Transit Columbia Number Point Sts. Aves. Aves. Center Pike AM Service — Servicio matutino 10B 5:45 5:48 5:54 5:59 6:02 6:12 6:22 6:33 10B 6:15 6:18 6:24 6:29 6:32 6:42 6:52 7:03 10B 6:45 6:48 6:54 6:59 7:02 7:12 7:22 7:33 10B 7:15 7:19 7:26 7:32 7:36 7:47 7:58 8:09 10B 7:45 7:49 7:56 8:02 8:06 8:17 8:28 8:39 10B 8:15 8:19 8:26 8:32 8:36 8:47 8:58 9:09 10B 8:45 8:49 8:56 9:02 9:06 9:17 9:28 9:39 10B 9:15 9:21 9:30 9:37 9:42 9:55 10:06 10:18 10B 9:45 9:51 10:00 10:07 10:12 10:25 10:36 10:48 10B 10:15 10:21 10:30 10:37 10:42 10:55 11:06 11:18 10B 10:45 10:51 11:00 11:07 11:12 11:25 11:36 11:48 10B 11:15 11:21 11:30 11:37 11:42 11:55 12:06 12:18 10B 11:45 11:51 12:00 12:07 12:12 12:25 12:36 12:48 PM Service — Servicio vespertino 10B 12:15 12:21 12:30 12:37 12:42 12:55 1:06 1:18 10B 12:45 12:51 1:00 1:07 1:12 1:25 1:36 1:48 10B 1:15 1:21 1:30 1:37 1:42 1:55 2:06 2:18 10B 1:45 1:51 2:00 2:07 2:12 2:25 2:36 2:48 10B 2:15 2:21 2:30 2:37 2:42 2:55 3:06 3:18 10B 2:45 2:51 3:00 3:07 3:12 3:25 3:36 3:48 10B 3:15 3:21 3:30 3:37 3:42 3:55 4:06 4:18 10B 3:45 3:51 4:00 4:07 4:12 4:25 4:36 4:48 10B 4:15 4:20 4:27 4:33 4:38 4:50 5:00 5:12 10B 4:45 4:50 4:57 5:03 5:08 5:20 5:30 5:42 10B 5:15 5:20 5:27 5:33 5:38 5:50 6:00 6:12 10B 5:45 5:50 5:57 6:03 6:08 6:20 6:30 6:42 10B 6:15 6:20 6:27 6:33 6:38 6:48 6:58 7:08 10B 6:45 6:50 6:57 7:03 7:08 7:18 7:28 7:38 10B 7:15 7:20 7:27 7:33 7:38 7:48 7:58 8:08 10B 7:45 7:50 7:57 8:03 8:08 8:18 8:28 8:38 10B 8:45 8:50 8:57 9:03 9:08 9:18 9:28 9:38 10B 9:45 9:50 9:57 10:03 10:08 10:18 10:28 10:38

Page 14 of 14 B-35 How to use this timetable Effective 6-25-17

➤ Use the map to find the stops closest to where you will get on and off the bus. ➤ Select the schedule (Weekday, 16A,B,E,J,P Saturday, Sunday) for when you will travel. Along the top of the schedule, Columbia Pike Line 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. See separate ➤ If the bus stop is not listed, use the timetable for 16L time shown for the bus stop before it Serves these locations- as the time to wait at the stop. Brinda servicio a estas ubicaciones ➤ The end-of-the-line or last stop is listed l Annandale (16A,B,E) in ALL CAPS on the schedule. l Culmore (16B,E,J,P) Cómo Usar este Horario l Baileys Crossroads ➤ Use este mapa para localizar las l U.S. Air Force Memorial paradas más cercanas a donde se subirá y bajará del autobús. l Pentagon City station (16E,P) ➤ Seleccione el horario (Entre semana, l Pentagon station sábado, domingo) de cuando viajará. l Franklin Square (16E Late Night Only) A lo largo de la parte superior del horario, localice la parada o el punto más cercano a la parada en la que se subirá al autobús. Siga esa columna hacia abajo hasta la hora en la que desee salir. ➤ Utilice el mismo método para localizar las horas en que el autobús está programado para llegar a la parada en donde desea bajarse del autobús. ➤ Si la parada del autobús no está listada use la hora que se muestra en la parada anterior como la hora de espera en la parada. ➤ El final de la ruta o la última parada del autobús aparece en letras MAYÚSCULAS en el horario.

Washington Metropolitan Area Transit Authority

A District of Columbia, Maryland and Virginia Transit Partnership Page 1 of 10 B-36 For route and schedule information 16A,B,E,J,P Call 202-637-7000 Columbia Pike Line www.wmata.com

Legend FRANKLIN SQUARE POTOMAC — Metrorail Station 13th ST NW RIVER — Terminal Stands

I ST ST I 14th ST 14th STREET BRIDGE — Park & Ride Lot F — Pentagon Transit K ST ST K 16E Center

16A, 16B, 16E 16J,16P 16E PENTAGON PENTAGON CITY EADS ST F STATION D R 16E, 16P

PENTAGON

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

Y HAYES ST R

O ARMY NAVY DR

R JOYCE ST S U.S. AIR FORCE MEMORIAL

ORME ST

SCOTT ST COLUMBIA PIKE

WASHIINGTON BLVD 16A, 16B EDGEWOOD ST

WALTER REED DR 16E, 16J, 16P GLEBE RD

SOUTH

GEORGE MASON DR FOUR MILE RUN DR

BUCHANAN ST

DAWES AVE

(RT 7)

JEFFERSON ST16J, 16P

16A, 16B 16E

CARLIN SPRINGS RD 16B 16E BAILEY’S 16A PIKE CROSSROADS 16J LAKE ST 16P GLEN CARLYN DR LEESBURG TYLER ST 16B, 16J,16P (RT 7) VISTA DR 16E CULMORE KNOLLWOOD DR

LINCOLNIA RD Guaranteed Ride Home When you take Metrobus or Metrorail to work, 16A,16B,16E you are eligible to participate in the free Commuter Connection Guaranteed Ride Home Program.

The program will get you home in the event of COLUMBIA PIKE a personal emergency or unscheduled overtime. To register and to receive program details, call Commuter Connection at 1-800-745-RIDE. (2/97) (RT 236)

EVERGREEN LA JOHN MARR DR

ANNANDALE BACKLICK RD RAVENSWORTH RD

MEDFORD DR

LITTLE RIVERTNPK HERITAGE DR

A 16A PATRIOT DR M

E 16B R

I C 16E A NA DR Page 2 of 10

Page 3 of 10 B-38 16 A,B,E,J,P - Columbia Pike Line

Eastbound To Pentagon station Monday thru Friday — Lunes a viernes I John Colum- Colum- Colum- & Rt. Marr bia Jeffer- bia bia Colum- Colum- Colum- 13th Patriot 236 Dr. Pike Glen son Pike Pike bia Pike bia bia Penta- Sts. & & & & Lake Carlyn St. & & & Four & Pike Pike gon PENTA- NW Ameri- Med- Colum- Lin- & & Lees- Carlin Mile George & & City GON (Frank- Route cana ford bia colnia Tyler Vista burg Springs Run Mason Walter Orme lin Number Drs. Dr. Pike Rd. Sts. Drs. Pike Rd. Dr. Dr. Reed Dr. St. Sq) PM Service — Servicio vespertino 16J - - - - - 12:07 12:16 - 12:21 12:24 12:29 12:33 - 12:37 - 16A 12:04 12:10 12:16 12:22 - - - 12:31 12:36 12:39 12:44 12:48 - 12:52 - 16J - - - - - 12:37 12:46 - 12:51 12:54 12:59 1:03 - 1:07 - 16A 12:34 12:40 12:46 12:52 - - - 1:01 1:06 1:09 1:14 1:18 - 1:22 - 16J - - - - - 1:07 1:16 - 1:21 1:24 1:29 1:33 - 1:37 - 16A 1:04 1:10 1:16 1:22 - - - 1:31 1:36 1:39 1:44 1:48 - 1:52 - 16J - - - - - 1:37 1:46 - 1:51 1:54 1:59 2:03 - 2:07 - 16A 1:34 1:40 1:46 1:52 - - - 2:01 2:06 2:09 2:14 2:18 - 2:22 - 16J - - - - - 2:07 2:16 - 2:21 2:24 2:29 2:33 - 2:37 - 16A 2:04 2:10 2:16 2:22 - - - 2:31 2:36 2:39 2:44 2:48 - 2:52 - 16J - - - - - 2:37 2:46 - 2:51 2:54 2:59 3:03 - 3:07 - 16A 2:34 2:40 2:46 2:52 - - - 3:01 3:06 3:09 3:14 3:18 - 3:22 - 16J - - - - - 3:03 3:14 - 3:20 3:23 3:28 3:32 - 3:37 - 16A 3:02 3:09 3:15 3:21 - - - 3:30 3:35 3:38 3:43 3:47 - 3:52 - 16J - - - - - 3:33 3:44 - 3:50 3:53 3:58 4:02 - 4:07 - 16A 3:32 3:39 3:45 3:51 - - - 4:00 4:05 4:08 4:13 4:17 - 4:22 - 16B - - - - - 4:04 - 4:12 4:17 4:20 4:25 4:29 - 4:34 - 16J - - - - - 4:10 4:21 - 4:27 4:30 4:35 4:39 - 4:44 - 16A 4:04 4:11 4:17 4:23 - - - 4:32 4:37 4:40 4:45 4:49 - 4:54 - 16B - - - - - 4:32 - 4:40 4:45 4:48 4:53 4:57 - 5:02 - 16J - - - - - 4:40 4:51 - 4:57 5:00 5:05 5:09 - 5:14 - 16A 4:39 4:46 4:52 4:58 - - - 5:07 5:12 5:15 5:20 5:24 - 5:29 - 16J - - - - - 5:10 5:21 - 5:27 5:30 5:35 5:39 - 5:44 - 16A 5:09 5:16 5:22 5:28 - - - 5:37 5:42 5:45 5:50 5:54 - 5:59 - 16J - - - - - 5:38 5:49 - 5:55 5:58 6:03 6:07 - 6:12 - 16A 5:38 5:44 5:50 5:55 - - - 6:03 6:08 6:10 6:14 6:18 - 6:22 - 16B - - - - - 6:06 - 6:13 6:18 6:20 6:24 6:28 - 6:32 - 16J - - - - - 6:13 6:23 - 6:28 6:30 6:34 6:38 - 6:42 - 16A 6:08 6:14 6:20 6:25 - - - 6:33 6:38 6:40 6:44 6:48 - 6:52 - 16J - - - - - 6:38 6:48 - 6:53 6:55 6:59 7:03 - 7:07 - 16A 6:38 6:44 6:50 6:55 - - - 7:03 7:08 7:10 7:14 7:18 - 7:22 - 16B - - - - - 7:11 - 7:18 7:23 7:25 7:29 7:33 - 7:37 - 16A 7:08 7:14 7:20 7:25 - - - 7:33 7:38 7:40 7:44 7:48 - 7:52 - 16J - - - - - 7:38 7:48 - 7:53 7:55 7:59 8:03 - 8:07 - 16A 7:38 7:44 7:50 7:55 - - - 8:03 8:08 8:10 8:14 8:18 - 8:22 - 16B - - - - - 8:11 - 8:18 8:23 8:25 8:29 8:33 - 8:37 - 16A 8:08 8:14 8:20 8:25 - - - 8:33 8:38 8:40 8:44 8:48 - 8:52 - 16J - - - - - 8:38 8:48 - 8:53 8:55 8:59 9:03 - 9:07 - 16A 8:44 8:50 8:56 9:00 - - - 9:07 9:10 9:11 9:15 9:18 - 9:22 - 16B - - - - - 9:16 - 9:22 9:25 9:26 9:30 9:33 - 9:37 - 16A 9:14 9:20 9:26 9:30 - - - 9:37 9:40 9:41 9:45 9:48 - 9:52 - 16B - - - - - 9:46 - 9:52 9:55 9:56 10:00 10:03 - 10:07 - 16B - - - - - 10:01 - 10:07 10:10 10:11 10:15 10:18 - 10:22 - 16B - - - - - 10:16 - 10:22 10:25 10:26 10:30 10:33 - 10:37 - 16A 10:14 10:20 10:26 10:30 - - - 10:37 10:40 10:41 10:45 10:48 - 10:52 - 16E - - - - - 10:46 - 10:52 10:55 10:57 11:01 11:04 11:10 11:13 - 16E - - - - - 11:11 - 11:17 11:20 11:22 11:26 11:29 11:35 11:38 11:56 16E 11:16 11:21 11:26 11:30 11:35 11:36 - 11:42 11:45 11:47 11:51 11:54 12:00 12:03 12:21 After Midnight Service — Servicio después de la medianoche ❍ 16E - - - - - 12:06 - 12:12 12:15 12:17 12:21 12:24 12:30 12:33 12:51 ❍ 16E - - - - - 12:36 - 12:42 12:45 12:47 12:51 12:54 1:00 1:03 1:21 ❍ 16E - - - - - 1:06 - 1:12 1:15 1:17 1:21 1:24 1:30 1:33 1:51 ❍ 16E - - - - - 1:36 - 1:42 1:45 1:47 1:51 1:54 2:00 2:03 2:21 ❍ 16E - - - - - 2:06 - 2:12 2:15 2:17 2:21 2:24 2:30 2:33 2:51 ❍ — Trip operates Friday only. Los autobuses funcionan solamente el viernes. Page 4 of 10 B-39 16 A,B,E,J,P - Columbia Pike Line

Westbound To Culmore/Annandale Monday thru Friday — Lunes a viernes Patriot I Colum- Colum- Colum- Lees- Glen Colum- John & & Colum- Colum- bia bia bia burg Carlyn bia Marr Ameri- 13th Penta- bia bia Pike Pike Pike Pike & Pike Dr. cana Sts. Penta- gon Pike Pike & & & & Vista Lake & & Rt. 236 Drs. NW gon City & & George Bucha- Carlin Jeffer- Drs. & Lin- Colum- & (AN- Route (Franklin Orme Walter Mason nan Springs son (CUL- Tyler colnia bia Medford NAN- Number Sq) St. Reed Dr. Dr. St. Rd. St. MORE) Sts. Rd. Pike Dr. DALE) 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 - - - - -

Page 5 of 10 B-40 16 A,B,E,J,P - Columbia Pike Line

Westbound To Culmore/Annandale Monday thru Friday — Lunes a viernes Patriot I Colum- Colum- Colum- Lees- Glen Colum- John & & Colum- Colum- bia bia bia burg Carlyn bia Marr Ameri- 13th Penta- bia bia Pike Pike Pike Pike & Pike Dr. cana Sts. Penta- gon Pike Pike & & & & Vista Lake & & Rt. 236 Drs. NW gon City & & George Bucha- Carlin Jeffer- Drs. & Lin- Colum- & (AN- Route (Franklin Orme Walter Mason nan Springs son (CUL- Tyler colnia bia Medford NAN- Number Sq) St. Reed Dr. Dr. St. Rd. St. MORE) Sts. Rd. Pike Dr. DALE) 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 - - - - -

Page 6 of 10 B-41 16 A,B,E,J,P - Columbia Pike Line Eastbound To Pentagon station Saturday — En sábados

Colum- I John Colum- Jeffer- Colum- Colum- Colum- bia Colum- & Patriot Rt. Marr bia Glen son bia bia bia Pike bia Pen- 13th Sts. & 236 & Dr. & Pike & Lake Carlyn St. & Pike & Pike Pike & & Pike tagon PENTA- NW Ameri- Med- Colum- Lin- & & Lees- Carlin & Four George Walter & City GON (FRANK- Route cana ford bia colnia Tyler Vista burg Springs Mile Mason Reed Orme LIN Number Drs. Dr. Pike Rd. Sts. Drs. Pike Rd. Run Dr. Dr. Dr. St. SQ) AM Service — Servicio matutino 16B - - - - - 5:20 - 5:27 5:31 5:33 5:37 5:41 - 5:45 - 16B - - - - - 5:55 - 6:02 6:06 6:08 6:12 6:16 - 6:20 - 16B 6:02 6:09 6:14 6:18 6:23 6:25 - 6:32 6:36 6:38 6:42 6:46 - 6:50 - 16B - - - - - 6:45 - 6:52 6:56 6:58 7:02 7:06 - 7:10 - 16B 6:42 6:49 6:54 6:58 7:03 7:05 - 7:12 7:16 7:18 7:22 7:26 - 7:30 - 16B 6:58 7:05 7:11 7:16 7:21 7:23 - 7:31 7:35 7:37 7:42 7:46 - 7:50 - 16J - - - - - 7:41 7:50 - 7:55 7:57 8:02 8:06 - 8:10 - 16B 7:38 7:45 7:51 7:56 8:01 8:03 - 8:11 8:15 8:17 8:22 8:26 - 8:30 - 16J - - - - - 8:21 8:30 - 8:35 8:37 8:42 8:46 - 8:50 - 16B 8:18 8:25 8:31 8:36 8:41 8:43 - 8:51 8:55 8:57 9:02 9:06 - 9:10 - 16J - - - - - 9:01 9:10 - 9:15 9:17 9:22 9:26 - 9:30 - 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 - 16B10:14 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 - 16B10:54 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 - 16B11:31 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 - 16B12:11 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 - 16B12:51 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 - On four Federal holidays, 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 - Columbus Day, Veterans’ 16J - - - - - 4:53 5:06 - 5:12 5:15 5:21 5:26 - 5:30 - Day, Martin L. King Day, 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 - and Presidents’ Day, 16J - - - - - 5:38 5:49 - 5:55 5:57 6:02 6:06 - 6:10 - Metrobus will run on a 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 - Saturday supplemental 16J - - - - - 6:18 6:29 - 6:35 6:37 6:42 6:46 - 6:50 - schedule. On these 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 - holidays, all Saturday trips 16J - - - - - 6:58 7:09 - 7:15 7:17 7:22 7:26 - 7:30 - will operate except those 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 - marked u. 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 - En los días festivos 16J - - - - - 8:21 8:31 - 8:36 8:38 8:42 8:46 - 8:50 - federales, Día de la Raza, 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 - Día del Veterano, Día de 16J - - - - - 9:02 9:11 - 9:16 9:18 9:22 9:26 - 9:30 - Martin Luther King y Día 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 - de los Presidentes Metro- 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 - bus proveerá servicio de 16B10:04 10:09 10:15 10:19 10:23 10:25 - 10:32 10:36 10:38 10:42 10:46 - 10:50 - autobús suplementario 16E - - - - - 11:07 - 11:13 11:16 11:18 11:22 11:26 11:32 11:38 11:50 de los sábados. En estos 16E - - - - - 11:37 - 11:43 11:46 11:48 11:52 11:56 12:02 12:08 12:20 días festivos, los servicios After Midnight Service — Servicio después de la medianoche de los sábados operarán u 16E - - - - - 12:07 - 12:13 12:16 12:18 12:22 12:26 12:32 12:38 12:50 excepto los que tienen la u 16E - - - - - 1:07 - 1:13 1:16 1:18 1:22 1:26 1:32 1:38 1:50 marca u. u 16E - - - - - 2:07 - 2:13 2:16 2:18 2:22 2:26 2:32 2:38 2:50 Page 7 of 10 B-42 16 A,B,E,J,P - Columbia Pike Line Westbound To Culmore/Annandale Saturday — En sábados

Colum- Colum- Colum- Colum- Lees- Glen John Patriot I Colum- bia bia bia bia burg Carlyn Colum- Marr & Ameri- & Penta- bia Pike Pike Pike Pike Pike & bia Dr. Rt. cana 13th Sts. Penta- gon Pike & & & & & Vista Lake Pike & 236 & Drs. NW gon City & Walter George Bucha- Carlin Jeffer- Drs. & & Colum- Med- (AN- Route (Frank- Orme Reed Mason nan Springs son (CUL- Tyler Lincol- bia ford NAN- Number lin Sq) St. Dr. Dr. St. Rd St. MORE) Sts. nia Rd. Pike Dr. DALE) AM Service — Servicio matutino 16B - 5:55 - 6:03 6:07 6:12 6:14 6:18 - - 6:27 6:32 6:37 6:42 6:47 16B - 6:30 - 6:38 6:42 6:47 6:49 6:53 - - 7:02 7:07 7:12 7:17 7:22 16B - 7:00 - 7:08 7:12 7:17 7:19 7:23 - - 7:32 7:37 7:42 7:47 7:52 16J - 7:20 - 7:28 7:32 7:37 7:39 - 7:44 7:53 - - - - - 16B - 7:40 - 7:48 7:52 7:57 7:59 8:03 - - 8:12 8:17 8:22 8:27 8:32 16J - 8:00 - 8:08 8:12 8:17 8:19 - 8:24 8:33 - - - - - 16B - 8:20 - 8:29 8:33 8:38 8:40 8:45 - - 8:54 8:59 9:05 9:11 9:15 16J - 8:40 - 8:49 8:53 8:58 9:00 - 9:06 9:16 - - - - - 16B - 9:00 - 9:09 9:13 9:18 9:20 9:25 - - 9:34 9:39 9:45 9:51 9:55 16J - 9:20 - 9:29 9:33 9:38 9:40 - 9:46 9:56 - - - - - 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 On four Federal holidays, 16J - 5:20 - 5:30 5:35 5:41 5:44 - 5:52 6:04 - - - - - Columbus Day, Veterans’ 16B - 5:40 - 5:49 5:54 5:59 6:02 6:07 - - 6:19 6:24 6:29 6:35 6:40 Day, Martin L. King Day, 16J - 6:00 - 6:09 6:14 6:19 6:22 - 6:29 6:40 - - - - - and Presidents’ Day, 16B - 6:20 - 6:29 6:34 6:39 6:42 6:47 - - 6:59 7:04 7:09 7:15 7:20 Metrobus will run on a 16J - 6:40 - 6:49 6:54 6:59 7:02 - 7:09 7:20 - - - - - Saturday supplemental 16B - 7:00 - 7:09 7:14 7:19 7:22 7:27 - - 7:39 7:44 7:49 7:55 8:00 schedule. On these 16J - 7:20 - 7:29 7:34 7:39 7:42 - 7:49 8:00 - - - - - holidays, all Saturday trips 16B - 7:40 - 7:49 7:54 7:59 8:02 8:07 - - 8:19 8:24 8:29 8:35 8:40 will operate except those 16J - 8:00 - 8:09 8:14 8:19 8:22 - 8:29 8:40 - - - - - marked u. 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 - - - - - En los días festivos 16B - 9:00 - 9:09 9:13 9:17 9:19 9:23 - - 9:32 9:36 9:41 9:46 9:51 federales, Día de la Raza, 16J - 9:20 - 9:29 9:33 9:37 9:39 - 9:45 9:54 - - - - - Día del Veterano, Día de 16B - 9:40 - 9:49 9:53 9:57 9:59 10:03 - - 10:12 10:16 10:21 10:26 10:31 Martin Luther King y Día 16J - 10:00 - 10:09 10:13 10:17 10:19 - 10:25 10:34 - - - - - de los Presidentes Metro- 16B - 10:30 - 10:39 10:43 10:47 10:49 10:53 - - 11:02 11:06 11:11 11:16 11:21 bus proveerá servicio de 16E/ - 11:00 11:06 11:12 11:16 11:20 11:22 11:26 - 11:32 - - - - - autobús suplementario 16E/ - 11:30 11:36 11:42 11:46 11:50 11:52 11:56 - 12:02 - - - - - de los sábados. En estos After Midnight Service — Servicio después de la medianoche días festivos, los servicios 16E/ - 12:00 12:06 12:12 12:16 12:20 12:22 12:26 - 12:32 - - - - - de los sábados operarán 16E12:08 12:20 12:26 12:32 12:36 12:40 12:42 12:46 - 12:52 - - - - - excepto los que tienen la 16E12:38 12:50 12:56 1:02 1:06 1:10 1:12 1:16 - 1:22 - - - - - marca u. 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 - - - - - Page 8 of 10 u 16E 3:08 3:20 3:26 3:32 3:36 3:40 3:42 3:46 - 3:52 - - - - - B-43 16 A,B,E,J,P - Columbia Pike Line

Eastbound To Pentagon station Sunday — En domingo I John Colum- Colum- Colum- & Rt. Marr bia Jeffer- bia bia Colum- Colum- Colum- 13th Patriot 236 Dr. Pike Glen son Pike Pike bia Pike bia bia Penta- Sts. & & & & Lake Carlyn St. & & & Four & Pike Pike gon PENTA- NW Ameri- Med- Colum- Lin- & & Lees- Carlin Mile George & & City GON (Frank- Route cana ford bia colnia Tyler Vista burg Springs Run Mason Walter Orme lin Number Drs. Dr. Pike Rd. Sts. Drs. Pike Rd. Dr. Dr. Reed Dr. St. Sq) AM Service — Servicio matutino 16B - - - - - 5:59 - 6:06 6:10 6:12 6:17 6:22 - 6:25 - 16B - - - - - 6:29 - 6:36 6:40 6:42 6:47 6:52 - 6:55 - 16E ------7:05 7:17 16B 6:37 6:42 6:47 6:52 6:56 6:59 - 7:06 7:10 7:12 7:17 7:22 - 7:25 - 16B - - - - - 7:21 - 7:28 7:32 7:34 7:39 7:44 - 7:47 - 16B 7:29 7:34 7:39 7:44 7:48 7:51 - 7:58 8:02 8:04 8:09 8:14 - 8:17 - 16B - - - - - 8:21 - 8:28 8:32 8:34 8:39 8:44 - 8:47 - 16B 8:22 8:28 8:34 8:39 8:44 8:46 - 8:55 8:59 9:02 9:08 9:14 - 9:17 - 16P - - - - - 9:09 9:19 - 9:24 9:27 9:33 9:38 9:43 9:47 - 16B 9:22 9:28 9:34 9:39 9:44 9:46 - 9:55 9:59 10:02 10:08 10:14 - 10:17 - 16P - - - - - 10:09 10:19 - 10:24 10:27 10:33 10:38 10:43 10:47 - 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 -

Page 9 of 10 B-44 16 A,B,E,J,P - Columbia Pike Line

Westbound To Culmore/Annandale Sunday — En domingo

Patriot I Colum- Colum- Colum- Lees- Glen Colum- John & & Colum- Colum- bia bia bia burg Carlyn bia Marr Ameri- 13th Penta- bia bia Pike Pike Pike Pike & Pike Dr. cana Sts. Penta- gon Pike Pike & & & & Vista Lake & & Rt. 236 Drs. NW gon City & & George Bucha- Carlin Jeffer- Drs. & Lin- Colum- & (AN- Route (Franklin Orme Walter Mason nan Springs son (CUL- Tyler colnia bia Medford NAN- Number Sq) St. Reed Dr. Dr. St. Rd. St. MORE) Sts. Rd. Pike Dr. DALE) AM Service — Servicio matutino 16B - 6:00 - 6:06 6:11 6:16 6:17 6:20 - - 6:28 6:32 6:36 6:41 6:45 16B/ - 6:30 - 6:36 6:41 6:46 6:47 6:50 - 6:57 - - - - - 16E 6:13 6:25 ------16B - 7:00 - 7:06 7:11 7:16 7:17 7:20 - - 7:28 7:32 7:36 7:41 7:45 16B/ - 7:30 - 7:36 7:41 7:46 7:47 7:50 - 7:57 - - - - - 16E 7:23 7:35 ------16B - 8:00 - 8:06 8:11 8:16 8:17 8:20 - - 8:28 8:32 8:36 8:41 8:45 16B/ - 8:30 - 8:36 8:41 8:46 8:47 8:50 - 8:57 - - - - - 16B - 9:00 - 9:07 9:11 9:16 9:18 9:22 - - 9:31 9:36 9:41 9:47 9:51 16B/ - 9:30 - 9:37 9:41 9:46 9:48 9:52 - 9:59 - - - - - 16B - 10:00 - 10:07 10:11 10:16 10:18 10:22 - - 10:31 10:36 10:41 10:47 10:51 16P - 10:30 10:35 10:40 10:44 10:49 10:51 - 10:56 11:03 - - - - - 16B - 11:00 - 11:07 11:12 11:18 11:20 11:25 - - 11:35 11:40 11:44 11:51 11:55 16P - 11:30 11:36 11:42 11:46 11:52 11:54 - 12:00 12:07 - - - - - PM Service — Servicio vespertino 16B - 12:00 - 12:07 12:12 12:18 12:20 12:25 - - 12:35 12:40 12:44 12:51 12:55 16P - 12:30 12:36 12:42 12:46 12:52 12:54 - 1:00 1:07 - - - - - 16B - 1:00 - 1:07 1:12 1:18 1:20 1:25 - - 1:35 1:40 1:44 1:51 1:55 16P - 1:30 1:36 1:42 1:46 1:52 1:54 - 2:00 2:07 - - - - - 16B - 2:00 - 2:07 2:12 2:18 2:21 2:26 - - 2:37 2:42 2:47 2:54 2:59 16P - 2:30 2:36 2:41 2:46 2:52 2:55 - 3:02 3:09 - - - - - 16B - 3:00 - 3:07 3:12 3:18 3:21 3:26 - - 3:37 3:42 3:47 3:54 3:59 16P - 3:30 3:36 3:41 3:46 3:52 3:55 - 4:02 4:09 - - - - - 16B - 4:00 - 4:07 4:12 4:18 4:21 4:26 - - 4:37 4:42 4:47 4:54 4:59 16P - 4:30 4:36 4:41 4:46 4:52 4:55 - 5:02 5:09 - - - - - 16B - 5:00 - 5:07 5:12 5:18 5:21 5:26 - - 5:37 5:42 5:47 5:54 5:59 16P - 5:30 5:36 5:41 5:46 5:52 5:55 - 6:02 6:09 - - - - - 16B - 6:00 - 6:07 6:12 6:18 6:21 6:26 - - 6:37 6:42 6:47 6:54 6:59 16P - 6:30 6:36 6:41 6:46 6:52 6:55 - 7:02 7:09 - - - - - 16B - 7:00 - 7:07 7:12 7:18 7:20 7:24 - - 7:32 7:37 7:41 7:47 7:51 16P - 7:30 7:36 7:40 7:44 7:50 7:52 - 7:58 8:05 - - - - - 16B - 8:00 - 8:07 8:12 8:18 8:20 8:24 - - 8:32 8:37 8:41 8:47 8:51 16E/ - 8:30 8:36 8:40 8:44 8:50 8:52 8:56 - 9:03 - - - - - 16B - 9:00 - 9:07 9:12 9:18 9:20 9:24 - - 9:32 9:37 9:41 9:47 9:51 16E/ - 9:30 9:36 9:40 9:44 9:50 9:52 9:56 - 10:03 - - - - - 16E - 10:01 10:07 10:11 10:16 10:22 10:24 10:28 - - 10:36 10:41 10:45 10:51 10:55 16E/ - 10:21 10:27 10:31 10:35 10:41 10:43 10:47 - 10:54 - - - - - 16E/ - 10:41 10:47 10:51 10:55 11:01 11:03 11:07 - 11:14 - - - - - 16E/ - 11:01 11:07 11:13 11:15 11:19 11:21 11:25 - 11:32 - - - - - 16E/ - 11:30 11:36 11:42 11:44 11:48 11:50 11:54 - 12:01 - - - - - After Midnight Service — Servicio después de la medianoche 16E/ - 12:00 12:06 12:12 12:14 12:18 12:20 12:24 - 12:31 - - - - - 16E/ - 12:30 12:36 12:42 12:44 12:48 12:50 12:54 - 1:01 - - - - - Note: For additional Sunday service via Pentagon City see Route 16G—Columbia Heights West-Pentagon City Line.

Page 10 of 10 B-45 How to use this timetable Effective 4-24-16

➤ Use the map to find the stops closest to where you will get on and off the bus. ➤ Select the schedule (Weekday, 16G,H,K Saturday, Sunday) for when you will travel. Along the top of the schedule, Columbia Heights West - find the stop at or nearest the point where you will get on the bus. Follow Pentagon City Line 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 Serves these locations- time shown for the bus stop before it Brinda servicio a estas ubicaciones as the time to wait at the stop. l Columbia Heights West (16G,K) ➤ The end-of-the-line or last stop is listed l Skyline City (16H) in ALL CAPS on the schedule. l Barcroft Cómo Usar este Horario l Columbia Pike ➤ Use este mapa para localizar las l U.S. Air Force Memorial paradas más cercanas a donde se l Pentagon City station (16G,H) subirá y bajará del autobús. l Pentagon station (16K-Sat. & Sun. only) ➤ Seleccione el horario (Entre semana, sábado, domingo) de cuando viajará.

A lo largo de la parte superior del horario, localice la parada o el punto más cercano a la parada en la que se subirá al autobús. Siga esa columna hacia abajo hasta la hora en la que desee salir. ➤ Utilice el mismo método para localizar las horas en que el autobús está programado para llegar a la parada en donde desea bajarse del autobús. ➤ Si la parada del autobús no está listada use la hora que se muestra en la parada anterior como la hora de espera en la parada. ➤ El final de la ruta o la última parada del autobús aparece en letras MAYÚSCULAS en el horario.

Washington Metropolitan Area Transit Authority

A District of Columbia, Maryland and Virginia Transit Partnership Page 1 of 10 B-46 For route and schedule information 16G,H,K Call 202-637-7000 Columbia Heights West Pentagon City Line www.wmata.com

(SAT & SUN 5:30-7:00 AM ONLY) 16K PENTAGON EADS ST

PENTAGON STATION HAYES ST ARMY NAVY DR Legend 16G, 16H — Metrorail Station PENTAGON CITY — Terminal Stands JOYCE ST STATION

U.S. AIR FORCE MEMORIAL

ORME ST Guaranteed Ride Home When you take Metrobus or Metrorail to work, you are eligible to participate in the free Commuter Connection Guaranteed Ride Home Program. The program will get you home in the event of a personal emergency or unscheduled overtime. COLUMBIA PIKE To register and to receive program details, call Commuter Connection at 1-800-745-RIDE. WASHIINGTON BLVD (2/97)

16G EDGEWOOD ST 16H REED DR WALTER 16K

GEORGE MASON DR FOUR MILE RUN DR

BARCROFT 16G 16H BUCHANAN ST 16K GEORGE MASON(RT 7)DR

DINWIDDIE9th ST ST 16G 16K GREEN- 7th RD BRIER ST JEFFERSON ST SKYLINE CITY 16H

8th RD 16H

COLUMBIA SEMINARY RD HEIGHTS LEESBURG PIKE WEST CARLIN SPRINGS RD

Page 2 of 10 B-47 16G,H,K Columbia Heights West - Pentagon City Line Eastbound To Pentagon City station Monday thru Friday — Lunes a viernes

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

Page 3 of 10 B-48 16G,H,K Columbia Heights West - Pentagon City Line Eastbound To Pentagon City station Monday thru Friday — Lunes a viernes

Carlin Springs Rd. George Columbia PENTAGON & Columbia Greenbrier Mason Dr. Jefferson St. Columbia Pike & Columbia Columbia CITY Route Pike St. & 8th Rd. Dinwiddie & & Seminary & Leesburg Pike & Bu- George Pike & Wal- Pike & Orme Number ✱ ✱ 9th Sts. Rd. Pike chanan St. Mason Dr. ter Reed Dr. St. 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 ✱ — After 5:41 AM see westbound schedule for trip times through Columbia Heights West. Additional trip starts at Carlin Springs Rd. at 6:26 PM.

Page 4 of 10 B-49 16G,H,K Columbia Heights West - Pentagon City Line Westbound To Skyline City/Columbia Heights West Monday thru Friday — Lunes a viernes

George Carlin Dinwiddie Pentagon Columbia Mason Dr. Springs Rd. & 9th Sts. City Columbia Columbia Pike & Columbia Jefferson St. & Seminary & Columbia Greenbrier St. (COLUMBIA Route Pike & Orme Pike & Wal- George Pike & Bu- & Leesburg Rd. (SKYLINE Pike & 8th Rd. HTS WEST) Number St. ter Reed Dr. Mason Dr. chanan St. Pike CITY) l l l 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

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

Page 5 of 10 B-50 16G,H,K Columbia Heights West - Pentagon City Line Westbound To Skyline City/Columbia Heights West Monday thru Friday — Lunes a viernes

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

Page 6 of 10 B-51 Eastbound To Pentagon/Pentagon City stations 16G,H,K Saturday — En sábados Columbia Heights West - Pentagon City Line Carlin Springs Rd. Greenbrier Columbia Columbia Columbia PENTA- PENTA- & Colum- St. & 8th Pike & Pike & Pike & Columbia GON CITY GON Route bia Pike Rd. Dinwiddie Buchanan George Walter Pike & Number ✱ ✱ & 9th Sts. St. Mason Dr. Reed Dr. Orme St. 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 - ✱ — After 5:48 AM see westbound 16G - - 3:58 4:00 4:02 4:07 4:11 4:15 - schedule for trip times through Co- 16G - - 4:13 4:15 4:17 4:22 4:26 4:30 - lumbia Heights West. Additional 16G - - 4:28 4:30 4:32 4:37 4:41 4:45 - trips start at Carlin Springs Rd. at 16G - - 4:43 4:45 4:47 4:52 4:56 5:00 - 7:26 and 9:12 AM. 16G - - 4:58 5:00 5:02 5:07 5:11 5:15 - Note: Route 16K serves Pentagon City 16G - - 5:13 5:15 5:17 5:22 5:26 5:30 - 16G at stops on Army-Navy Drive at - - 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 - Hayes Street. 16G - - 5:58 6:00 6:02 6:07 6:11 6:15 - Nota: La ruta 16K sirve Pentagon City 16G - - 6:13 6:15 6:17 6:22 6:26 6:30 - con paradas en Army-Drive Drive 16G - - 6:28 6:30 6:32 6:37 6:41 6:45 - cerca de la calle Hayes. 16G - - 6:45 6:47 6:49 6:53 6:56 7:00 - Note: For service via Pentagon City 16G - - 7:00 7:02 7:04 7:08 7:11 7:15 - station after 11 PM see Route 16E - 16G - - 7:15 7:17 7:19 7:23 7:26 7:30 - Columbia Pike Line. 16G - - 7:30 7:32 7:34 7:38 7:41 7:45 - Nota: Para obtener servicio por la 16G - - 7:45 7:47 7:49 7:53 7:56 8:00 - estación de Pentagon City después 16G - - 8:00 8:02 8:04 8:08 8:11 8:15 - de las 11 PM, vea la Ruta 16E - de 16G - - 8:14 8:16 8:18 8:22 8:25 8:29 - la línea Columbia Pike. 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 - On four Federal holidays, Columbus 16G - - 8:57 8:59 9:01 9:05 9:08 9:12 - Day, Veterans’ Day, Martin L. King 16G - - 9:12 9:14 9:16 9:20 9:23 9:27 - Day, and Presidents’ Day, Metrobus 16G - - 9:36 9:38 9:40 9:44 9:47 9:51 - will run on a Saturday supplemen- 16G - - 9:58 10:00 10:02 10:06 10:09 10:13 - tal schedule. On these holidays, all 16G - - 10:28 10:30 10:32 10:36 10:39 10:43 - Saturday trips will operate. 16G - - 10:57 10:59 11:01 11:05 11:08 11:12 - Page 7 of 10 B-52 Westbound To Columbia Heights West 16G,H,K Saturday — En sábados Columbia Heights West - Dinwiddie Carlin & 9th Sts. Pentagon City Line Pentagon Columbia Columbia Columbia Springs Rd. Greenbrier (COLUM- Pentagon City Columbia Pike & Pike & Pike & & Colum- St. & BIA HTS Route Pike & Walter George Buchanan bia Pike 8th Rd. WEST) Number Orme St. Reed Dr. Mason Dr. St. l l l AM Service — Servicio matutino 16K 5:45 - 5:53 5:56 6:00 6:02 6:05 6:08 6:11 16K 6:15 - 6:23 6:26 6:30 6:32 6:35 6:38 6:41 16K 6:45 - 6:53 6:56 7:00 7:02 7:05 7:08 7:11 16K 7:10 - 7:18 7:21 7:25 7:27 7:30 7:33 7:36 16G - 7:41 7:45 7:48 7:52 7:54 7:57 8:00 8:03 16G - 7:56 8:00 8:03 8:07 8:09 8:12 8:15 8:18 16G - 8:10 8:14 8:17 8:21 8:23 8:26 8:29 8:32 16G - 8:24 8:28 8:32 8:36 8:38 8:42 8:45 8:48 16G - 8:39 8:43 8:47 8:51 8:53 8:57 9:00 9:03 16G - 8:56 9:00 9:04 9:08 9:10 9:14 9:17 9:20 16G - 9:11 9:15 9:19 9:23 9:25 9:29 9:32 9:35 16G - 9:26 9:30 9:34 9:38 9:40 9:44 9:47 9:50 16G - 9:41 9:45 9:49 9:53 9:55 9:59 10:02 10:05 16G - 9:56 10:00 10:04 10:08 10:10 10:14 10:17 10:20 16G - 10:11 10:15 10:19 10:23 10:25 10:29 10:32 10:35 16G - 10:26 10:30 10:34 10:38 10:40 10:44 10:47 10:50 16G - 10:41 10:45 10:49 10:53 10:55 10:59 11:02 11:05 16G - 10:56 11:00 11:04 11:08 11:10 11:14 11:17 11:20 16G - 11:11 11:15 11:19 11:23 11:25 11:29 11:32 11:35 16G - 11:26 11:30 11:35 11:40 11:43 11:48 11:52 11:55 16G - 11:41 11:45 11:50 11:55 11:58 12:03 12:07 12:10 16G - 11:56 12:00 12:05 12:10 12:13 12:18 12:22 12:25 PM Service — Servicio vespertino 16G - 12:11 12:15 12:20 12:25 12:28 12:33 12:37 12:40 16G - 12:26 12:30 12:35 12:40 12:43 12:48 12:52 12:55 16G - 12:41 12:45 12:50 12:55 12:58 1:03 1:07 1:10 16G - 12:56 1:00 1:05 1:10 1:13 1:18 1:22 1:25 16G - 1:11 1:15 1:20 1:25 1:28 1:33 1:37 1:40 16G - 1:26 1:30 1:35 1:40 1:43 1:48 1:52 1:55 16G - 1:41 1:45 1:50 1:55 1:58 2:03 2:07 2:10 16G - 1:56 2:00 2:05 2:10 2:13 2:18 2:22 2:25 16G - 2:11 2:15 2:20 2:25 2:28 2:33 2:37 2:40 16G - 2:26 2:30 2:35 2:40 2:43 2:48 2:52 2:55 16G - 2:41 2:45 2:50 2:55 2:58 3:03 3:07 3:10 16G - 2:56 3:00 3:05 3:10 3:13 3:18 3:22 3:25 16G - 3:11 3:15 3:20 3:25 3:28 3:33 3:37 3:40 16G - 3:26 3:30 3:35 3:40 3:43 3:48 3:52 3:55 16G - 3:41 3:45 3:50 3:55 3:58 4:03 4:07 4:10 16G - 3:56 4:00 4:05 4:10 4:13 4:18 4:22 4:25 16G - 4:11 4:15 4:20 4:25 4:28 4:33 4:37 4:40 16G - 4:26 4:30 4:35 4:40 4:43 4:48 4:52 4:55 16G - 4:41 4:45 4:50 4:55 4:58 5:03 5:07 5:10 16G - 4:55 4:59 5:04 5:09 5:12 5:17 5:21 5:24 16G - 5:10 5:15 5:20 5:24 5:27 5:32 5:36 5:39 16G - 5:25 5:30 5:35 5:39 5:42 5:47 5:51 5:54 16G - 5:40 5:45 5:50 5:54 5:57 6:02 6:06 6:09 16G - 5:55 6:00 6:05 6:09 6:12 6:17 6:21 6:24 16G - 6:10 6:15 6:20 6:24 6:27 6:32 6:36 6:39 16G - 6:25 6:30 6:35 6:39 6:42 6:47 6:51 6:54 16G - 6:40 6:45 6:50 6:54 6:57 7:02 7:06 7:09 16G - 6:55 7:00 7:05 7:09 7:12 7:17 7:21 7:24 16G - 7:10 7:15 7:20 7:24 7:27 7:32 7:36 7:39 16G - 7:25 7:30 7:34 7:38 7:40 7:44 7:47 7:50 16G - 7:40 7:45 7:49 7:53 7:55 7:59 8:02 8:05 16G - 7:55 8:00 8:04 8:08 8:10 8:14 8:17 8:20 16G - 8:10 8:15 8:19 8:23 8:25 8:29 8:32 8:35 l — See eastbound schedule for service 16G - 8:25 8:30 8:34 8:38 8:40 8:44 8:47 8:50 through Columbia Heights West 16G - 8:40 8:45 8:49 8:53 8:55 8:59 9:02 9:05 before 6:05 AM. 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 On four Federal holidays, Columbus Day, 16G - 9:25 9:30 9:34 9:38 9:40 9:44 9:47 9:50 Veterans’ Day, Martin L. King Day, 16G - 9:48 9:53 9:57 10:01 10:03 10:07 10:10 10:13 and Presidents’ Day, Metrobus will 16G - 10:20 10:25 10:29 10:33 10:35 10:39 10:42 10:45 run on a Saturday supplemental 16G - 10:50 10:55 10:59 11:03 11:05 11:09 11:12 11:15 schedule. On these holidays, all Saturday trips will operate. Page 8 of 10 B-53 16G,H,K Columbia Heights West - Pentagon City Line

Eastbound To Pentagon/Pentagon City stations Sunday — En domingo

Carlin Springs Rd. Greenbrier Columbia Columbia Columbia PENTA- PENTA- & Colum- St. & 8th Pike & Pike & Pike & Columbia GON CITY GON Route bia Pike Rd. Dinwiddie Buchanan George Walter Pike & Number ✱ ✱ & 9th Sts. St. Mason Dr. Reed Dr. Orme St. AM Service — Servicio matutino 16K 5:51 5:54 5:56 5:57 5:59 6:02 6:05 - 6:10 16K 6:21 6:24 6:26 6:27 6:29 6:32 6:35 - 6:40 16K - - 6:56 6:57 6:59 7:02 7:05 - 7:10 16G - - 7:20 7:21 7:23 7:26 7:29 7:39 - 16G - - 7:50 7:51 7:53 7:56 7:59 8:09 - 16G - - 8:20 8:21 8:23 8:26 8:29 8:39 - 16G - - 8:48 8:49 8:51 8:55 8:59 9:09 - 16G - - 9:18 9:19 9:21 9:25 9:29 9:39 - 16G - - 9:48 9:49 9:51 9:55 9:59 10:09 - 16G - - 10:18 10:19 10:21 10:25 10:29 10:39 - 16G - - 10:48 10:49 10:51 10:55 10:59 11:09 - 16G - - 11:17 11:18 11:20 11:25 11:29 11:41 - 16G - - 11:48 11:49 11:51 11:56 12:00 12:12 - PM Service — Servicio vespertino 16G - - 12:18 12:19 12:21 12:26 12:30 12:42 - 16G - - 12:48 12:49 12:51 12:56 1:00 1:12 - 16G - - 1:18 1:19 1:21 1:26 1:30 1:42 - 16G - - 1:48 1:49 1:51 1:56 2:00 2:12 - 16G - - 2:18 2:19 2:21 2:26 2:30 2:42 - 16G - - 2:48 2:49 2:51 2:56 3:00 3:12 - 16G - - 3:18 3:19 3:21 3:26 3:30 3:42 - 16G - - 3:48 3:49 3:51 3:56 4:00 4:12 - 16G - - 4:18 4:19 4:21 4:26 4:30 4:42 - 16G - - 4:48 4:49 4:51 4:56 5:00 5:12 - 16G - - 5:18 5:19 5:21 5:26 5:30 5:42 - 16G - - 5:49 5:50 5:52 5:56 6:00 6:12 - 16G - - 6:19 6:20 6:22 6:26 6:30 6:42 - 16G - - 6:49 6:50 6:52 6:56 7:00 7:12 - 16G - - 7:18 7:19 7:21 7:25 7:29 7:41 - 16G - - 7:47 7:48 7:50 7:54 7:58 8:10 - 16G - - 8:17 8:18 8:20 8:24 8:28 8:40 - 16G - - 8:48 8:49 8:50 8:54 8:58 9:10 - 16G - - 9:18 9:19 9:20 9:24 9:28 9:40 - 16G - - 9:54 9:55 9:56 10:00 10:04 10:14 - ✱ — After 6:21 AM see westbound schedule for trip times through Columbia Heights West.

Page 9 of 10 B-54 16G,H,K Columbia Heights West - Pentagon City Line

Westbound To Columbia Heights West Sunday — En domingo

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

Page 10 of 10 B-55 How to use this timetable Effective 6-25-17

➤ 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 23A,B,T travel. Along the top of the schedule, McLean-Crystal City Line 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. Serves these locations- ➤ If the bus stop is not listed, use the Brinda servicio a estas ubicaciones time shown for the bus stop before it as the time to wait at the stop. l Crysta l C ity (23A,B) ➤ The end-of-the-line or last stop is listed l P arkfairfax (23A,B) in ALL CAPS on the schedule. l Sh ir lingt on Transit Center l B uck i ngham Cómo Usar este Horario l Ballston C om mon ➤ Use este mapa para localizar las paradas más cercanas a donde se l Bal lston-MU station subirá y bajará del autobús. l Centra l McLean (23A,T) ➤ Seleccione el horario (Entre semana, l McLean stati on (23A,T) sábado, domingo) de cuando viajará. A lo largo de la parte superior del l Tysons Corner Cent er (23A,T) horario, localice la parada o el punto más cercano a la parada en la que se subirá al autobús. Siga esa columna hacia abajo hasta la hora en la que desee salir. ➤ Utilice el mismo método para localizar las horas en que el autobús está programado para llegar a la parada en donde desea bajarse del autobús. ➤ Si la parada del autobús no está listada use la hora que se muestra en la parada anterior como la hora de espera en la parada. ➤ El final de la ruta o la última parada del autobús aparece en letras MAYÚSCULAS en el horario.

Washington Metropolitan Area Transit Authority

A District of Columbia, Maryland and Virginia Transit Partnership Page 1 of 10 B-56 For route and schedule information 23A,B,T Call 202-637-7000 McLean-Crystal City Line www.wmata.com

BRANCHJONES DR Legend — Metrorail Station — Terminal Stands

GALLERIA DRMcLEAN STATION

INTERNATIONAL DR LEESBURG PIKE McLEAN 23A,T SHOPTYSONSDR COLSHIRE DOLLEY MADISION BLVD FASHION BLVD BLVD

TYSONS (RT 123) CORNER CENTER 23A,T

CH A GREAT FALLS ST IN BR IDG E RD CORNER LA

KIRBY RD

Guaranteed Ride Home When you take Metrobus or Metrorail to work, you are eligible to participate in the free Commuter 23A, 23T Connection Guaranteed Ride Home Program. The program will get you home in the event of a personal emergency or unscheduled overtime. To register and to receive program details, call Commuter Connection at 1-800-745-RIDE. DR DOMINION OLD (2/97)

LEE HWY (RT 29) (RT 120)

GLEBE RD

WASHINGTON BLVD

FAIRFAX DR BALLSTON-MU STUART ST STATION WILSON BLVD 23A,B, T

ST RANDOLPH

ARLINGTON BLVD (RT 50) N. GLEBE RD N.

23A,B, T

COLUMBIA PIKE (RT 244)

L S. GLEBE RD I WALTER REED DR N

I L L

D KENMORE ST RANDOLPH ST R D

I-395 R W E

QUINCY ST SHIRLINGTON RD G .

G I

L R 23A,B SHIRLINGTON E N CRYSTAL G 23A,B O TRANSIT U MAR B T E CITY 23A,B, T N G CENTER C T S U H N

I T S

L 18th ST

O T A HAYES ST

R 23rd ST N R

I D S. GLEBE RD BELL ST

R S D SHIRLINGTON D R

Westbound to Ballston/Tysons Corner Center Monday thru Friday — Lunes a viernes Bell & 18th Sts. Arlington S. Glebe N. Old Old 23rd & Hayes 23rd Ridge Rd. Glebe Dominion Dominion (Crystal BALLSTON- Sts. E/B & & Shirling- & Rd. & Dr. & Dr. & Tysons City) MU McLean Route (Linden Fern S. Glebe ton Transit Columbia Lee Kirby Corner Corner Number Resources) Sts. Rds. Center Pike Hwy. Rd. La. Center 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 - - - - -

Page 3 of 10 B-58 23A,B,T McLean-Crystal City Line Westbound to Ballston/Tysons Corner Center Monday thru Friday — Lunes a viernes

Bell & 18th Sts. Arlington S. Glebe N. Old Old 23rd & Hayes 23rd Ridge Rd. Glebe Dominion Dominion (Crystal BALLSTON- Sts. E/B & & Shirling- & Rd. & Dr. & Dr. & Tysons City) MU McLean Route (Linden Fern S. Glebe ton Transit Columbia Lee Kirby Corner Corner Number Resources) Sts. Rds. Center Pike Hwy. Rd. La. Center PM Service — Servicio vespertino 23T - - - - 12:18 12:29 12:40 12:48 12:55 12:59 1:07 1:12 23B 12:15 - 12:20 12:24 12:33 12:44 12:55 - - - - - 23T - - - - 12:48 12:59 1:10 1:18 1:25 1:29 1:37 1:42 23B 12:45 - 12:50 12:54 1:03 1:14 1:25 - - - - - 23T - - - - 1:18 1:29 1:40 1:48 1:55 1:59 2:07 2:12 23B 1:15 - 1:20 1:24 1:33 1:44 1:55 - - - - - 23T - - - - 1:48 1:59 2:10 2:18 2:25 2:29 2:37 2:42 23B 1:45 - 1:50 1:54 2:04 2:15 2:27 - - - - - 23T - - - - 2:19 2:30 2:42 2:50 2:57 3:02 3:10 3:15 23B 2:15 - 2:20 2:24 2:34 2:45 2:57 - - - - - 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 - - - - ❍ — Trip operates Friday only. Los autobuses funcionan solamente el viernes.

Page 4 of 10 B-59 23A,B,T McLean-Crystal City Line

Eastbound To Shirlington/Crystal City Monday thru Friday — Lunes a viernes Old Old N. S. Glebe Arlington Bell & 18th Sts. Dominion Dominion Glebe BALLSTON- Rd. Ridge 23rd (CRYSTAL Tysons Dr. & Dr. & Rd. & MU & Shirlington & & CITY) McLean Route Corner Corner Kirby Lee Columbia Transit S. Glebe Fern Number Center La. Rd. Hwy. Pike Center Rds. Sts. 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 - - -

Page 5 of 10 B-60 23A,B,T McLean-Crystal City Line

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

Old Old N. S. Glebe Arlington Bell & 18th Sts. Dominion Dominion Glebe BALLSTON- Rd. Ridge 23rd (CRYSTAL Tysons Dr. & Dr. & Rd. & MU & Shirlington & & CITY) McLean Route Corner Corner Kirby Lee Columbia Transit S. Glebe Fern Number Center La. Rd. Hwy. Pike Center Rds. Sts. 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 ❍ — Trip operates Friday only. Los autobuses funcionan solamente el viernes.

Page 6 of 10 B-61 23A,B,T Westbound to Ballston/Tysons Corner Center McLean-Crystal City Line Saturday — En sábados Bell & 18th Sts. Arlington S. Glebe N. Old Old (Crystal 23rd Ridge Rd. Ballston- Glebe Dominion Dominion City) & & Shirling- & MU Rd. & Dr. & Dr. & Tysons McLean Route Fern S. Glebe ton Transit Columbia Lee Kirby Corner Corner Number Sts. Rds. Center Pike Hwy. Rd. La. Center AM Service — Servicio matutino 23A 5:45 5:47 5:50 5:59 6:07 6:18 6:23 6:29 6:33 6:39 6:44 23A 6:15 6:17 6:20 6:29 6:37 6:48 6:53 6:59 7:03 7:09 7:14 23A 6:45 6:48 6:52 7:01 7:10 7:22 7:27 7:33 7:37 7:45 7:50 23A 7:15 7:18 7:22 7:31 7:40 7:52 7:57 8:03 8:07 8:15 8:20 23B 7:45 7:48 7:52 8:01 8:10 8:22 - - - - - 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 - - - - Page 7 of 10 B-62 23A,B,T McLean-Crystal City Line Eastbound to Shirlington/Crystal City Saturday — En sábados Old Old N. S. Glebe Arlington Bell & 18th Sts. Dominion Dominion Glebe Ballston- Rd. Ridge 23rd (CRYSTAL Tysons Dr. & Dr. & Rd. & MU & Shirling- & & CITY) McLean Route Corner Corner Kirby Lee Columbia ton S. Glebe Fern Number Center La. Rd. Hwy. Pike Transit Center Rds. Sts. 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 Page 8 of 10 B-63 23A,B,T McLean-Crystal City Line

Westbound to Ballston/Tysons Corner Center Sunday — En domingo Bell & 18th Sts. Arlington S. Glebe N. Old Old (Crystal 23rd Ridge Rd. Ballston- Glebe Dominion Dominion City) & & Shirling- & MU Rd. & Dr. & Dr. & Tysons McLean Route Fern S. Glebe ton Transit Columbia Lee Kirby Corner Corner Number Sts. Rds. Center Pike Hwy. Rd. La. Center AM Service — Servicio matutino 23A 6:25 6:27 6:30 6:38 6:47 6:58 7:04 7:10 7:14 7:21 7:25 23A 7:25 7:27 7:30 7:38 7:47 7:58 8:04 8:10 8:14 8:21 8:25 23B 7:55 7:57 8:00 8:08 8:17 8:28 - - - - - 23T - - - 8:42 8:52 9:02 9:09 9:16 9:20 9:27 9:31 23B 8:55 9:00 9:04 9:12 9:22 9:32 - - - - - 23T - - - 9:42 9:52 10:02 10:09 10:16 10:20 10:27 10:31 23B 9:55 10:00 10:04 10:12 10:22 10:32 - - - - - 23T - - - 10:43 10:53 11:03 11:10 11:17 11:22 11:29 11:35 23B 10:55 11:00 11:04 11:13 11:23 11:33 - - - - - 23T - - - 11:43 11:53 12:03 12:10 12:17 12:22 12:29 12:35 23B 11:55 12:00 12:04 12:13 12:23 12:33 - - - - - PM Service — Servicio vespertino 23T - - - 12:43 12:53 1:03 1:10 1:17 1:22 1:29 1:35 23B 12:55 1:00 1:04 1:13 1:23 1:33 - - - - - 23T - - - 1:43 1:53 2:03 2:10 2:17 2:22 2:29 2:35 23B 1:55 2:00 2:04 2:13 2:23 2:33 - - - - - 23T - - - 2:43 2:53 3:03 3:10 3:17 3:22 3:29 3:35 23B 2:55 3:00 3:04 3:13 3:23 3:33 - - - - - 23T - - - 3:43 3:53 4:03 4:10 4:17 4:22 4:29 4:35 23B 3:55 4:00 4:04 4:13 4:23 4:33 - - - - - 23T - - - 4:44 4:54 5:04 5:11 5:18 5:22 5:30 5:35 23B 4:55 5:01 5:05 5:14 5:24 5:34 - - - - - 23T - - - 5:44 5:54 6:04 6:11 6:18 6:22 6:30 6:35 23B 5:55 6:01 6:05 6:14 6:24 6:34 - - - - - 23T - - - 6:44 6:54 7:04 7:11 7:18 7:22 7:30 7:35 23B 6:55 7:01 7:05 7:14 7:24 7:34 - - - - - 23T - - - 7:44 7:54 8:04 8:11 8:18 8:22 8:30 8:35 23B 7:55 8:01 8:05 8:14 8:24 8:34 - - - - - 23A 8:25 8:31 8:35 8:44 8:54 9:04 9:11 9:18 9:22 9:30 9:35 23A 9:25 9:30 9:34 9:41 9:51 10:01 10:08 10:15 10:19 10:25 10:30 23A 10:25 10:30 10:34 10:41 10:51 11:01 11:08 11:15 11:19 11:25 11:30

Page 9 of 10 B-64 23A,B,T McLean-Crystal City Line

Eastbound to Shirlington/Crystal City Sunday — En domingo

th Old Old N. S. Glebe Arlington Bell & 18 Dominion Dominion Glebe Ballston- Rd. Ridge 23rd Sts. Tysons Dr. & Dr. & Rd. & MU & Shirling- & & (CRYSTAL McLean Route Corner Corner Kirby Lee Columbia ton S. Glebe Fern CITY) Number Center La. Rd. Hwy. Pike Transit Center Rds. Sts. AM Service — Servicio matutino 23A 5:45 5:50 5:55 5:58 6:04 6:09 6:19 6:26 6:36 6:40 6:45 23A 6:45 6:50 6:55 6:58 7:04 7:09 7:19 7:26 7:36 7:40 7:45 23A 7:45 7:50 7:55 7:58 8:04 8:09 8:19 8:26 8:36 8:40 8:45 23B - - - - - 8:42 8:54 9:03 9:14 9:18 9:23 23T 8:45 8:50 8:57 9:00 9:06 9:12 9:24 9:33 - - - 23B - - - - - 9:42 9:54 10:03 10:14 10:18 10:23 23T 9:45 9:50 9:57 10:00 10:06 10:12 10:24 10:33 - - - 23B - - - - - 10:42 10:54 11:03 11:14 11:18 11:23 23T 10:45 10:50 10:57 11:00 11:06 11:12 11:24 11:33 - - - 23B - - - - - 11:44 11:58 12:07 12:18 12:22 12:27 23T 11:45 11:51 11:57 12:01 12:08 12:14 12:28 12:37 - - - PM Service — Servicio vespertino 23B - - - - - 12:44 12:58 1:07 1:18 1:22 1:27 23T 12:45 12:51 12:57 1:01 1:08 1:14 1:28 1:37 - - - 23B - - - - - 1:44 1:58 2:07 2:18 2:22 2:27 23T 1:45 1:51 1:57 2:01 2:08 2:14 2:28 2:37 - - - 23B - - - - - 2:44 2:58 3:07 3:18 3:22 3:27 23T 2:45 2:51 2:57 3:01 3:08 3:14 3:28 3:37 - - - 23B - - - - - 3:44 3:58 4:07 4:18 4:22 4:27 23T 3:45 3:51 3:57 4:01 4:08 4:14 4:28 4:37 - - - 23B - - - - - 4:44 4:58 5:07 5:18 5:22 5:27 23T 4:45 4:51 4:57 5:01 5:08 5:14 5:28 5:37 - - - 23B - - - - - 5:44 5:58 6:07 6:18 6:22 6:27 23T 5:45 5:51 5:57 6:01 6:08 6:14 6:28 6:37 - - - 23B - - - - - 6:44 6:55 7:03 7:13 7:17 7:22 23T 6:45 6:51 6:58 7:01 7:08 7:14 7:25 7:33 - - - 23B - - - - - 7:44 7:55 8:03 8:13 8:17 8:22 23T 7:45 7:51 7:58 8:01 8:08 8:14 8:25 8:33 - - - 23B - - - - - 8:44 8:55 9:03 9:13 9:17 9:22 23A 8:45 8:51 8:58 9:01 9:08 9:14 9:25 9:33 9:43 9:47 9:52 23A 9:45 9:51 9:58 10:01 10:08 10:14 10:25 10:33 10:43 10:47 10:52 23A 10:45 10:50 10:55 10:58 11:03 11:08 11:17 11:24 11:33 11:37 11:42 After Midnight Service — Servicio después de la medianoche 23A 12:00 12:05 12:10 12:13 12:18 12:23 12:32 12:39 12:48 12:52 12:57

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B-68 chrome-extension://nlipoenfbbikpbjkfpfillcgkoblgpmj/edit.html 3/3 Westmont Shopping Center December 14, 2018

APPENDIX C PEAK HOUR VEHICULAR, PEDESTRIAN, & BICYCLE COUNTS

Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - All Vehicles

PROJECT: Westmont Shopping Center DATE: 9/14/2017 SOUTHBOUND ROAD: South Glebe Road - 120 W+A JOB NO: 7298DAY: ThursdayNORTHBOUND ROAD: South Glebe Road - 120 INTERSECTION: S.Glebe Rd. & 7th Street S.WEATHER: clearWESTBOUND ROAD: 7th Street South LOCATION: Arlington County,VACOUNTED BY: Amela & TeutaEASTBOUND ROAD: 7th Street South INPUTED BY: agan Southbound Westbound Northbound Eastbound North East Time South Glebe Road - 120 7th Street South South Glebe Road - 120 7th Street South && Total Period Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West AM 15 Minute Volumes 7:00 AM-7:15 AM21019112 3159 53461352 3982046429493 7:15 AM - 7:30 AM 5 132 15 152 24 2 2 28 11 375 1 387 2 14 34 50 539 78 617 7:30 AM - 7:45 AM 5 172 20 197 19 7 1 27 13 392 0 405 2 29 58 89 602 116 718 7:45 AM - 8:00 AM 6 198 24 228 29 11 0 40 20 383 3 406 3 39 42 84 634 124 758 8:00 AM - 8:15 AM 7 169 13 189 17 12 3 32 27 357 0 384 2 46 30 78 573 110 683 8:15 AM - 8:30 AM 3 172 9 184 10 8 1 19 26 362 1 389 1 36 26 63 573 82 655 8:30 AM - 8:45 AM 4 166 12 182 16 3 2 21 28 323 2 353 2 21 22 45 535 66 601 8:45 AM - 9:00 AM 10 180 12 202 14 3 3 20 26 353 2 381 4 12 20 36 583 56 639 9:00 AM - 9:15 AM 5 151 8 164 17 6 10 33 9 315 1 325 2 10 16 28 489 61 550 9:15 AM - 9:30 AM 0 152 4 156 10 7 2 19 7 318 4 329 2 4 12 18 485 37 522 9:30 AM - 9:45 AM 5 168 8 181 17 4 1 22 7 315 1 323 0 10 11 21 504 43 547 9:45 AM - 10:00 AM 5 161 9 175 6 2 2 10 0 282 0 282 2 5 12 19 457 29 486 Total 57 1922 143 2122 182 66 32 280 179 4121 16 4316 25 235 291 551 6438 831 7269 AM One Hour Volumes 7:00 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 2586 7:15 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 2776 7:30 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 2814 7:45 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 2697 8:00 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 2578 8:15 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 2445 8:30 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 2312 8:45 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 2258 9:00 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 2105 PM 15 Minute Volumes 4:00 PM - 4:15 PM 6 253 13 272 13 9 7 29 3 164 1 168 1 4 9 14 440 43 483 4:15 PM - 4:30 PM 9 303 12 324 9 14 5 28 5 199 1 205 0 11 12 23 529 51 580 4:30 PM - 4:45 PM 4 301 9 314 11 21 5 37 5 199 0 204 2 3 8 13 518 50 568 4:45 PM - 5:00 PM 8 320 6 334 10 12 10 32 12 187 3 202 0 5 11 16 536 48 584 5:00 PM - 5:15 PM 11 309 12 332 15 23 5 43 7 205 1 213 1 3 8 12 545 55 600 5:15 PM - 5:30 PM 10 277 16 303 12 20 4 36 5 208 1 214 1 13 9 23 517 59 576 5:30 PM - 5:45 PM 9 312 17 338 13 19 8 40 6 236 1 243 5 8 12 25 581 65 646 5:45 PM - 6:00 PM 12 307 11 330 15 25 3 43 12 242 3 257 2 9 12 23 587 66 653 6:00 PM - 6:15 PM 12 233 11 256 13 17 4 34 10 197 1 208 1 10 4 15 464 49 513 6:15 PM - 6:30 PM 4 265 17 286 9 6 7 22 16 193 0 209 2 12 10 24 495 46 541 6:30 PM - 6:45 PM 3 236 13 252 9 13 6 28 11 204 2 217 2 6 9 17 469 45 514 6:45 PM-7:00 PM523292461013326171851203 1269 44935484 Total 93 3348 146 3587 139 192 67 398 109 2419 15 2543 18 86 110 214 6130 612 6742 PM One Hour Volumes 4:00 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 2215 4:15 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 2332 4:30 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 2328 4:45 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 2406 5:00 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 2475 5:15 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 2388 5:30 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 2353 5:45 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 2221 6:00 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

C-1 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - Bicycles

C-2 Wells + Associates, Inc. McLean, Virginia

Pedestrian Volume Survey

PROJECT: Westmont Shopping Center W+A JOB NO: 7298 South Glebe Road - 120 INTERSECTION: S.Glebe Rd. & 7th Street S. 1 LOCATION: Arlington County,VA 2 DATE: 9/14/2017 84 DAY: Thursday 73North WEATHER: clear 5 7th Street South 7th Street South COUNTED BY: Amela 6 INPUTED BY: agan South Glebe Road - 120

Time Movement Period 123456781 + 23 + 45 + 67+ 8Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 13 7:15 AM - 7:30 AM 211 7:30 AM - 7:45 AM 321 7:45 AM - 8:00 AM 251 8:00 AM - 8:15 AM 332 8:15 AM - 8:30 AM 121 8:30 AM - 8:45 AM 12 333 8:45 AM - 9:00 AM 23 43 9:00 AM - 9:15 AM 13411 9:15 AM - 9:30 AM 8632 9:30 AM - 9:45 AM 2 9:45 AM - 10:00 AM 2232 Total 3 6 10 4 20 24 20 11 AM One Hour Volumes 7:00 AM-8:00 AM00440761087722 7:15 AM-8:15 AM0034010630710926 7:30 AM-8:30 AM1032210621512826 7:45 AM-8:45 AM22022118542131332 8:00 AM-9:00 AM2430697563151236 8:15 AM-9:15 AM3460106547616938 8:30 AM-9:30 AM246016127666281353 8:45 AM-9:45 AM1460169435625743 9:00 AM-10:00 AM12301487533221240 PM 15 Minute Volumes 4:00 PM - 4:15 PM 22 4:15 PM - 4:30 PM 1 12334 4:30 PM - 4:45 PM 13443 4:45 PM - 5:00 PM 1453 5:00 PM - 5:15 PM 222 5:15 PM - 5:30 PM 411 12 5:30 PM - 5:45 PM 421 5:45 PM - 6:00 PM 5 1432 6:00 PM - 6:15 PM 4 5241 6:15 PM - 6:30 PM 123 6312 6:30 PM - 6:45 PM 214 7244 6:45 PM - 7:00 PM 3 5312 Total 4 3 26 3 38 28 27 26 PM One Hour Volumes 4:00 PM-5:00 PM101291491013231946 4:15 PM-5:15 PM103291291215212148 4:30 PM-5:30 PM00728971009171743 4:45 PM-5:45 PM0071955808141335 5:00 PM-6:00 PM001116487012101537 5:15 PM - 6:15 PM 0 0 13 1 11 6 10 6 0 14 17 16 47 5:30 PM - 6:30 PM 1 2 12 0 16 9 10 6 3 12 25 16 56 5:45 PM - 6:45 PM 3 3 16 0 19 11 12 9 6 16 30 21 73 6:00 PM - 7:00 PM 3 3 14 0 23 10 10 9 6 14 33 19 72

C-3 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - All Vehicles

PROJECT: Westmont Shopping Center DATE: 11/1/2017 SOUTHBOUND ROAD: S Glebe Rd W+A JOB NO: 7298DAY: WednesdayNORTHBOUND ROAD: S Glebe Rd INTERSECTION: S Glebe Rd & 9th Street SWEATHER: clearWESTBOUND ROAD: 9th Street S LOCATION: ArlingtonCOUNTED BY: LauraEASTBOUND ROAD: 9th Street S INPUTED BY: Jose Southbound Westbound Northbound Eastbound North East Time S Glebe Rd 9th Street S S Glebe Rd 9th Street S && Total Period Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West AM 15 Minute Volumes 7:00 AM-7:15 AM2024 7029 1001 3025 51419 7:15 AM-7:30 AM2013 4149 0000 5027 31619 7:30 AM-7:45 AM3014 7209 2013 21912 72128 7:45 AM-8:00 AM5005 3014 1012 41510 71421 8:00 AM-8:15 AM4015 5117 6006 611017112435 8:15 AM-8:30 AM2024 2035 2002 1337 61218 8:30 AM-8:45 AM1034 3036 3025 2057 91322 8:45 AM-9:00 AM3003 4138 0033 1056 61420 9:00 AM-9:15 AM4015 1001 2024 4037 98 17 9:15 AM-9:30 AM3014 3115 0011 2002 57 12 9:30 AM-9:45 AM2013 4138 1001 1023 41115 9:45 AM-10:00 AM2013 1203 1034 1078 71118 Total 33 0 14 47 44 9 21 74 19 0 13 32 32 6 53 91 79 165 244 AM One Hour Volumes 7:00 AM-8:00 AM1204160.802137310.8640260.5014218340.71226587 7:15 AM - 8:15 AM 14 0 3 17 0.85 19 4 6 29 0.81 9 0 2 11 0.46 17 3 26 46 0.68 28 75 103 7:30 AM - 8:30 AM 14 0 4 18 0.90 17 3 5 25 0.69 11 0 2 13 0.54 13 6 27 46 0.68 31 71 102 7:45 AM - 8:45 AM 12 0 6 18 0.90 13 1 8 22 0.79 12 0 3 15 0.63 13 5 23 41 0.60 33 63 96 8:00 AM - 9:00 AM 10 0 6 16 0.80 14 2 10 26 0.81 11 0 5 16 0.67 10 4 23 37 0.54 32 63 95 8:15 AM - 9:15 AM 10 0 6 16 0.80 10 1 9 20 0.63 7 0 7 14 0.70 8 3 16 27 0.96 30 47 77 8:30 AM - 9:30 AM 11 0 5 16 0.80 11 2 7 20 0.63 5 0 8 13 0.65 9 0 13 22 0.79 29 42 71 8:45 AM-9:45 AM1203150.751237220.6930690.568010180.64244064 9:00 AM - 10:00 AM 11 0 4 15 0.75 9 4 4 17 0.53 4 0 6 10 0.63 8 0 12 20 0.63 25 37 62 PM 15 Minute Volumes 4:00 PM-4:15 PM4048 74112 2013 2013 111526 4:15 PM-4:30 PM5005 3126 1045 3036 101222 4:30 PM-4:45 PM130114 1315 3036 1023 20828 4:45 PM-5:00 PM110213 4004 1067 0022 20626 5:00 PM-5:15 PM110112 82313 2046 5038 182139 5:15 PM-5:30 PM7018 23611 3003 1012 111324 5:30 PM-5:45 PM6028 44210 0011 1034 91423 5:45 PM-6:00 PM90110 44210 3025 1045 151530 6:00 PM-6:15 PM140115 4127 4037 1102 22931 6:15 PM-6:30 PM2013 4239 1034 2035 71421 6:30 PM-6:45 PM4015 53210 2057 2024 121426 6:45 PM-7:00 PM6017 2136 2002 1045 91120 Total 92 0 16 108 48 28 27 103 24 0 32 56 20 1 28 49 164 152 316 PM One Hour Volumes 4:00 PM - 5:00 PM 33 0 7 40 0.71 15 8 4 27 0.56 7 0 14 21 0.75 6 0 8 14 0.58 61 41 102 4:15 PM - 5:15 PM 40 0 4 44 0.79 16 6 6 28 0.54 7 0 17 24 0.86 9 0 10 19 0.59 68 47 115 4:30 PM - 5:30 PM 42 0 5 47 0.84 15 8 10 33 0.63 9 0 13 22 0.79 7 0 8 15 0.47 69 48 117 4:45 PM - 5:45 PM 35 0 6 41 0.79 18 9 11 38 0.73 6 0 11 17 0.61 7 0 9 16 0.50 58 54 112 5:00 PM - 6:00 PM 33 0 5 38 0.79 18 13 13 44 0.85 8 0 7 15 0.63 8 0 11 19 0.59 53 63 116 5:15 PM - 6:15 PM 36 0 5 41 0.68 14 12 12 38 0.86 10 0 6 16 0.57 4 1 8 13 0.65 57 51 108 5:30 PM - 6:30 PM 31 0 5 36 0.60 16 11 9 36 0.90 8 0 9 17 0.61 5 1 10 16 0.80 53 52 105 5:45 PM - 6:45 PM 29 0 4 33 0.55 17 10 9 36 0.90 10 0 13 23 0.82 6 1 9 16 0.80 56 52 108 6:00 PM - 7:00 PM 26 0 4 30 0.50 15 7 10 32 0.80 9 0 11 20 0.71 6 1 9 16 0.80 50 48 98

C-4 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - Bicycles

C-5 Wells + Associates, Inc. McLean, Virginia

Pedestrian Volume Survey

PROJECT: Westmont Shopping Center W+A JOB NO: 7298 S Glebe Rd INTERSECTION: S Glebe Rd & 9th Street S 1 LOCATION: Arlington 2 DATE: 11/1/2017 84 DAY: Wednesday 73North

WEATHER: clear 9th Street S 5 9th Street S COUNTED BY: Laura 6 INPUTED BY: Jose S Glebe Rd

Time Movement Period 123456781 + 23 + 45 + 67+ 8Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 2 7:15 AM - 7:30 AM 1 311 7:30 AM - 7:45 AM 11 11 7:45 AM - 8:00 AM 21 8:00 AM - 8:15 AM 41 8:15 AM - 8:30 AM 11 8:30 AM - 8:45 AM 1 8:45 AM - 9:00 AM 1 9:00 AM - 9:15 AM 131 9:15 AM - 9:30 AM 212 9:30 AM - 9:45 AM 21 3 9:45 AM - 10:00 AM Total 007112479 AM One Hour Volumes 7:00 AM-8:00 AM00161322074415 7:15 AM-8:15 AM00541422095418 7:30 AM-8:30 AM00531122082414 7:45 AM-8:45 AM00431111072211 8:00 AM-9:00 AM0042011106129 8:15 AM-9:15 AM0003004203069 8:30 AM-9:30 AM00050043050712 8:45 AM-9:45 AM002410460611017 9:00 AM-10:00 AM002310460511016 PM 15 Minute Volumes 4:00 PM - 4:15 PM 11 4:15 PM - 4:30 PM 11 1 4:30 PM - 4:45 PM 112 4:45 PM - 5:00 PM 11 5:00 PM - 5:15 PM 21 5:15 PM - 5:30 PM 111 5:30 PM - 5:45 PM 21 1 5:45 PM - 6:00 PM 6211 6:00 PM - 6:15 PM 21 2 6:15 PM - 6:30 PM 11 11 6:30 PM - 6:45 PM 22 6:45 PM - 7:00 PM 36 11 Total 0017183269 PM One Hour Volumes 4:00 PM-5:00 PM00230024050611 4:15 PM-5:15 PM00430023070512 4:30 PM-5:30 PM00420033060612 4:45 PM-5:45 PM00341031071412 5:00 PM-6:00 PM009511220142420 5:15 PM-6:15 PM009511240142622 5:30 PM-6:30 PM009612230153523 5:45 PM-6:45 PM009622130154423 6:00 PM-7:00 PM0061021230163524

C-6 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - All Vehicles

PROJECT: Westmont Shopping Center DATE: 11/1/2017 SOUTHBOUND ROAD: S Highland St W+A JOB NO: 7298DAY: WednesdayNORTHBOUND ROAD: S Highland St INTERSECTION: S Highland St & 9th Street SWEATHER: clearWESTBOUND ROAD: 9th Street S LOCATION: ArlingtonCOUNTED BY: VictorEASTBOUND ROAD: 9th Street S INPUTED BY: Jose Southbound Westbound Northbound Eastbound North East Time S Highland St 9th Street S S Highland St 9th Street S && Total Period Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West AM 15 Minute Volumes 7:00 AM-7:15 AM0011 2316 48214 0314 151025 7:15 AM-7:30 AM1517 3429 415322 2305 291443 7:30 AM-7:45 AM210113 4127 632442 2114 551166 7:45 AM-8:00 AM014115 2136 537446 3216 611273 8:00 AM-8:15 AM213217 1269 1031142 0213 591271 8:15 AM-8:30 AM2406 1045 626133 1124 39948 8:30 AM-8:45 AM26210 82313 718429 0437 392059 8:45 AM - 9:00 AM 4 20 12 36 13 5 3 21 6 28 5 39 4 6 6 16 75 37 112 9:00 AM-9:15 AM216119 2057 911323 5207 421456 9:15 AM-9:30 AM0303 0336 46010 0112 13821 9:30 AM-9:45 AM1719 52310 85114 3003 231336 9:45 AM-10:00 AM1528 0145 36413 1203 21829 Total 17 103 24 144 41 24 39 104 72 223 32 327 21 27 16 64 471 168 639 AM One Hour Volumes 7:00 AM - 8:00 AM 3 29 4 36 0.60 11 9 8 28 0.78 19 92 13 124 0.67 7 9 3 19 0.79 160 47 207 7:15 AM - 8:15 AM 5 42 5 52 0.76 10 8 13 31 0.86 25 115 12 152 0.83 7 8 3 18 0.75 204 49 253 7:30 AM - 8:30 AM 6 41 4 51 0.75 8 4 15 27 0.75 27 126 10 163 0.89 6 6 5 17 0.71 214 44 258 7:45 AM - 8:45 AM 6 37 5 48 0.71 12 5 16 33 0.63 28 112 10 150 0.82 4 9 7 20 0.71 198 53 251 8:00 AM - 9:00 AM 10 43 16 69 0.48 23 9 16 48 0.57 29 103 11 143 0.85 5 13 12 30 0.47 212 78 290 8:15 AM - 9:15 AM 10 46 15 71 0.49 24 7 15 46 0.55 28 83 13 124 0.79 10 13 11 34 0.53 195 80 275 8:30 AM - 9:30 AM 8 45 15 68 0.47 23 10 14 47 0.56 26 63 12 101 0.65 9 13 10 32 0.50 169 79 248 8:45 AM - 9:45 AM 7 46 14 67 0.47 20 10 14 44 0.52 27 50 9 86 0.55 12 9 7 28 0.44 153 72 225 9:00 AM - 10:00 AM 4 31 4 39 0.51 7 6 15 28 0.70 24 28 8 60 0.65 9 5 1 15 0.54 99 43 142 PM 15 Minute Volumes 4:00 PM-4:15 PM112114 181221 411217 4004 312556 4:15 PM-4:30 PM117119 16613 615122 0000 411354 4:30 PM-4:45 PM119323 1179 515424 2103 471259 4:45 PM-5:00 PM28212 03811 219122 1214 341549 5:00 PM-5:15 PM19010 121619 917329 2103 392261 5:15 PM-5:30 PM17210 3101225 918734 6017 443276 5:30 PM - 5:45 PM 0 10 0 10 1 3 9 13 5 10 4 19 6 4 1 11 29 24 53 5:45 PM-6:00 PM17513 05914 818329 3418 422264 6:00 PM-6:15 PM012113 2419251019534 2417 473279 6:15 PM-6:30 PM09211 291526 716225 2204 363066 6:30 PM-6:45 PM1438 4310171213429 1203 372057 6:45 PM-7:00 PM1618 451019 912627 0202 352156 Total 10 120 21 151 20 59 133 212 86 183 42 311 29 22 5 56 462 268 730 PM One Hour Volumes 4:00 PM - 5:00 PM 5 56 7 68 0.74 3 18 33 54 0.64 17 60 8 85 0.89 7 3 1 11 0.69 153 65 218 4:15 PM - 5:15 PM 5 53 6 64 0.70 3 12 37 52 0.68 22 66 9 97 0.84 5 4 1 10 0.63 161 62 223 4:30 PM - 5:30 PM 5 43 7 55 0.60 5 16 43 64 0.64 25 69 15 109 0.80 11 4 2 17 0.61 164 81 245 4:45 PM - 5:45 PM 4 34 4 42 0.88 5 18 45 68 0.68 25 64 15 104 0.76 15 7 3 25 0.57 146 93 239 5:00 PM - 6:00 PM 3 33 7 43 0.83 5 20 46 71 0.71 31 63 17 111 0.82 17 9 3 29 0.66 154 100 254 5:15 PM - 6:15 PM 2 36 8 46 0.88 6 22 49 77 0.77 32 65 19 116 0.85 17 12 4 33 0.75 162 110 272 5:30 PM - 6:30 PM 1 38 8 47 0.90 5 21 52 78 0.75 30 63 14 107 0.79 13 14 3 30 0.68 154 108 262 5:45 PM - 6:45 PM 2 32 11 45 0.87 8 21 53 82 0.79 37 66 14 117 0.86 8 12 2 22 0.69 162 104 266 6:00 PM - 7:00 PM 2 31 7 40 0.77 12 21 54 87 0.84 38 60 17 115 0.85 5 10 1 16 0.57 155 103 258

C-7 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - Bicycles

C-8 Wells + Associates, Inc. McLean, Virginia

Pedestrian Volume Survey

PROJECT: Westmont Shopping Center W+A JOB NO: 7298 S Highland St INTERSECTION: S Highland St & 9th Street S 1 LOCATION: Arlington 2 DATE: 11/1/2017 84 DAY: Wednesday 73North

WEATHER: clear 9th Street S 5 9th Street S COUNTED BY: Victor 6 INPUTED BY: Jose S Highland St

Time Movement Period 123456781 + 23 + 45 + 67+ 8Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 56 1 7:30 AM - 7:45 AM 10 1 2 5 7:45 AM - 8:00 AM 18 1 8:00 AM - 8:15 AM 1 131 12 8:15 AM - 8:30 AM 16 22 8:30 AM - 8:45 AM 2221 8:45 AM - 9:00 AM 23 22 9:00 AM - 9:15 AM 11 11 9:15 AM - 9:30 AM 311 9:30 AM - 9:45 AM 12 11 9:45 AM - 10:00 AM 31 21 Total 4 45613312140 AM One Hour Volumes 7:00 AM-8:00 AM0123713501304540 7:15 AM-8:15 AM1136814702445758 7:30 AM-8:30 AM1237215903396957 7:45 AM-8:45 AM1429323405325446 8:00 AM-9:00 AM3324315606276645 8:15 AM-9:15 AM2312315505156531 8:30 AM-9:30 AM229423304135325 8:45 AM-9:45 AM309214403115423 9:00 AM-10:00 AM109314301125321 PM 15 Minute Volumes 4:00 PM - 4:15 PM 225 2 4:15 PM - 4:30 PM 2153 3 4:30 PM - 4:45 PM 3642 4 4:45 PM - 5:00 PM 14511 5:00 PM - 5:15 PM 12231 3 5:15 PM - 5:30 PM 33 5:30 PM - 5:45 PM 122 3 5:45 PM - 6:00 PM 1122 6:00 PM - 6:15 PM 41 3 6:15 PM - 6:30 PM 1311 6:30 PM - 6:45 PM 421 6:45 PM - 7:00 PM 3112 Total 3 11 39 25 11 6 0 21 PM One Hour Volumes 4:00 PM-5:00 PM2717172101093431056 4:15 PM-5:15 PM37171531011103241157 4:30 PM-5:30 PM16151261087277849 4:45 PM-5:45 PM14111041075215738 5:00 PM-6:00 PM138552084137832 5:15 PM-6:15 PM0110342081136828 5:30 PM-6:30 PM0210422082144828 5:45 PM-6:45 PM0112243051147527 6:00 PM-7:00 PM0114343031177328

C-9 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - All Vehicles

PROJECT: Westmont Shopping Center DATE: 9/14/2017 SOUTHBOUND ROAD: South Monroe Street W+A JOB NO: 7298DAY: ThursdayNORTHBOUND ROAD: South Monroe Street INTERSECTION: Columbia Pike & S. Monroe St.WEATHER: clearWESTBOUND ROAD: Columbia Pike - 244 LOCATION: Arlington County,VACOUNTED BY: Gina & IrmaEASTBOUND ROAD: Columbia Pike - 244 INPUTED BY: agan Southbound Westbound Northbound Eastbound North East Time South Monroe Street Columbia Pike - 244 South Monroe Street Columbia Pike - 244 && Total Period Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West AM 15 Minute Volumes 7:00 AM-7:15 AM1203 068270189734 8249125837328365 7:15 AM - 7:30 AM 2 6 3 11 0 78 5 83 35 21 10 66 10 286 7 303 77 386 463 7:30 AM-7:45 AM2709 0108711527311674132951232083435518 7:45 AM - 8:00 AM 4 9 4 17 3 95 3 101 20 30 11 61 4 287 4 295 78 396 474 8:00 AM - 8:15 AM 3 6 1 10 3 94 3 100 34 25 14 73 14 327 4 345 83 445 528 8:15 AM - 8:30 AM 6 4 5 15 0 89 4 93 21 23 14 58 26 310 4 340 73 433 506 8:30 AM-8:45 AM0426 181183151884113298231347396443 8:45 AM-9:00 AM2349 3875951015133812205622347318365 9:00 AM-9:15 AM3205 110910120179113713192220742327369 9:15 AM-9:30 AM1304 27798812101133 9185219637284321 9:30 AM-9:45 AM6208 08919013492611156617334263297 9:45 AM - 10:00 AM 3 4 3 10 1 85 4 90 12 6 3 21 6 147 0 153 31 243 274 Total 33 52 22 107 14 1060 54 1128 234 201 127 562 139 2937 50 3126 669 4254 4923 AM One Hour Volumes 7:00 AM - 8:00 AM 9 24 7 40 0.59 3 349 17 369 0.80 100 91 44 235 0.79 35 1117 24 1176 0.92 275 1545 1820 7:15 AM - 8:15 AM 11 28 8 47 0.69 6 375 18 399 0.87 116 107 51 274 0.93 41 1195 27 1263 0.92 321 1662 1983 7:30 AM - 8:30 AM 15 26 10 51 0.75 6 386 17 409 0.89 102 109 55 266 0.90 57 1219 24 1300 0.94 317 1709 2026 7:45 AM - 8:45 AM 13 23 12 48 0.71 7 359 11 377 0.93 90 96 47 233 0.80 57 1222 14 1293 0.94 281 1670 1951 8:00 AM - 9:00 AM 11 17 12 40 0.67 7 351 13 371 0.93 80 81 49 210 0.72 65 1140 16 1221 0.88 250 1592 1842 8:15 AM - 9:15 AM 11 13 11 35 0.58 5 366 20 391 0.81 63 65 46 174 0.75 64 1005 14 1083 0.80 209 1474 1683 8:30 AM - 9:30 AM 6 12 6 24 0.67 7 354 25 386 0.80 54 52 43 149 0.91 47 880 12 939 0.75 173 1325 1498 8:45 AM - 9:45 AM 12 10 4 26 0.72 6 362 25 393 0.82 52 38 44 134 0.88 45 738 16 799 0.90 160 1192 1352 9:00 AM - 10:00 AM 13 11 3 27 0.68 4 360 24 388 0.81 54 29 34 117 0.79 39 680 10 729 0.88 144 1117 1261 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4 10 3 17 3 202 17 222 11 3 9 23 11 167 2 180 40 402 442 4:15 PM - 4:30 PM 8 19 4 31 1 220 12 233 13 3 18 34 16 153 2 171 65 404 469 4:30 PM - 4:45 PM 6 13 2 21 0 239 16 255 14 2 11 27 16 150 0 166 48 421 469 4:45 PM - 5:00 PM 5 21 2 28 1 230 23 254 12 3 12 27 20 155 1 176 55 430 485 5:00 PM - 5:15 PM 7 22 4 33 2 262 14 278 20 8 7 35 19 179 4 202 68 480 548 5:15 PM - 5:30 PM 10 16 5 31 3 246 11 260 12 5 10 27 19 150 1 170 58 430 488 5:30 PM - 5:45 PM 8 21 2 31 4 228 10 242 14 6 11 31 17 187 4 208 62 450 512 5:45 PM - 6:00 PM 12 25 5 42 2 221 14 237 21 5 11 37 14 182 3 199 79 436 515 6:00 PM - 6:15 PM 3 14 4 21 3 224 16 243 18 8 10 36 16 159 3 178 57 421 478 6:15 PM - 6:30 PM 5 11 4 20 4 226 18 248 10 9 11 30 8 167 1 176 50 424 474 6:30 PM - 6:45 PM 5 11 1 17 3 203 13 219 9 5 15 29 10 155 6 171 46 390 436 6:45 PM-7:00 PM1809 219419215157426 8174118335398433 Total 74 191 36 301 28 2695 183 2906 169 64 129 362 174 1978 28 2180 663 5086 5749 PM One Hour Volumes 4:00 PM - 5:00 PM 23 63 11 97 0.78 5 891 68 964 0.95 50 11 50 111 0.82 63 625 5 693 0.96 208 1657 1865 4:15 PM - 5:15 PM 26 75 12 113 0.86 4 951 65 1020 0.92 59 16 48 123 0.88 71 637 7 715 0.88 236 1735 1971 4:30 PM - 5:30 PM 28 72 13 113 0.86 6 977 64 1047 0.94 58 18 40 116 0.83 74 634 6 714 0.88 229 1761 1990 4:45 PM - 5:45 PM 30 80 13 123 0.93 10 966 58 1034 0.93 58 22 40 120 0.86 75 671 10 756 0.91 243 1790 2033 5:00 PM - 6:00 PM 37 84 16 137 0.82 11 957 49 1017 0.91 67 24 39 130 0.88 69 698 12 779 0.94 267 1796 2063 5:15 PM - 6:15 PM 33 76 16 125 0.74 12 919 51 982 0.94 65 24 42 131 0.89 66 678 11 755 0.91 256 1737 1993 5:30 PM - 6:30 PM 28 71 15 114 0.68 13 899 58 970 0.98 63 28 43 134 0.91 55 695 11 761 0.91 248 1731 1979 5:45 PM - 6:45 PM 25 61 14 100 0.60 12 874 61 947 0.95 58 27 47 132 0.89 48 663 13 724 0.91 232 1671 1903 6:00 PM - 7:00 PM 14 44 9 67 0.80 12 847 66 925 0.93 52 29 40 121 0.84 42 655 11 708 0.97 188 1633 1821

C-10 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - Bicycles

C-11 Wells + Associates, Inc. McLean, Virginia

Pedestrian Volume Survey

PROJECT: Westmont Shopping Center W+A JOB NO: 7298 South Monroe Street INTERSECTION: Columbia Pike & S. Monroe St. 1 LOCATION: Arlington County,VA 2 DATE: 9/14/2017 84 DAY: Thursday 73North WEATHER: clear 5

COUNTED BY: Gina Columbia Pike - 244 6 Columbia Pike - 244 INPUTED BY: agan South Monroe Street

Time Movement Period 123456781 + 23 + 45 + 67+ 8Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 21252 7:15 AM - 7:30 AM 232 7:30 AM - 7:45 AM 322 12 7:45 AM - 8:00 AM 53 2731 8:00 AM - 8:15 AM 1 2413 8:15 AM - 8:30 AM 32323332 8:30 AM - 8:45 AM 1 121 8:45 AM - 9:00 AM 13 232 9:00 AM - 9:15 AM 3 12233 9:15 AM - 9:30 AM 91322544 9:30 AM - 9:45 AM 51 9:45 AM - 10:00 AM 6212 21 Total 2920161219362010 AM One Hour Volumes 7:00 AM-8:00 AM57718165112824650 7:15 AM-8:15 AM677471431131121449 7:30 AM - 8:30 AM 7 9 10 6 7 15 6 3 16 16 22 9 63 7:45 AM-8:45 AM5786715731214221058 8:00 AM-9:00 AM655671162111118848 8:15 AM-9:15 AM853381095136181451 8:30 AM-9:30 AM14433712107186191760 8:45 AM-9:45 AM13933610107226161761 9:00 AM-10:00 AM188454997269131664 PM 15 Minute Volumes 4:00 PM - 4:15 PM 841291112 4:15 PM - 4:30 PM 1315374 4:30 PM - 4:45 PM 37188645 4:45 PM - 5:00 PM 155621724 5:00 PM - 5:15 PM 65323314 5:15 PM - 5:30 PM 73517954 5:30 PM - 5:45 PM 89243717 5:45 PM - 6:00 PM 1313297211 6:00 PM - 6:15 PM 76338716 6:15 PM - 6:30 PM 62816628 6:30 PM - 6:45 PM 93442212 6:45 PM - 7:00 PM 22143364 Total 8448403464614361 PM One Hour Volumes 4:00 PM - 5:00 PM 26 17 11 13 23 17 24 15 43 24 40 39 146 4:15 PM - 5:15 PM 24 18 13 13 17 19 14 17 42 26 36 31 135 4:30 PM - 5:30 PM 31 20 15 13 19 25 12 17 51 28 44 29 152 4:45 PM - 5:45 PM 36 22 16 9 14 26 9 19 58 25 40 28 151 5:00 PM - 6:00 PM 34 18 13 9 22 26 9 26 52 22 48 35 157 5:15 PM - 6:15 PM 35 19 13 10 27 30 9 28 54 23 57 37 171 5:30 PM - 6:30 PM 34 18 16 10 26 27 6 32 52 26 53 38 169 5:45 PM - 6:45 PM 35 12 18 10 25 22 6 27 47 28 47 33 155 6:00 PM - 7:00 PM 24 13 16 12 19 18 10 20 37 28 37 30 132

C-12 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - All Vehicles

PROJECT: Westmont Shopping Center DATE: 9/14/2017 SOUTHBOUND ROAD: South Glebe Road - 120 W+A JOB NO: 7298DAY: ThursdayNORTHBOUND ROAD: South Glebe Road - 120 INTERSECTION: Columbia Pike & S.Glebe Rd.WEATHER: clearWESTBOUND ROAD: Columbia Pike - 244 LOCATION: Arlington County,VACOUNTED BY: Muha,Laura & AmarEASTBOUND ROAD: Columbia Pike - 244 INPUTED BY: agan Southbound Westbound Northbound Eastbound North East Time South Glebe Road - 120 Columbia Pike - 244 South Glebe Road - 120 Columbia Pike - 244 && Total Period Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West AM 15 Minute Volumes 7:00 AM - 7:15 AM 6 82 15 103 40 47 7 94 7 279 33 319 24 225 38 287 422 381 803 7:15 AM - 7:30 AM 12 107 24 143 45 54 6 105 6 225 27 258 27 236 87 350 401 455 856 7:30 AM - 7:45 AM 21 135 22 178 47 78 10 135 8 256 11 275 27 256 81 364 453 499 952 7:45 AM - 8:00 AM 12 167 30 209 49 82 5 136 5 271 17 293 21 286 76 383 502 519 1021 8:00 AM - 8:15 AM 9 137 22 168 40 62 12 114 7 269 26 302 24 287 74 385 470 499 969 8:15 AM - 8:30 AM 18 135 30 183 46 72 6 124 6 273 21 300 27 285 68 380 483 504 987 8:30 AM - 8:45 AM 12 135 24 171 42 72 13 127 10 253 26 289 32 224 64 320 460 447 907 8:45 AM - 9:00 AM 19 146 23 188 41 74 13 128 5 247 24 276 27 177 56 260 464 388 852 9:00 AM - 9:15 AM 25 133 13 171 33 76 16 125 4 262 33 299 32 179 42 253 470 378 848 9:15 AM - 9:30 AM 12 115 25 152 41 65 7 113 13 225 29 267 33 157 37 227 419 340 759 9:30 AM - 9:45 AM 18 127 25 170 52 73 17 142 10 232 30 272 33 130 31 194 442 336 778 9:45 AM - 10:00 AM 24 130 26 180 39 66 15 120 10 234 27 271 30 120 33 183 451 303 754 Total 188 1549 279 2016 515 821 127 1463 91 3026 304 3421 337 2562 687 3586 5437 5049 10486 AM One Hour Volumes 7:00 AM - 8:00 AM 51 491 91 633 0.76 181 261 28 470 0.86 26 1031 88 1145 0.90 99 1003 282 1384 0.90 1778 1854 3632 7:15 AM - 8:15 AM 54 546 98 698 0.83 181 276 33 490 0.90 26 1021 81 1128 0.93 99 1065 318 1482 0.96 1826 1972 3798 7:30 AM - 8:30 AM 60 574 104 738 0.88 182 294 33 509 0.94 26 1069 75 1170 0.97 99 1114 299 1512 0.98 1908 2021 3929 7:45 AM - 8:45 AM 51 574 106 731 0.87 177 288 36 501 0.92 28 1066 90 1184 0.98 104 1082 282 1468 0.95 1915 1969 3884 8:00 AM - 9:00 AM 58 553 99 710 0.94 169 280 44 493 0.96 28 1042 97 1167 0.97 110 973 262 1345 0.87 1877 1838 3715 8:15 AM - 9:15 AM 74 549 90 713 0.95 162 294 48 504 0.98 25 1035 104 1164 0.97 118 865 230 1213 0.80 1877 1717 3594 8:30 AM - 9:30 AM 68 529 85 682 0.91 157 287 49 493 0.96 32 987 112 1131 0.95 124 737 199 1060 0.83 1813 1553 3366 8:45 AM - 9:45 AM 74 521 86 681 0.91 167 288 53 508 0.89 32 966 116 1114 0.93 125 643 166 934 0.90 1795 1442 3237 9:00 AM - 10:00 AM 79 505 89 673 0.93 165 280 55 500 0.88 37 953 119 1109 0.93 128 586 143 857 0.85 1782 1357 3139 PM 15 Minute Volumes 4:00 PM - 4:15 PM 38 188 34 260 32 138 24 194 15 124 32 171 41 117 23 181 431 375 806 4:15 PM - 4:30 PM 32 224 27 283 24 173 21 218 10 148 39 197 30 117 34 181 480 399 879 4:30 PM - 4:45 PM 28 222 35 285 17 200 20 237 10 153 37 200 25 136 26 187 485 424 909 4:45 PM - 5:00 PM 31 237 35 303 20 188 15 223 11 164 36 211 28 136 26 190 514 413 927 5:00 PM - 5:15 PM 30 239 21 290 16 202 13 231 14 156 33 203 34 132 38 204 493 435 928 5:15 PM - 5:30 PM 22 224 24 270 28 205 22 255 9 156 37 202 34 129 21 184 472 439 911 5:30 PM - 5:45 PM 25 230 28 283 21 178 28 227 4 185 46 235 39 131 37 207 518 434 952 5:45 PM - 6:00 PM 17 231 29 277 18 183 25 226 8 186 62 256 44 146 35 225 533 451 984 6:00 PM - 6:15 PM 31 230 36 297 13 190 24 227 13 166 41 220 27 136 24 187 517 414 931 6:15 PM - 6:30 PM 25 204 35 264 21 177 14 212 14 139 37 190 32 125 36 193 454 405 859 6:30 PM - 6:45 PM 21 176 29 226 24 171 26 221 17 152 35 204 28 126 24 178 430 399 829 6:45 PM - 7:00 PM 31 177 30 238 36 165 18 219 14 118 55 187 35 140 25 200 425 419 844 Total 331 2582 363 3276 270 2170 250 2690 139 1847 490 2476 397 1571 349 2317 5752 5007 10759 PM One Hour Volumes 4:00 PM - 5:00 PM 129 871 131 1131 0.93 93 699 80 872 0.92 46 589 144 779 0.92 124 506 109 739 0.97 1910 1611 3521 4:15 PM - 5:15 PM 121 922 118 1161 0.96 77 763 69 909 0.96 45 621 145 811 0.96 117 521 124 762 0.93 1972 1671 3643 4:30 PM - 5:30 PM 111 922 115 1148 0.95 81 795 70 946 0.93 44 629 143 816 0.97 121 533 111 765 0.94 1964 1711 3675 4:45 PM - 5:45 PM 108 930 108 1146 0.95 85 773 78 936 0.92 38 661 152 851 0.91 135 528 122 785 0.95 1997 1721 3718 5:00 PM - 6:00 PM 94 924 102 1120 0.97 83 768 88 939 0.92 35 683 178 896 0.88 151 538 131 820 0.91 2016 1759 3775 5:15 PM - 6:15 PM 95 915 117 1127 0.95 80 756 99 935 0.92 34 693 186 913 0.89 144 542 117 803 0.89 2040 1738 3778 5:30 PM - 6:30 PM 98 895 128 1121 0.94 73 728 91 892 0.98 39 676 186 901 0.88 142 538 132 812 0.90 2022 1704 3726 5:45 PM - 6:45 PM 94 841 129 1064 0.90 76 721 89 886 0.98 52 643 175 870 0.85 131 533 119 783 0.87 1934 1669 3603 6:00 PM - 7:00 PM 108 787 130 1025 0.86 94 703 82 879 0.97 58 575 168 801 0.91 122 527 109 758 0.95 1826 1637 3463

C-13 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - Bicycles

C-14 Wells + Associates, Inc. McLean, Virginia

Pedestrian Volume Survey

PROJECT: Westmont Shopping Center W+A JOB NO: 7298 South Glebe Road - 120 INTERSECTION: Columbia Pike & S.Glebe Rd. 1 LOCATION: Arlington County,VA 2 DATE: 9/14/2017 84 DAY: Thursday 73North WEATHER: clear 5

COUNTED BY: LauraColumbia Pike - 244 6 Columbia Pike - 244 INPUTED BY: agan South Glebe Road - 120

Time Movement Period 123456781 + 23 + 45 + 67+ 8Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 1854 521 7:15 AM - 7:30 AM 1761633 7:30 AM - 7:45 AM 33762412 7:45 AM - 8:00 AM 214610342 8:00 AM - 8:15 AM 33434924 8:15 AM - 8:30 AM 3 2219 8:30 AM - 8:45 AM 3695 211 8:45 AM - 9:00 AM 257411413 9:00 AM - 9:15 AM 22632512 9:15 AM - 9:30 AM 2613 412 9:30 AM - 9:45 AM 3772 212 9:45 AM - 10:00 AM 123 234 Total 2557644816671920 AM One Hour Volumes 7:00 AM - 8:00 AM 6 26 25 26 6 19 8 6 32 51 25 14 122 7:15 AM - 8:15 AM 8 21 24 25 10 23 8 9 29 49 33 17 128 7:30 AM - 8:30 AM 11 20 19 21 10 26 5 6 31 40 36 11 118 7:45 AM - 8:45 AM 11 23 21 20 8 24 5 5 34 41 32 10 117 8:00 AM - 9:00 AM 11 14 22 14 6 34 4 8 25 36 40 12 113 8:15 AM - 9:15 AM 10 13 24 14 4 30 3 6 23 38 34 9 104 8:30 AM - 9:30 AM 9 19 23 15 3 25 4 8 28 38 28 12 106 8:45 AM - 9:45 AM 9 20 21 12 3 25 4 9 29 33 28 13 103 9:00 AM - 10:00 AM 8 17 17 8 4 14 7 6 25 25 18 13 81 PM 15 Minute Volumes 4:00 PM - 4:15 PM 614487967 4:15 PM - 4:30 PM 518582154 4:30 PM - 4:45 PM 81159 535 4:45 PM - 5:00 PM 1117983827 5:00 PM - 5:15 PM 56393 26 5:15 PM - 5:30 PM 1181063834 5:30 PM - 5:45 PM 623109433 5:45 PM - 6:00 PM 810597456 6:00 PM - 6:15 PM 5668114 7 6:15 PM - 6:30 PM 131513149811 6:30 PM - 6:45 PM 9123232 6:45 PM - 7:00 PM 4431014455 Total 91 123 69 101 71 57 35 55 PM One Hour Volumes 4:00 PM - 5:00 PM 30 60 23 33 12 23 16 23 90 56 35 39 220 4:15 PM - 5:15 PM 29 52 22 34 8 14 12 22 81 56 22 34 193 4:30 PM - 5:30 PM 35 42 27 32 9 21 10 22 77 59 30 32 198 4:45 PM - 5:45 PM 33 33 25 33 18 20 10 20 66 58 38 30 192 5:00 PM - 6:00 PM 30 26 21 34 22 16 13 19 56 55 38 32 181 5:15 PM - 6:15 PM 30 26 24 33 30 20 11 20 56 57 50 31 194 5:30 PM - 6:30 PM 32 33 27 41 36 20 9 17 65 68 56 26 215 5:45 PM - 6:45 PM 35 43 27 33 30 18 6 14 78 60 48 20 206 6:00 PM - 7:00 PM 31 37 25 34 37 18 6 13 68 59 55 19 201

C-15 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - All Vehicles

PROJECT: Westmont Shopping Center DATE: 11/1/2017 SOUTHBOUND ROAD: S Highland St W+A JOB NO: 7298DAY: WednesdayNORTHBOUND ROAD: S Highland St INTERSECTION: S Highland St & AlleyWEATHER: clearWESTBOUND ROAD: 0 LOCATION: ArlingtonCOUNTED BY: AbdulEASTBOUND ROAD: Alley INPUTED BY: Jose Southbound Westbound Northbound Eastbound North East Time S Highland St 0S Highland St Alley && Total Period Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West AM 15 Minute Volumes 7:00 AM-7:15 AM0404 0000 0101 0000 50 5 7:15 AM-7:30 AM0808 0000 016016 0011 24125 7:30 AM-7:45 AM020020 0000 020020 0000 40040 7:45 AM-8:00 AM021021 0000 040040 2013 61364 8:00 AM-8:15 AM010010 0000 050151 0011 61162 8:15 AM-8:30 AM010010 0000 039039 0000 49049 8:30 AM-8:45 AM0909 0000 038139 2002 48250 8:45 AM-9:00 AM127028 0000 040141 2002 69271 9:00 AM-9:15 AM028028 0000 040141 0000 69069 9:15 AM-9:30 AM0707 0000 031132 0000 39039 9:30 AM-9:45 AM015015 0000 015015 0000 30030 9:45 AM-10:00 AM0707 0000 013114 1023 21324 Total 11660167 0000 03436349 7051251612528 AM One Hour Volumes 7:00 AM-8:00 AM0530530.6300000.000770770.4820240.331304134 7:15 AM-8:15 AM0590590.7000000.00012611270.6220350.421865191 7:30 AM-8:30 AM0610610.7300000.00014911500.7420240.332114215 7:45 AM-8:45 AM0500500.6000000.00016721690.8340260.502196225 8:00 AM-9:00 AM1560570.5100000.00016731700.8340150.632275232 8:15 AM-9:15 AM1740750.6700000.00015731600.9840040.502354239 8:30 AM-9:30 AM1710720.6400000.00014941530.9340040.502254229 8:45 AM-9:45 AM1770780.7000000.00012631290.7920020.252072209 9:00 AM-10:00 AM0570570.5100000.0009931020.6210230.251593162 PM 15 Minute Volumes 4:00 PM-4:15 PM036036 0000 034337 4015 73578 4:15 PM-4:30 PM132033 0000 027128 5027 61768 4:30 PM-4:45 PM137038 0000 027330 5038 68876 4:45 PM-5:00 PM126027 0000 025227 4004 54458 5:00 PM-5:15 PM137038 0000 038341 2013 79382 5:15 PM-5:30 PM126027 0000 033134 5016 61667 5:30 PM-5:45 PM024024 0000 025631 5005 55560 5:45 PM-6:00 PM021021 0000 024125 2035 46551 6:00 PM-6:15 PM131032 0000 036642 2002 74276 6:15 PM-6:30 PM019019 0000 029130 3036 49655 6:30 PM-6:45 PM117018 0000 029130 3003 48351 6:45 PM-7:00 PM115016 0000 024024 1012 40242 Total 83210329 0000 035128379410155670856764 PM One Hour Volumes 4:00 PM-5:00 PM313101340.8800000.00011391220.821806240.7525624280 4:15 PM-5:15 PM413201360.8900000.00011791260.771606220.6926222284 4:30 PM-5:30 PM412601300.8600000.00012391320.801605210.6626221283 4:45 PM-5:45 PM311301160.7600000.000121121330.811602180.7524918267 5:00 PM-6:00 PM210801100.7200000.000120111310.801405190.7924119260 5:15 PM-6:15 PM210201040.8100000.000118141320.791404180.7523618254 5:30 PM-6:30 PM1950960.7500000.000114141280.761206180.7522418242 5:45 PM-6:45 PM2880900.7000000.00011891270.761006160.6721716233 6:00 PM-7:00 PM3820850.6600000.00011881260.75904130.5421113224

C-16 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - Bicycles

C-17 Wells + Associates, Inc. McLean, Virginia

Pedestrian Volume Survey

PROJECT: Westmont Shopping Center W+A JOB NO: 7298 S Highland St INTERSECTION: S Highland St & Alley 1 LOCATION: Arlington 2 DATE: 11/1/2017 84 0

DAY: Wednesday Alley 73North WEATHER: clear 5 COUNTED BY: Abdul 6 INPUTED BY: Jose S Highland St

Time Movement Period 123456781 + 23 + 45 + 67+ 8Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 33 7:15 AM - 7:30 AM 129 7:30 AM - 7:45 AM 1123 7:45 AM - 8:00 AM 27 6 8:00 AM - 8:15 AM 20 7 8:15 AM - 8:30 AM 73 8:30 AM - 8:45 AM 83 8:45 AM - 9:00 AM 11108 9:00 AM - 9:15 AM 1 264 9:15 AM - 9:30 AM 53 9:30 AM - 9:45 AM 48 9:45 AM - 10:00 AM 23 Total 02002310660 AM One Hour Volumes 7:00 AM-8:00 AM01001044211016567 7:15 AM-8:15 AM01001061251018688 7:30 AM-8:30 AM00001066190018586 7:45 AM-8:45 AM00000062190008181 8:00 AM-9:00 AM00001145210026668 8:15 AM-9:15 AM01001331181044954 8:30 AM-9:30 AM01001329181044752 8:45 AM-9:45 AM01001325231044853 9:00 AM-10:00 AM01000217181023538 PM 15 Minute Volumes 4:00 PM - 4:15 PM 26 4:15 PM - 4:30 PM 21 4:30 PM - 4:45 PM 325 4:45 PM - 5:00 PM 1159 5:00 PM - 5:15 PM 5210 5:15 PM - 5:30 PM 84 5:30 PM - 5:45 PM 297 5:45 PM - 6:00 PM 58 6:00 PM - 6:15 PM 68 6:15 PM - 6:30 PM 45 6:30 PM - 6:45 PM 255 6:45 PM - 7:00 PM 12 Total 03001105170 PM One Hour Volumes 4:00 PM-5:00 PM01004011211043237 4:15 PM-5:15 PM01009011251093646 4:30 PM-5:30 PM01009017281094555 4:45 PM-5:45 PM03006024303065463 5:00 PM-6:00 PM02005024292055360 5:15 PM-6:15 PM02000028272005557 5:30 PM-6:30 PM02000024282005254 5:45 PM-6:45 PM00002020260024648 6:00 PM-7:00 PM00002016200023638

C-18 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - All Vehicles

PROJECT: Westmont Shopping Center DATE: 9/14/2017 SOUTHBOUND ROAD: South Highland Street W+A JOB NO: 7298DAY: ThursdayNORTHBOUND ROAD: South Highland Street INTERSECTION: Columbia Pike & S.Highland St.WEATHER: clearWESTBOUND ROAD: Columbia Pike - 244 LOCATION: Arlington County,VACOUNTED BY: Ivan & JoseEASTBOUND ROAD: Columbia Pike - 244 INPUTED BY: agan Southbound Westbound Northbound Eastbound North East Time South Highland Street Columbia Pike - 244 South Highland Street Columbia Pike - 244 && Total Period Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West AM 15 Minute Volumes 7:00 AM-7:15 AM2024 779793102517 62231124021333354 7:15 AM-7:30 AM2013 1185197121316 5239625019347366 7:30 AM - 7:45 AM 8 0 9 17 29 116 1 146 15 10 9 34 6 240 10 256 51 402 453 7:45 AM - 8:00 AM 8 0 6 14 28 105 3 136 22 8 13 43 7 243 12 262 57 398 455 8:00 AM - 8:15 AM 8 0 5 13 11 111 4 126 15 0 13 28 12 286 7 305 41 431 472 8:15 AM - 8:30 AM 8 0 7 15 19 115 4 138 12 0 6 18 13 305 9 327 33 465 498 8:30 AM - 8:45 AM 8 0 4 12 20 136 3 159 12 0 11 23 7 208 16 231 35 390 425 8:45 AM - 9:00 AM 12 0 9 21 26 124 9 159 8 0 10 18 13 175 24 212 39 371 410 9:00 AM - 9:15 AM 11 0 6 17 13 114 3 130 10 0 6 16 21 187 14 222 33 352 385 9:15 AM - 9:30 AM 15 0 6 21 16 113 5 134 20 0 11 31 12 172 6 190 52 324 376 9:30 AM - 9:45 AM 13 0 3 16 8 119 3 130 16 0 10 26 13 148 3 164 42 294 336 9:45 AM - 10:00 AM 7 0 5 12 9 131 10 150 7 0 5 12 14 135 4 153 24 303 327 Total 102 0 63 165 197 1348 53 1598 159 21 102 282 129 2561 122 2812 447 4410 4857 AM One Hour Volumes 7:00 AM - 8:00 AM 20 0 18 38 0.56 75 385 12 472 0.81 59 21 30 110 0.64 24 945 39 1008 0.96 148 1480 1628 7:15 AM - 8:15 AM 26 0 21 47 0.69 79 417 9 505 0.86 64 19 38 121 0.70 30 1008 35 1073 0.88 168 1578 1746 7:30 AM - 8:30 AM 32 0 27 59 0.87 87 447 12 546 0.93 64 18 41 123 0.72 38 1074 38 1150 0.88 182 1696 1878 7:45 AM - 8:45 AM 32 0 22 54 0.90 78 467 14 559 0.88 61 8 43 112 0.65 39 1042 44 1125 0.86 166 1684 1850 8:00 AM - 9:00 AM 36 0 25 61 0.73 76 486 20 582 0.92 47 0 40 87 0.78 45 974 56 1075 0.82 148 1657 1805 8:15 AM - 9:15 AM 39 0 26 65 0.77 78 489 19 586 0.92 42 0 33 75 0.82 54 875 63 992 0.76 140 1578 1718 8:30 AM - 9:30 AM 46 0 25 71 0.85 75 487 20 582 0.92 50 0 38 88 0.71 53 742 60 855 0.93 159 1437 1596 8:45 AM - 9:45 AM 51 0 24 75 0.89 63 470 20 553 0.87 54 0 37 91 0.73 59 682 47 788 0.89 166 1341 1507 9:00 AM - 10:00 AM 46 0 20 66 0.79 46 477 21 544 0.91 53 0 32 85 0.69 60 642 27 729 0.82 151 1273 1424 PM 15 Minute Volumes 4:00 PM - 4:15 PM 21 0 9 30 12 178 11 201 16 0 2 18 26 148 12 186 48 387 435 4:15 PM - 4:30 PM 20 0 12 32 15 203 5 223 5 0 8 13 23 137 5 165 45 388 433 4:30 PM - 4:45 PM 12 0 18 30 13 185 8 206 9 0 11 20 31 160 10 201 50 407 457 4:45 PM - 5:00 PM 12 0 14 26 27 228 7 262 13 0 4 17 27 160 12 199 43 461 504 5:00 PM - 5:15 PM 14 0 18 32 13 216 17 246 14 0 4 18 23 151 3 177 50 423 473 5:15 PM - 5:30 PM 15 0 24 39 17 195 13 225 15 0 7 22 26 154 13 193 61 418 479 5:30 PM - 5:45 PM 13 0 11 24 15 172 10 197 10 0 4 14 22 154 9 185 38 382 420 5:45 PM - 6:00 PM 20 0 22 42 24 216 22 262 17 0 2 19 24 179 5 208 61 470 531 6:00 PM - 6:15 PM 22 0 18 40 17 217 17 251 13 0 9 22 27 165 8 200 62 451 513 6:15 PM - 6:30 PM 15 1 7 23 15 166 12 193 8 0 4 12 22 162 7 191 35 384 419 6:30 PM - 6:45 PM 15 0 8 23 23 181 9 213 9 0 13 22 24 153 9 186 45 399 444 6:45 PM - 7:00 PM 16 0 9 25 25 186 15 226 14 0 10 24 14 165 12 191 49 417 466 Total 195 1 170 366 216 2343 146 2705 143 0 78 221 289 1888 105 2282 587 4987 5574 PM One Hour Volumes 4:00 PM - 5:00 PM 65 0 53 118 0.92 67 794 31 892 0.85 43 0 25 68 0.85 107 605 39 751 0.93 186 1643 1829 4:15 PM - 5:15 PM 58 0 62 120 0.94 68 832 37 937 0.89 41 0 27 68 0.85 104 608 30 742 0.92 188 1679 1867 4:30 PM - 5:30 PM 53 0 74 127 0.81 70 824 45 939 0.90 51 0 26 77 0.88 107 625 38 770 0.96 204 1709 1913 4:45 PM - 5:45 PM 54 0 67 121 0.78 72 811 47 930 0.89 52 0 19 71 0.81 98 619 37 754 0.95 192 1684 1876 5:00 PM - 6:00 PM 62 0 75 137 0.82 69 799 62 930 0.89 56 0 17 73 0.83 95 638 30 763 0.92 210 1693 1903 5:15 PM - 6:15 PM 70 0 75 145 0.86 73 800 62 935 0.89 55 0 22 77 0.88 99 652 35 786 0.94 222 1721 1943 5:30 PM - 6:30 PM 70 1 58 129 0.77 71 771 61 903 0.86 48 0 19 67 0.76 95 660 29 784 0.94 196 1687 1883 5:45 PM - 6:45 PM 72 1 55 128 0.76 79 780 60 919 0.88 47 0 28 75 0.85 97 659 29 785 0.94 203 1704 1907 6:00 PM - 7:00 PM 68 1 42 111 0.69 80 750 53 883 0.88 44 0 36 80 0.83 87 645 36 768 0.96 191 1651 1842

C-19 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - Bicycles

C-20 Wells + Associates, Inc. McLean, Virginia

Pedestrian Volume Survey

PROJECT: Westmont Shopping Center W+A JOB NO: 7298 South Highland Street INTERSECTION: Columbia Pike & S.Highland St. 1 LOCATION: Arlington County,VA 2 DATE: 9/14/2017 84 DAY: Thursday 73North WEATHER: clear 5

COUNTED BY: JoseColumbia Pike - 244 6 Columbia Pike - 244 INPUTED BY: agan South Highland Street

Time Movement Period 123456781 + 23 + 45 + 67+ 8Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 1112 4 7:15 AM - 7:30 AM 12 11 12 7:30 AM - 7:45 AM 121 231 7:45 AM - 8:00 AM 144 2142 8:00 AM - 8:15 AM 432 163 8:15 AM - 8:30 AM 3171 12 8:30 AM - 8:45 AM 135812 2 8:45 AM - 9:00 AM 12342122 9:00 AM - 9:15 AM 231242 9:15 AM - 9:30 AM 13222521 9:30 AM - 9:45 AM 46783522 9:45 AM - 10:00 AM 34222431 Total 1834373317232422 AM One Hour Volumes 7:00 AM-8:00 AM38743389111161745 7:15 AM-8:15 AM2119434148131372255 7:30 AM-8:30 AM41016424148142062262 7:45 AM - 8:45 AM 5 12 19 11 3 4 11 9 17 30 7 20 74 8:00 AM-9:00 AM51018153499153371873 8:15 AM-9:15 AM7916157536163112968 8:30 AM - 9:30 AM 5 11 11 16 9 10 4 5 16 27 19 9 71 8:45 AM - 9:45 AM 8 14 13 16 11 13 6 5 22 29 24 11 86 9:00 AM - 10:00 AM 10 16 12 14 11 16 7 4 26 26 27 11 90 PM 15 Minute Volumes 4:00 PM - 4:15 PM 57 134 4:15 PM - 4:30 PM 53232121 4:30 PM - 4:45 PM 221133 4:45 PM - 5:00 PM 25825812 5:00 PM - 5:15 PM 13413411 5:15 PM - 5:30 PM 35434523 5:30 PM - 5:45 PM 44343521 5:45 PM - 6:00 PM 67275324 6:00 PM - 6:15 PM 4524922 6:15 PM - 6:30 PM 1422247 2 6:30 PM - 6:45 PM 57533122 6:45 PM - 7:00 PM 9105242 Total 6060383348451416 PM One Hour Volumes 4:00 PM - 5:00 PM 14 17 11 7 13 16 3 3 31 18 29 6 84 4:15 PM - 5:15 PM 10 13 15 7 13 16 4 4 23 22 29 8 82 4:30 PM - 5:30 PM 8 15 17 7 15 20 4 6 23 24 35 10 92 4:45 PM - 5:45 PM 10 17 19 10 15 22 6 7 27 29 37 13 106 5:00 PM - 6:00 PM 14 19 13 15 15 17 7 9 33 28 32 16 109 5:15 PM - 6:15 PM 17 21 11 18 21 15 8 8 38 29 36 16 119 5:30 PM - 6:30 PM 28 18 9 17 21 17 6 7 46 26 38 13 123 5:45 PM - 6:45 PM 29 21 11 16 21 13 6 8 50 27 34 14 125 6:00 PM - 7:00 PM 32 24 14 11 20 12 4 4 56 25 32 8 121

C-21 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - All Vehicles

PROJECT: Westmont Shopping Center DATE: 9/14/2017 SOUTHBOUND ROAD: South Walter Reed Drive W+A JOB NO: 7298DAY: ThursdayNORTHBOUND ROAD: South Walter Reed Drive INTERSECTION: Columbia Pike & S. Walter Reed Dr.WEATHER: clearWESTBOUND ROAD: Columbia Pike - 244 LOCATION: Arlington County,VACOUNTED BY: Maria,Anita & MinaEASTBOUND ROAD: Columbia Pike - 244 INPUTED BY: agan Southbound Westbound Northbound Eastbound North East Time South Walter Reed Drive Columbia Pike - 244 South Walter Reed Drive Columbia Pike - 244 && Total Period Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West AM 15 Minute Volumes 7:00 AM - 7:15 AM 10 26 8 44 5 80 13 98 169 145 23 337 3 216 16 235 381 333 714 7:15 AM - 7:30 AM 15 29 4 48 12 104 19 135 124 156 24 304 0 258 15 273 352 408 760 7:30 AM - 7:45 AM 15 40 4 59 20 93 20 133 106 156 24 286 1 278 21 300 345 433 778 7:45 AM - 8:00 AM 13 66 6 85 12 95 15 122 125 182 12 319 5 274 20 299 404 421 825 8:00 AM - 8:15 AM 8 58 7 73 15 79 12 106 122 196 16 334 6 305 14 325 407 431 838 8:15 AM - 8:30 AM 7 52 4 63 12 94 18 124 126 178 20 324 4 291 39 334 387 458 845 8:30 AM - 8:45 AM 13 44 3 60 17 105 21 143 118 173 20 311 9 192 8 209 371 352 723 8:45 AM - 9:00 AM 10 60 5 75 22 86 33 141 108 163 20 291 7 156 19 182 366 323 689 9:00 AM - 9:15 AM 8 43 6 57 14 86 14 114 86 142 22 250 7 187 27 221 307 335 642 9:15 AM - 9:30 AM 12 42 3 57 9 72 22 103 67 130 20 217 8 205 16 229 274 332 606 9:30 AM - 9:45 AM 11 45 4 60 14 85 14 113 62 109 24 195 4 187 5 196 255 309 564 9:45 AM - 10:00 AM 8 31 6 45 14 104 20 138 45 108 14 167 5 131 15 151 212 289 501 Total 130 536 60 726 166 1083 221 1470 1258 1838 239 3335 59 2680 215 2954 4061 4424 8485 AM One Hour Volumes 7:00 AM - 8:00 AM 53 161 22 236 0.69 49 372 67 488 0.90 524 639 83 1246 0.92 9 1026 72 1107 0.92 1482 1595 3077 7:15 AM - 8:15 AM 51 193 21 265 0.78 59 371 66 496 0.92 477 690 76 1243 0.93 12 1115 70 1197 0.92 1508 1693 3201 7:30 AM - 8:30 AM 43 216 21 280 0.82 59 361 65 485 0.91 479 712 72 1263 0.95 16 1148 94 1258 0.94 1543 1743 3286 7:45 AM - 8:45 AM 41 220 20 281 0.83 56 373 66 495 0.87 491 729 68 1288 0.96 24 1062 81 1167 0.87 1569 1662 3231 8:00 AM - 9:00 AM 38 214 19 271 0.90 66 364 84 514 0.90 474 710 76 1260 0.94 26 944 80 1050 0.79 1531 1564 3095 8:15 AM - 9:15 AM 38 199 18 255 0.85 65 371 86 522 0.91 438 656 82 1176 0.91 27 826 93 946 0.71 1431 1468 2899 8:30 AM - 9:30 AM 43 189 17 249 0.83 62 349 90 501 0.88 379 608 82 1069 0.86 31 740 70 841 0.92 1318 1342 2660 8:45 AM - 9:45 AM 41 190 18 249 0.83 59 329 83 471 0.84 323 544 86 953 0.82 26 735 67 828 0.90 1202 1299 2501 9:00 AM - 10:00 AM 39 161 19 219 0.91 51 347 70 468 0.85 260 489 80 829 0.83 24 710 63 797 0.87 1048 1265 2313 PM 15 Minute Volumes 4:00 PM - 4:15 PM 18 97 18 133 18 190 55 263 29 51 19 99 12 119 21 152 232 415 647 4:15 PM - 4:30 PM 15 119 15 149 15 187 56 258 39 44 10 93 16 118 8 142 242 400 642 4:30 PM - 4:45 PM 19 124 21 164 22 195 77 294 27 58 24 109 16 127 5 148 273 442 715 4:45 PM - 5:00 PM 15 132 23 170 12 205 74 291 34 62 24 120 10 143 8 161 290 452 742 5:00 PM - 5:15 PM 17 147 18 182 14 213 76 303 27 69 17 113 14 153 6 173 295 476 771 5:15 PM - 5:30 PM 15 166 14 195 17 218 91 326 28 61 21 110 15 109 10 134 305 460 765 5:30 PM - 5:45 PM 11 140 17 168 9 184 79 272 36 97 19 152 4 114 13 131 320 403 723 5:45 PM - 6:00 PM 20 147 20 187 21 218 77 316 37 85 18 140 18 152 8 178 327 494 821 6:00 PM - 6:15 PM 23 107 21 151 9 192 63 264 63 92 22 177 14 163 7 184 328 448 776 6:15 PM - 6:30 PM 25 122 23 170 12 161 67 240 42 93 11 146 11 138 10 159 316 399 715 6:30 PM - 6:45 PM 17 91 15 123 16 187 57 260 35 62 27 124 20 108 6 134 247 394 641 6:45 PM - 7:00 PM 15 86 25 126 15 160 34 209 34 58 37 129 17 115 15 147 255 356 611 Total 210 1478 230 1918 180 2310 806 3296 431 832 249 1512 167 1559 117 1843 3430 5139 8569 PM One Hour Volumes 4:00 PM - 5:00 PM 67 472 77 616 0.91 67 777 262 1106 0.94 129 215 77 421 0.88 54 507 42 603 0.94 1037 1709 2746 4:15 PM - 5:15 PM 66 522 77 665 0.91 63 800 283 1146 0.95 127 233 75 435 0.91 56 541 27 624 0.90 1100 1770 2870 4:30 PM - 5:30 PM 66 569 76 711 0.91 65 831 318 1214 0.93 116 250 86 452 0.94 55 532 29 616 0.89 1163 1830 2993 4:45 PM - 5:45 PM 58 585 72 715 0.92 52 820 320 1192 0.91 125 289 81 495 0.81 43 519 37 599 0.87 1210 1791 3001 5:00 PM - 6:00 PM 63 600 69 732 0.94 61 833 323 1217 0.93 128 312 75 515 0.85 51 528 37 616 0.87 1247 1833 3080 5:15 PM - 6:15 PM 69 560 72 701 0.90 56 812 310 1178 0.90 164 335 80 579 0.82 51 538 38 627 0.85 1280 1805 3085 5:30 PM - 6:30 PM 79 516 81 676 0.90 51 755 286 1092 0.86 178 367 70 615 0.87 47 567 38 652 0.89 1291 1744 3035 5:45 PM - 6:45 PM 85 467 79 631 0.84 58 758 264 1080 0.85 177 332 78 587 0.83 63 561 31 655 0.89 1218 1735 2953 6:00 PM - 7:00 PM 80 406 84 570 0.84 52 700 221 973 0.92 174 305 97 576 0.81 62 524 38 624 0.85 1146 1597 2743

C-22 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - Bicycles

C-23 Wells + Associates, Inc. McLean, Virginia

Pedestrian Volume Survey

PROJECT: Westmont Shopping Center W+A JOB NO: 7298 South Walter Reed Drive INTERSECTION: Columbia Pike & S. Walter Reed Dr. 1 LOCATION: Arlington County,VA 2 DATE: 9/14/2017 84 DAY: Thursday 73North WEATHER: clear 5

COUNTED BY: Maria Columbia Pike - 244 6 Columbia Pike - 244 INPUTED BY: agan South Walter Reed Drive

Time Movement Period 123456781 + 23 + 45 + 67+ 8Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 2 231513 7:15 AM - 7:30 AM 225116413 7:30 AM - 7:45 AM 134181341 7:45 AM - 8:00 AM 621043553 8:00 AM - 8:15 AM 134122522 8:15 AM - 8:30 AM 314125121 8:30 AM - 8:45 AM 215105761 8:45 AM - 9:00 AM 275134352 9:00 AM - 9:15 AM 42632326 9:15 AM - 9:30 AM 3254792 9:30 AM - 9:45 AM 215148243 9:45 AM - 10:00 AM 2133910671 Total 30 51 67 107 48 55 40 23 AM One Hour Volumes 7:00 AM-8:00 AM11721361117111018572821124 7:15 AM - 8:15 AM 10 10 23 45 12 17 12 9 20 68 29 21 138 7:30 AM - 8:30 AM 11 9 22 46 11 14 13 7 20 68 25 20 133 7:45 AM - 8:45 AM 12 7 23 38 15 18 15 7 19 61 33 22 135 8:00 AM - 9:00 AM 8 12 18 47 16 16 15 6 20 65 32 21 138 8:15 AM - 9:15 AM 11 11 20 38 16 14 15 10 22 58 30 25 135 8:30 AM - 9:30 AM 11 12 21 30 18 22 15 9 23 51 40 24 138 8:45 AM - 9:45 AM 11 26 30 28 15 19 12 8 37 58 34 20 149 9:00 AM - 10:00 AM 11 32 28 24 21 22 14 7 43 52 43 21 159 PM 15 Minute Volumes 4:00 PM - 4:15 PM 711613159610 4:15 PM - 4:30 PM 68514613119 4:30 PM - 4:45 PM 8731111936 4:45 PM - 5:00 PM 6610187846 5:00 PM - 5:15 PM 1399119894 5:15 PM - 5:30 PM 1076710745 5:30 PM - 5:45 PM 1211464986 5:45 PM - 6:00 PM 14106121713107 6:00 PM - 6:15 PM 16791311989 6:15 PM - 6:30 PM 23 12 11 15 9 11 6 11 6:30 PM - 6:45 PM 19 6 8 12 13 15 7 6 6:45 PM - 7:00 PM 13918161781115 Total 147 103 95 148 129 119 87 94 PM One Hour Volumes 4:00 PM - 5:00 PM 27 32 24 56 39 39 24 31 59 80 78 55 272 4:15 PM - 5:15 PM 33 30 27 54 33 38 27 25 63 81 71 52 267 4:30 PM - 5:30 PM 37 29 28 47 37 32 20 21 66 75 69 41 251 4:45 PM - 5:45 PM 41 33 29 42 30 32 25 21 74 71 62 46 253 5:00 PM - 6:00 PM 49 37 25 36 40 37 31 22 86 61 77 53 277 5:15 PM - 6:15 PM 52 35 25 38 42 38 30 27 87 63 80 57 287 5:30 PM - 6:30 PM 65 40 30 46 41 42 32 33 105 76 83 65 329 5:45 PM - 6:45 PM 72 35 34 52 50 48 31 33 107 86 98 64 355 6:00 PM - 7:00 PM 71 34 46 56 50 43 32 41 105 102 93 73 373

C-24 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - All Vehicles

PROJECT: Westmont Shopping Center DATE: 9/14/2017 SOUTHBOUND ROAD: South Glebe Road - 120 W+A JOB NO: 7298DAY: ThursdayNORTHBOUND ROAD: South Glebe Road - 120 INTERSECTION: S.Glebe Rd. & 12th Street S.WEATHER: clearWESTBOUND ROAD: 12th Street South LOCATION: Arlington County,VACOUNTED BY: Victor & MiraEASTBOUND ROAD: 12th Street South INPUTED BY: agan Southbound Westbound Northbound Eastbound North East Time South Glebe Road - 120 12th Street South South Glebe Road - 120 12th Street South && Total Period Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West AM 15 Minute Volumes 7:00 AM-7:15 AM81096123 3227 03255330 0134 45311464 7:15 AM-7:30 AM81401149 5117 22495256 0022 4059414 7:30 AM-7:45 AM81715184 91111 12862289 0033 47314487 7:45 AM-8:00 AM61703179103417 02952297 0044 47621497 8:00 AM-8:15 AM61664176 61310 13063310 0077 48617503 8:15 AM-8:30 AM51535163 5005 02711272 0011 4356441 8:30 AM-8:45 AM71883198100111 12864291 0000 48911500 8:45 AM-9:00 AM161593178120315 02992301 1056 47921500 9:00 AM-9:15 AM151781194 3014 12761278 0268 47212484 9:15 AM-9:30 AM81571166 2013 02744278 4391644419463 9:30 AM-9:45 AM111673181 3104 13135319 5181450018518 9:45 AM-10:00 AM151603178 4015 12843288 0481246617483 Total 113 1918 38 2069 72 9 18 99 8 3464 37 3509 10 11 56 77 5578 176 5754 AM One Hour Volumes 7:00 AM - 8:00 AM 30 590 15 635 0.86 27 7 8 42 0.62 3 1155 14 1172 0.89 0 1 12 13 0.81 1807 55 1862 7:15 AM - 8:15 AM 28 647 13 688 0.93 30 6 9 45 0.66 4 1136 12 1152 0.93 0 0 16 16 0.57 1840 61 1901 7:30 AM - 8:30 AM 25 660 17 702 0.95 30 5 8 43 0.63 2 1158 8 1168 0.94 0 0 15 15 0.54 1870 58 1928 7:45 AM - 8:45 AM 24 677 15 716 0.90 31 4 8 43 0.63 2 1158 10 1170 0.94 0 0 12 12 0.43 1886 55 1941 8:00 AM - 9:00 AM 34 666 15 715 0.90 33 1 7 41 0.68 2 1162 10 1174 0.95 1 0 13 14 0.50 1889 55 1944 8:15 AM - 9:15 AM 43 678 12 733 0.93 30 0 5 35 0.58 2 1132 8 1142 0.95 1 2 12 15 0.47 1875 50 1925 8:30 AM - 9:30 AM 46 682 8 736 0.93 27 0 6 33 0.55 2 1135 11 1148 0.95 5 5 20 30 0.47 1884 63 1947 8:45 AM - 9:45 AM 50 661 8 719 0.93 20 1 5 26 0.43 2 1162 12 1176 0.92 10 6 28 44 0.69 1895 70 1965 9:00 AM - 10:00 AM 49 662 8 719 0.93 12 1 3 16 0.80 3 1147 13 1163 0.91 9 10 31 50 0.78 1882 66 1948 PM 15 Minute Volumes 4:00 PM - 4:15 PM 14 232 10 256 7 1 3 11 0 166 5 171 2 1 9 12 427 23 450 4:15 PM-4:30 PM132495267 86115 22006208 1067 47522497 4:30 PM-4:45 PM72331241 2103 01561157 3281339816414 4:45 PM-5:00 PM121783193 5229 01463149 35101834227369 5:00 PM-5:15 PM112011213 43512 01505155 1269 36821389 5:15 PM-5:30 PM52264235 2035 11902193 3161042815443 5:30 PM-5:45 PM52684277 3148 12210222 0112 49910509 5:45 PM - 6:00 PM 6 237 4 247 6 1 7 14 3 228 2 233 6 0 4 10 480 24 504 6:00 PM-6:15 PM122404256 6208 32082213 3036 46914483 6:15 PM-6:30 PM42374245 44311 11804185 2136 43017447 6:30 PM-6:45 PM61861193 6017 11872190 1056 38313396 6:45 PM-7:00 PM62331240 2024 21702174 1135 4149423 Total 101 2720 42 2863 55 21 31 107 14 2202 34 2250 26 14 64 104 5113 211 5324 PM One Hour Volumes 4:00 PM - 5:00 PM 46 892 19 957 0.90 22 10 6 38 0.63 2 668 15 685 0.82 9 8 33 50 0.69 1642 88 1730 4:15 PM - 5:15 PM 43 861 10 914 0.86 19 12 8 39 0.65 2 652 15 669 0.80 8 9 30 47 0.65 1583 86 1669 4:30 PM - 5:30 PM 35 838 9 882 0.91 13 6 10 29 0.60 1 642 11 654 0.85 10 10 30 50 0.69 1536 79 1615 4:45 PM - 5:45 PM 33 873 12 918 0.83 14 6 14 34 0.71 2 707 10 719 0.81 7 9 23 39 0.54 1637 73 1710 5:00 PM - 6:00 PM 27 932 13 972 0.88 15 5 19 39 0.70 5 789 9 803 0.86 10 4 17 31 0.78 1775 70 1845 5:15 PM - 6:15 PM 28 971 16 1015 0.92 17 4 14 35 0.63 8 847 6 861 0.92 12 2 14 28 0.70 1876 63 1939 5:30 PM - 6:30 PM 27 982 16 1025 0.93 19 8 14 41 0.73 8 837 8 853 0.92 11 2 11 24 0.60 1878 65 1943 5:45 PM - 6:45 PM 28 900 13 941 0.92 22 7 11 40 0.71 8 803 10 821 0.88 12 1 15 28 0.70 1762 68 1830 6:00 PM - 7:00 PM 28 896 10 934 0.91 18 6 6 30 0.68 7 745 10 762 0.89 7 2 14 23 0.96 1696 53 1749

C-25 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - Bicycles

C-26 Wells + Associates, Inc. McLean, Virginia

Pedestrian Volume Survey

PROJECT: Westmont Shopping Center W+A JOB NO: 7298 South Glebe Road - 120 INTERSECTION: S.Glebe Rd. & 12th Street S. 1 LOCATION: Arlington County,VA 2 DATE: 9/14/2017 84 DAY: Thursday 73North WEATHER: clear 5 COUNTED BY: Victor 12th Street South 6 12th Street South INPUTED BY: agan South Glebe Road - 120

Time Movement Period 123456781 + 23 + 45 + 67+ 8Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 1 123214 7:15 AM - 7:30 AM 22332123 7:30 AM - 7:45 AM 31 9 342 7:45 AM - 8:00 AM 21141131 8:00 AM - 8:15 AM 432 3223 8:15 AM - 8:30 AM 12132411 8:30 AM - 8:45 AM 2113234 8:45 AM - 9:00 AM 12421221 9:00 AM - 9:15 AM 14421214 9:15 AM - 9:30 AM 31314333 9:30 AM - 9:45 AM 23132212 9:45 AM - 10:00 AM 12213221 Total 2322233324272625 AM One Hour Volumes 7:00 AM - 8:00 AM 8 4 5 18 6 7 10 10 12 23 13 20 68 7:15 AM - 8:15 AM 11 7 6 16 6 7 11 9 18 22 13 20 73 7:30 AM - 8:30 AM 10 7 4 16 6 10 10 7 17 20 16 17 70 7:45 AM - 8:45 AM 9 7 5 10 8 10 10 5 16 15 18 15 64 8:00 AM-9:00 AM8888811951616191465 8:15 AM - 9:15 AM 5 9 10 10 6 11 8 6 14 20 17 14 65 8:30 AM - 9:30 AM 7 8 12 8 8 10 10 8 15 20 18 18 71 8:45 AM-9:45 AM710128897101720171771 9:00 AM - 10:00 AM 7 10 10 7 10 9 7 10 17 17 19 17 70 PM 15 Minute Volumes 4:00 PM - 4:15 PM 55345335 4:15 PM - 4:30 PM 96436244 4:30 PM - 4:45 PM 34114 52 4:45 PM - 5:00 PM 53213341 5:00 PM - 5:15 PM 45152434 5:15 PM - 5:30 PM 34435233 5:30 PM - 5:45 PM 12346452 5:45 PM - 6:00 PM 45245344 6:00 PM - 6:15 PM 56264235 6:15 PM - 6:30 PM 32433554 6:30 PM - 6:45 PM 53452245 6:45 PM - 7:00 PM 44543144 Total 5149354348314743 PM One Hour Volumes 4:00 PM - 5:00 PM 22 18 10 9 18 8 16 12 40 19 26 28 113 4:15 PM - 5:15 PM 21 18 8 10 15 9 16 11 39 18 24 27 108 4:30 PM - 5:30 PM 15 16 8 10 14 9 15 10 31 18 23 25 97 4:45 PM - 5:45 PM 13 14 10 13 16 13 15 10 27 23 29 25 104 5:00 PM - 6:00 PM 12 16 10 16 18 13 15 13 28 26 31 28 113 5:15 PM - 6:15 PM 13 17 11 17 20 11 15 14 30 28 31 29 118 5:30 PM - 6:30 PM 13 15 11 17 18 14 17 15 28 28 32 32 120 5:45 PM - 6:45 PM 17 16 12 18 14 12 16 18 33 30 26 34 123 6:00 PM - 7:00 PM 17 15 15 18 12 10 16 18 32 33 22 34 121

C-27 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - All Vehicles

C-28 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - Bicycles

C-29 Wells + Associates, Inc. McLean, Virginia

Pedestrian Volume Survey

PROJECT: Westmont Shopping Center W+A JOB NO: 7298 South Glebe Road - 120 INTERSECTION: S.Glebe Rd. & Alley 1 LOCATION: Arlington County,VA 2 DATE: 9/14/2017 84 0

DAY: Thursday 73Alley North WEATHER: clear 5 COUNTED BY: Muris 6 INPUTED BY: agan South Glebe Road - 120

Time Movement Period 123456781 + 23 + 45 + 67+ 8Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 1 7:15 AM - 7:30 AM 7 7:30 AM - 7:45 AM 4 7:45 AM - 8:00 AM 9 8:00 AM - 8:15 AM 412 8:15 AM - 8:30 AM 22 8:30 AM - 8:45 AM 312 8:45 AM - 9:00 AM 31 9:00 AM - 9:15 AM 3 9:15 AM - 9:30 AM 431 9:30 AM - 9:45 AM 54 9:45 AM - 10:00 AM 11 2 Total 0014500713 AM One Hour Volumes 7:00 AM-8:00 AM0002000010200121 7:15 AM-8:15 AM0002400120240327 7:30 AM-8:30 AM0001900320190524 7:45 AM-8:45 AM0001800440180826 8:00 AM-9:00 AM0001200450120921 8:15 AM-9:15 AM0001100330110617 8:30 AM-9:30 AM0001300440130821 8:45 AM-9:45 AM0001500360150924 9:00 AM-10:00 AM00113003701401024 PM 15 Minute Volumes 4:00 PM - 4:15 PM 11 1 4:15 PM - 4:30 PM 242 4:30 PM - 4:45 PM 37 21 4:45 PM - 5:00 PM 42 2 5:00 PM - 5:15 PM 33 14 5:15 PM - 5:30 PM 41 2 5:30 PM - 5:45 PM 43 23 5:45 PM - 6:00 PM 33 11 6:00 PM - 6:15 PM 82 1 6:15 PM - 6:30 PM 24 6:30 PM - 6:45 PM 53 1 6:45 PM - 7:00 PM 86 21 Total 0 047310 01322 PM One Hour Volumes 4:00 PM-5:00 PM001010007502001232 4:15 PM-5:15 PM001212007902401640 4:30 PM-5:30 PM001413003902701239 4:45 PM-5:45 PM001590031102401438 5:00 PM-6:00 PM0014100041002401438 5:15 PM-6:15 PM00199003702801038 5:30 PM-6:30 PM00178003902501237 5:45 PM-6:45 PM0018800170260834 6:00 PM-7:00 PM00231100270340943

C-30 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - All Vehicles

C-31 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - Bicycles

C-32 Wells + Associates, Inc. McLean, Virginia

Pedestrian Volume Survey

PROJECT: Westmont Shopping Center W+A JOB NO: 7298 South Glebe Road - 120 INTERSECTION: S.Glebe Rd. & Site Entr. 1 LOCATION: Arlington County,VA 2 DATE: 9/14/2017 84 0 DAY: Thursday 73North

WEATHER: clear 5 Entrance Site COUNTED BY: Majda 6 INPUTED BY: agan South Glebe Road - 120

Time Movement Period 123456781 + 23 + 45 + 67+ 8Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 1 7:15 AM - 7:30 AM 24 7:30 AM - 7:45 AM 4 7:45 AM - 8:00 AM 7 8:00 AM - 8:15 AM 1112 8:15 AM - 8:30 AM 2 8:30 AM - 8:45 AM 311 8:45 AM - 9:00 AM 34 9:00 AM - 9:15 AM 31 1 9:15 AM - 9:30 AM 121 9:30 AM - 9:45 AM 5 212 9:45 AM - 10:00 AM 1 Total 003341577 AM One Hour Volumes 7:00 AM-8:00 AM0021600000180018 7:15 AM-8:15 AM0031601020191222 7:30 AM-8:30 AM0011401020151218 7:45 AM-8:45 AM0011301130141419 8:00 AM-9:00 AM001901530101819 8:15 AM-9:15 AM0001110610111719 8:30 AM-9:30 AM0001012620103821 8:45 AM-9:45 AM0001214630125926 9:00 AM-10:00 AM00091424095620 PM 15 Minute Volumes 4:00 PM - 4:15 PM 131 4:15 PM - 4:30 PM 1111 21 4:30 PM - 4:45 PM 63 4:45 PM - 5:00 PM 11 5:00 PM - 5:15 PM 34 12 5:15 PM - 5:30 PM 32 5:30 PM - 5:45 PM 14213 5:45 PM - 6:00 PM 11214 6:00 PM - 6:15 PM 921 6:15 PM - 6:30 PM 132 13 6:30 PM - 6:45 PM 53 21 6:45 PM - 7:00 PM 15624 Total 4 344270 01219 PM One Hour Volumes 4:00 PM-5:00 PM1211600213170323 4:15 PM-5:15 PM1111900332200628 4:30 PM-5:30 PM00131000120230326 4:45 PM-5:45 PM1011900251200728 5:00 PM-6:00 PM201110003922101235 5:15 PM-6:15 PM20176004822301237 5:30 PM-6:30 PM211760051132301642 5:45 PM-6:45 PM11187006922501542 6:00 PM-7:00 PM112211007923301651

C-33 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - All Vehicles

PROJECT: Westmont Shopping Center DATE: 9/14/2017 SOUTHBOUND ROAD: Alley W+A JOB NO: 7298DAY: ThursdayNORTHBOUND ROAD: 0 INTERSECTION: Columbia Pike & AlleyWEATHER: clearWESTBOUND ROAD: Columbia Pike - 244 LOCATION: Arlington County,VACOUNTED BY: SyllaEASTBOUND ROAD: Columbia Pike - 244 INPUTED BY: agan Southbound Westbound Northbound Eastbound North East Time Alley Columbia Pike - 244 0 Columbia Pike - 244 && Total Period Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West AM 15 Minute Volumes 7:00 AM-7:15 AM0000 0000 0000 0000 00 0 7:15 AM-7:30 AM0000 3003 0000 0000 03 3 7:30 AM-7:45 AM0000 7007 0000 0011 08 8 7:45 AM-8:00 AM0033 2002 0000 0011 33 6 8:00 AM-8:15 AM0011 2002 0000 0000 12 3 8:15 AM-8:30 AM1001 8008 0000 0011 19 10 8:30 AM-8:45 AM1012 6006 0000 0011 27 9 8:45 AM-9:00 AM1001 3003 0000 0044 17 8 9:00 AM-9:15 AM5016 1001 0000 0033 64 10 9:15 AM-9:30 AM0011 2002 0000 0000 12 3 9:30 AM-9:45 AM3014 2002 0000 0011 43 7 9:45 AM-10:00 AM2024 3003 0000 0044 47 11 Total 1301023390039 0000 001616235578 AM One Hour Volumes 7:00 AM-8:00 AM00330.251200120.4300000.0000220.5031417 7:15 AM-8:15 AM00440.331400140.5000000.0000220.5041620 7:30 AM-8:30 AM10450.421900190.5900000.0000330.7552227 7:45 AM-8:45 AM20570.581800180.5600000.0000330.7572128 8:00 AM-9:00 AM30250.631900190.5900000.0000660.3852530 8:15 AM-9:15 AM802100.421800180.5600000.0000990.56102737 8:30 AM-9:30 AM703100.421200120.5000000.0000880.50102030 8:45 AM-9:45 AM903120.5080080.6700000.0000880.50121628 9:00 AM-10:00 AM1005150.6380080.6700000.0000880.50151631 PM 15 Minute Volumes 4:00 PM-4:15 PM2068 6006 0000 0000 86 14 4:15 PM-4:30 PM1023 100010 0000 0000 31013 4:30 PM-4:45 PM3003 6006 0000 0022 38 11 4:45 PM-5:00 PM5027 1001 0000 0000 71 8 5:00 PM-5:15 PM4004 3003 0000 0011 44 8 5:15 PM-5:30 PM7007 4004 0000 0000 74 11 5:30 PM-5:45 PM0000 7007 0000 0011 08 8 5:45 PM-6:00 PM7018 5005 0000 0011 86 14 6:00 PM-6:15 PM7018 8008 0000 0000 88 16 6:15 PM-6:30 PM6017 4004 0000 0011 75 12 6:30 PM-6:45 PM4026 5005 0000 0011 66 12 6:45 PM-7:00 PM5005 9009 0000 0000 59 14 Total 5101566680068 0000 0077 6675141 PM One Hour Volumes 4:00 PM-5:00 PM11010210.662300230.5800000.0000220.25212546 4:15 PM-5:15 PM1304170.612000200.5000000.0000330.38172340 4:30 PM-5:30 PM1902210.751400140.5800000.0000330.38211738 4:45 PM-5:45 PM1602180.641500150.5400000.0000220.50181735 5:00 PM-6:00 PM1801190.591900190.6800000.0000330.75192241 5:15 PM-6:15 PM2102230.722400240.7500000.0000220.50232649 5:30 PM-6:30 PM2003230.722400240.7500000.0000330.75232750 5:45 PM-6:45 PM2405290.912200220.6900000.0000330.75292554 6:00 PM-7:00 PM2204260.812600260.7200000.0000220.50262854

C-34 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - Bicycles

PROJECT: Westmont Shopping Center DATE: 9/14/2017 SOUTHBOUND ROAD: Alley W+A JOB NO: 7298 DAY: ThursdayNORTHBOUND ROAD: 0 INTERSECTION: Columbia Pike & Alley WEATHER: clearWESTBOUND ROAD: Columbia Pike - 244 LOCATION: Arlington County,VA COUNTED BY: SyllaEASTBOUND ROAD: Columbia Pike - 244 INPUTED BY: agan Southbound Westbound Northbound Eastbound North East Time Alley Columbia Pike - 244 0 Columbia Pike - 244 & & Total Period Right Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West AM 15 Minute Volumes 7:00 AM - 7:15 AM 0000000 7:15 AM - 7:30 AM 0 2 2 0 002 2 7:30 AM - 7:45 AM 0000000 7:45 AM - 8:00 AM 0 0 0 1 101 1 8:00 AM - 8:15 AM 0 1 1 0 001 1 8:15 AM - 8:30 AM 0 0 1 1 010 1 8:30 AM - 8:45 AM 0000000 8:45 AM - 9:00 AM 0000000 9:00 AM - 9:15 AM 0 0 0 1 101 1 9:15 AM - 9:30 AM 0 1 1 0 001 1 9:30 AM - 9:45 AM 0000000 9:45 AM - 10:00 AM 0000000 Total 000004040011020216 7 AM One Hour Volumes 7:00 AM - 8:00 AM 000002020000010103 3 7:15 AM - 8:15 AM 000003030000010104 4 7:30 AM - 8:30 AM 000001010011010112 3 7:45 AM - 8:45 AM 000001010011010112 3 8:00 AM - 9:00 AM 000001010011000011 2 8:15 AM - 9:15 AM 000000000011010111 2 8:30 AM - 9:30 AM 000001010000010102 2 8:45 AM - 9:45 AM 000001010000010102 2 9:00 AM - 10:00 AM 000001010000010102 2 PM 15 Minute Volumes 4:00 PM - 4:15 PM 0 1 1 0 001 1 4:15 PM - 4:30 PM 0000000 4:30 PM - 4:45 PM 0 1 101 102 2 4:45 PM - 5:00 PM 0000000 5:00 PM - 5:15 PM 0000000 5:15 PM - 5:30 PM 0 0 0 2 202 2 5:30 PM - 5:45 PM 0000000 5:45 PM - 6:00 PM 0000000 6:00 PM - 6:15 PM 0 1 1 0 001 1 6:15 PM - 6:30 PM 0 0 0 2 202 2 6:30 PM - 6:45 PM 0 1 101 102 2 6:45 PM - 7:00 PM 0 0 0 2 202 2 Total 000004040000080801212 PM One Hour Volumes 4:00 PM - 5:00 PM 000002020000010103 3 4:15 PM - 5:15 PM 000001010000010102 2 4:30 PM - 5:30 PM 000001010000030304 4 4:45 PM - 5:45 PM 000000000000020202 2 5:00 PM - 6:00 PM 000000000000020202 2 5:15 PM - 6:15 PM 000001010000020203 3 5:30 PM - 6:30 PM 000001010000020203 3 5:45 PM - 6:45 PM 000002020000030305 5 6:00 PM - 7:00 PM 000002020000050507 7

C-35 Wells + Associates, Inc. McLean, Virginia

Pedestrian Volume Survey

PROJECT: Westmont Shopping Center W+A JOB NO: 7298 Alley INTERSECTION: Columbia Pike & Alley 1 LOCATION: Arlington County,VA 2 DATE: 9/14/2017 84 DAY: Thursday 73North WEATHER: clear 5

COUNTED BY: SyllaColumbia Pike - 244 6 Columbia Pike - 244 INPUTED BY: agan 0

Time Movement Period 123456781 + 23 + 45 + 67+ 8Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 61 7:15 AM - 7:30 AM 123 7:30 AM - 7:45 AM 11 7:45 AM - 8:00 AM 11 111 8:00 AM - 8:15 AM 22 41 8:15 AM - 8:30 AM 132 8:30 AM - 8:45 AM 114 8:45 AM - 9:00 AM 4 9:00 AM - 9:15 AM 23 9:15 AM - 9:30 AM 31 9:30 AM - 9:45 AM 10 9:45 AM - 10:00 AM 22 25 Total 5901462102 AM One Hour Volumes 7:00 AM-8:00 AM1301204004124029 7:15 AM-8:15 AM3501184008122031 7:30 AM-8:30 AM3501164028120231 7:45 AM-8:45 AM3501168028124235 8:00 AM-9:00 AM240098026017225 8:15 AM-9:15 AM0200710022017221 8:30 AM-9:30 AM0100108001018019 8:45 AM-9:45 AM0000194000023023 9:00 AM-10:00 AM2200179004026030 PM 15 Minute Volumes 4:00 PM - 4:15 PM 65 4:15 PM - 4:30 PM 2101 4:30 PM - 4:45 PM 12 76 4:45 PM - 5:00 PM 64 5:00 PM - 5:15 PM 34 5:15 PM - 5:30 PM 146 5:30 PM - 5:45 PM 22 5:45 PM - 6:00 PM 28 6:00 PM - 6:15 PM 143 6:15 PM - 6:30 PM 39 6:30 PM - 6:45 PM 53 6:45 PM - 7:00 PM 134 Total 6200555500 PM One Hour Volumes 4:00 PM-5:00 PM32002916005045050 4:15 PM-5:15 PM32002615005041046 4:30 PM-5:30 PM22002020004040044 4:45 PM-5:45 PM10001516001031032 5:00 PM-6:00 PM10001120001031032 5:15 PM-6:15 PM20001219002031033 5:30 PM-6:30 PM10001122001033034 5:45 PM-6:45 PM10001423001037038 6:00 PM-7:00 PM20001519002034036

C-36 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - All Vehicles

PROJECT: Westmont Shopping Center DATE: 9/14/2017 SOUTHBOUND ROAD: Alley W+A JOB NO: 7298DAY: ThursdayNORTHBOUND ROAD: 0 INTERSECTION: Columbia Pike & AlleyWEATHER: clearWESTBOUND ROAD: Columbia Pike - 244 LOCATION: Arlington County,VACOUNTED BY: MeliEASTBOUND ROAD: Columbia Pike - 244 INPUTED BY: agan Southbound Westbound Northbound Eastbound North East Time Alley Columbia Pike - 244 0 Columbia Pike - 244 && Total Period Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West AM 15 Minute Volumes 7:00 AM-7:15 AM1001 0000 0000 0022 12 3 7:15 AM-7:30 AM1001 0000 0000 0000 10 1 7:30 AM-7:45 AM1001 0000 0000 0000 10 1 7:45 AM-8:00 AM0000 0000 0000 0011 01 1 8:00 AM-8:15 AM0011 1001 0000 0000 11 2 8:15 AM-8:30 AM0000 1001 0000 0000 01 1 8:30 AM-8:45 AM0011 2002 0000 0000 12 3 8:45 AM-9:00 AM0000 2002 0000 0011 03 3 9:00 AM-9:15 AM1001 2002 0000 0011 13 4 9:15 AM-9:30 AM0000 0000 0000 0011 01 1 9:30 AM-9:45 AM1001 0000 0000 0011 11 2 9:45 AM-10:00 AM0000 1001 0000 0000 01 1 Total 5027 9009 0000 0077 71623 AM One Hour Volumes 7:00 AM-8:00 AM30030.7500000.0000000.0000330.3833 6 7:15 AM-8:15 AM20130.7510010.2500000.0000110.2532 5 7:30 AM-8:30 AM10120.5020020.5000000.0000110.2523 5 7:45 AM-8:45 AM00220.5040040.5000000.0000110.2525 7 8:00 AM-9:00 AM00220.5060060.7500000.0000110.2527 9 8:15 AM-9:15 AM10120.5070070.8800000.0000220.5029 11 8:30 AM-9:30 AM10120.5060060.7500000.0000330.7529 11 8:45 AM-9:45 AM20020.5040040.5000000.0000441.0028 10 9:00 AM-10:00 AM20020.5030030.3800000.0000330.7526 8 PM 15 Minute Volumes 4:00 PM-4:15 PM4015 5005 0000 0000 55 10 4:15 PM-4:30 PM2002 1001 0000 0000 21 3 4:30 PM-4:45 PM4004 1001 0000 0011 42 6 4:45 PM-5:00 PM1012 0000 0000 0011 21 3 5:00 PM-5:15 PM4004 0000 0000 0000 40 4 5:15 PM-5:30 PM1001 3003 0000 0000 13 4 5:30 PM-5:45 PM5005 1001 0000 0022 53 8 5:45 PM-6:00 PM90211 1001 0000 0022 11314 6:00 PM-6:15 PM5016 1001 0000 0033 64 10 6:15 PM-6:30 PM3014 1001 0000 0055 46 10 6:30 PM-6:45 PM4026 0000 0000 0033 63 9 6:45 PM-7:00 PM3003 0000 0000 0066 36 9 Total 450853140014 0000 002323533790 PM One Hour Volumes 4:00 PM-5:00 PM1102130.6570070.3500000.0000220.5013922 4:15 PM-5:15 PM1101120.7520020.5000000.0000220.5012416 4:30 PM-5:30 PM1001110.6940040.3300000.0000220.5011617 4:45 PM-5:45 PM1101120.6040040.3300000.0000330.3812719 5:00 PM-6:00 PM1902210.4850050.4200000.0000440.5021930 5:15 PM-6:15 PM2003230.5260060.5000000.0000770.58231336 5:30 PM-6:30 PM2204260.5940041.0000000.000012120.60261642 5:45 PM-6:45 PM2106270.6130030.7500000.000013130.65271643 6:00 PM-7:00 PM1504190.7920020.5000000.000017170.71191938

C-37 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - Bicycles

PROJECT: Westmont Shopping Center DATE: 9/14/2017 SOUTHBOUND ROAD: Alley W+A JOB NO: 7298 DAY: ThursdayNORTHBOUND ROAD: 0 INTERSECTION: Columbia Pike & Alley WEATHER: clearWESTBOUND ROAD: Columbia Pike - 244 LOCATION: Arlington County,VA COUNTED BY: 0EASTBOUND ROAD: Columbia Pike - 244 INPUTED BY: agan Southbound Westbound Northbound Eastbound North East Time Alley Columbia Pike - 244 0 Columbia Pike - 244 & & Total Period Right Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West AM 15 Minute Volumes 7:00 AM - 7:15 AM 0000000 7:15 AM - 7:30 AM 0000000 7:30 AM - 7:45 AM 0000000 7:45 AM - 8:00 AM 0000000 8:00 AM - 8:15 AM 0000000 8:15 AM - 8:30 AM 0000000 8:30 AM - 8:45 AM 0000000 8:45 AM - 9:00 AM 0000000 9:00 AM - 9:15 AM 0000000 9:15 AM - 9:30 AM 0000000 9:30 AM - 9:45 AM 0000000 9:45 AM - 10:00 AM 0000000 Total 000000000000000000 0 AM One Hour Volumes 7:00 AM - 8:00 AM 000000000000000000 0 7:15 AM - 8:15 AM 000000000000000000 0 7:30 AM - 8:30 AM 000000000000000000 0 7:45 AM - 8:45 AM 000000000000000000 0 8:00 AM - 9:00 AM 000000000000000000 0 8:15 AM - 9:15 AM 000000000000000000 0 8:30 AM - 9:30 AM 000000000000000000 0 8:45 AM - 9:45 AM 000000000000000000 0 9:00 AM - 10:00 AM 000000000000000000 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 0000000 4:15 PM - 4:30 PM 0000000 4:30 PM - 4:45 PM 0000000 4:45 PM - 5:00 PM 0000000 5:00 PM - 5:15 PM 0000000 5:15 PM - 5:30 PM 0000000 5:30 PM - 5:45 PM 0000000 5:45 PM - 6:00 PM 0000000 6:00 PM - 6:15 PM 0000000 6:15 PM - 6:30 PM 0000000 6:30 PM - 6:45 PM 0000000 6:45 PM - 7:00 PM 0000000 Total 000000000000000000 0 PM One Hour Volumes 4:00 PM - 5:00 PM 000000000000000000 0 4:15 PM - 5:15 PM 000000000000000000 0 4:30 PM - 5:30 PM 000000000000000000 0 4:45 PM - 5:45 PM 000000000000000000 0 5:00 PM - 6:00 PM 000000000000000000 0 5:15 PM - 6:15 PM 000000000000000000 0 5:30 PM - 6:30 PM 000000000000000000 0 5:45 PM - 6:45 PM 000000000000000000 0 6:00 PM - 7:00 PM 000000000000000000 0

C-38 Wells + Associates, Inc. McLean, Virginia

Pedestrian Volume Survey

PROJECT: Westmont Shopping Center W+A JOB NO: 7298 Alley INTERSECTION: Columbia Pike & Alley 1 LOCATION: Arlington County,VA 2 DATE: 9/14/2017 84 DAY: Thursday 73North WEATHER: clear 5

COUNTED BY: 06Columbia Pike - 244 Columbia Pike - 244 INPUTED BY: agan 0

Time Movement Period 123456781 + 23 + 45 + 67+ 8Total AM 15 Minute Volumes 7:00 AM - 7:15 AM 7:15 AM - 7:30 AM 7:30 AM - 7:45 AM 7:45 AM - 8:00 AM 8:00 AM - 8:15 AM 8:15 AM - 8:30 AM 8:30 AM - 8:45 AM 8:45 AM - 9:00 AM 9:00 AM - 9:15 AM 9:15 AM - 9:30 AM 9:30 AM - 9:45 AM 9:45 AM - 10:00 AM Total 00000000 AM One Hour Volumes 7:00 AM-8:00 AM0000000000000 7:15 AM-8:15 AM0000000000000 7:30 AM-8:30 AM0000000000000 7:45 AM-8:45 AM0000000000000 8:00 AM-9:00 AM0000000000000 8:15 AM-9:15 AM0000000000000 8:30 AM-9:30 AM0000000000000 8:45 AM-9:45 AM0000000000000 9:00 AM-10:00 AM0000000000000 PM 15 Minute Volumes 4:00 PM - 4:15 PM 4:15 PM - 4:30 PM 4:30 PM - 4:45 PM 4:45 PM - 5:00 PM 5:00 PM - 5:15 PM 5:15 PM - 5:30 PM 5:30 PM - 5:45 PM 5:45 PM - 6:00 PM 6:00 PM - 6:15 PM 6:15 PM - 6:30 PM 6:30 PM - 6:45 PM 6:45 PM - 7:00 PM Total 00000000 PM One Hour Volumes 4:00 PM-5:00 PM0000000000000 4:15 PM-5:15 PM0000000000000 4:30 PM-5:30 PM0000000000000 4:45 PM-5:45 PM0000000000000 5:00 PM-6:00 PM0000000000000 5:15 PM-6:15 PM0000000000000 5:30 PM-6:30 PM0000000000000 5:45 PM-6:45 PM0000000000000 6:00 PM-7:00 PM0000000000000

C-39 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - All Vehicles

PROJECT: Westmont Shopping Center DATE: 9/14/2017 SOUTHBOUND ROAD: Alley W+A JOB NO: 7298DAY: ThursdayNORTHBOUND ROAD: Alley INTERSECTION: Service Rd. & AlleyWEATHER: clearWESTBOUND ROAD: Service Road LOCATION: Arlington County,VACOUNTED BY: MeliEASTBOUND ROAD: 0 INPUTED BY: agan Southbound Westbound Northbound Eastbound North East Time Alley Service Road Alley 0 && Total Period Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West AM 15 Minute Volumes 7:00 AM-7:15 AM0000 2002 1001 0000 12 3 7:15 AM-7:30 AM0011 0011 0000 0000 11 2 7:30 AM-7:45 AM0000 0000 0000 0000 00 0 7:45 AM-8:00 AM0000 2002 1102 0000 22 4 8:00 AM-8:15 AM0000 0000 1001 0000 10 1 8:15 AM-8:30 AM0000 0000 0000 0000 00 0 8:30 AM-8:45 AM0000 0000 2002 0000 20 2 8:45 AM-9:00 AM0011 0000 2103 0000 40 4 9:00 AM-9:15 AM0011 0000 2103 0000 40 4 9:15 AM-9:30 AM0000 0000 2002 0000 20 2 9:30 AM-9:45 AM0101 0000 1001 0000 20 2 9:45 AM-10:00 AM0000 1001 0000 0000 01 1 Total 0134 5016 123015 0000 19625 AM One Hour Volumes 7:00 AM-8:00 AM00110.2540150.6321030.3800000.0045 9 7:15 AM-8:15 AM00110.2520130.3821030.3800000.0043 7 7:30 AM-8:30 AM00000.0020020.2521030.3800000.0032 5 7:45 AM-8:45 AM00000.0020020.2541050.6300000.0052 7 8:00 AM-9:00 AM00110.2500000.0051060.5000000.0070 7 8:15 AM-9:15 AM00220.5000000.0062080.6700000.0010010 8:30 AM-9:30 AM00220.5000000.00820100.8300000.0012012 8:45 AM-9:45 AM01230.7500000.0072090.7500000.0012012 9:00 AM-10:00 AM01120.5010010.2551060.5000000.0081 9 PM 15 Minute Volumes 4:00 PM-4:15 PM0000 1023 0101 0000 13 4 4:15 PM-4:30 PM0000 0000 1001 0000 10 1 4:30 PM-4:45 PM0101 0000 2002 0000 30 3 4:45 PM-5:00 PM0000 1001 1001 0000 11 2 5:00 PM-5:15 PM0000 1034 0000 0000 04 4 5:15 PM-5:30 PM0000 3003 2002 0000 23 5 5:30 PM-5:45 PM0000 0011 2103 0000 31 4 5:45 PM-6:00 PM0202 1001 2002 0000 41 5 6:00 PM-6:15 PM0033 1012 2204 0000 72 9 6:15 PM-6:30 PM0000 1001 5106 0000 61 7 6:30 PM-6:45 PM0112 0000 2103 0000 50 5 6:45 PM-7:00 PM0112 1012 4307 0000 92 11 Total 05510100818239032 0000 421860 PM One Hour Volumes 4:00 PM-5:00 PM01010.2520240.3341050.6300000.0064 10 4:15 PM-5:15 PM01010.2520350.3140040.5000000.0055 10 4:30 PM-5:30 PM01010.2550380.5050050.6300000.0068 14 4:45 PM-5:45 PM00000.0050490.5651060.5000000.0069 15 5:00 PM-6:00 PM02020.2550490.5661070.5800000.0099 18 5:15 PM-6:15 PM02350.4250270.58830110.6900000.0016723 5:30 PM-6:30 PM02350.4230250.631140150.6300000.0020525 5:45 PM-6:45 PM03470.5830140.501140150.6300000.0022426 6:00 PM-7:00 PM02570.5830250.631370200.7100000.0027532

C-40 Wells + Associates, Inc. McLean, Virginia

Turning Movement Count - Bicycles

PROJECT: Westmont Shopping Center DATE: 9/14/2017 SOUTHBOUND ROAD: Alley W+A JOB NO: 7298 DAY: ThursdayNORTHBOUND ROAD: Alley INTERSECTION: Service Rd. & Alley WEATHER: clearWESTBOUND ROAD: Service Road LOCATION: Arlington County,VA COUNTED BY: 00EASTBOUND ROAD: INPUTED BY: agan Southbound Westbound Northbound Eastbound North East Time Alley Service Road Alley 0 & & Total Period Right Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West AM 15 Minute Volumes 7:00 AM - 7:15 AM 0000000 7:15 AM - 7:30 AM 0000000 7:30 AM - 7:45 AM 0000000 7:45 AM - 8:00 AM 0000000 8:00 AM - 8:15 AM 0000000 8:15 AM - 8:30 AM 0000000 8:30 AM - 8:45 AM 0000000 8:45 AM - 9:00 AM 0000000 9:00 AM - 9:15 AM 0000000 9:15 AM - 9:30 AM 0000000 9:30 AM - 9:45 AM 0000000 9:45 AM - 10:00 AM 0000000 Total 000000000000000000 0 AM One Hour Volumes 7:00 AM - 8:00 AM 000000000000000000 0 7:15 AM - 8:15 AM 000000000000000000 0 7:30 AM - 8:30 AM 000000000000000000 0 7:45 AM - 8:45 AM 000000000000000000 0 8:00 AM - 9:00 AM 000000000000000000 0 8:15 AM - 9:15 AM 000000000000000000 0 8:30 AM - 9:30 AM 000000000000000000 0 8:45 AM - 9:45 AM 000000000000000000 0 9:00 AM - 10:00 AM 000000000000000000 0 PM 15 Minute Volumes 4:00 PM - 4:15 PM 0000000 4:15 PM - 4:30 PM 0000000 4:30 PM - 4:45 PM 0000000 4:45 PM - 5:00 PM 0000000 5:00 PM - 5:15 PM 0000000 5:15 PM - 5:30 PM 0000000 5:30 PM - 5:45 PM 0000000 5:45 PM - 6:00 PM 0000000 6:00 PM - 6:15 PM 0000000 6:15 PM - 6:30 PM 0000000 6:30 PM - 6:45 PM 0000000 6:45 PM - 7:00 PM 0000000 Total 000000000000000000 0 PM One Hour Volumes 4:00 PM - 5:00 PM 000000000000000000 0 4:15 PM - 5:15 PM 000000000000000000 0 4:30 PM - 5:30 PM 000000000000000000 0 4:45 PM - 5:45 PM 000000000000000000 0 5:00 PM - 6:00 PM 000000000000000000 0 5:15 PM - 6:15 PM 000000000000000000 0 5:30 PM - 6:30 PM 000000000000000000 0 5:45 PM - 6:45 PM 000000000000000000 0 6:00 PM - 7:00 PM 000000000000000000 0

C-41 Wells + Associates, Inc. McLean, Virginia

Pedestrian Volume Survey

PROJECT: Westmont Shopping Center W+A JOB NO: 7298 Alley INTERSECTION: Service Rd. & Alley 1 LOCATION: Arlington County,VA 2 DATE: 9/14/2017 84 0 DAY: Thursday 73North

WEATHER: clear 5 Service Road COUNTED BY: 06 INPUTED BY: agan Alley

C-42 INTERSECTION APPROACH STOPPED DELAY

INTERSECTION S. Glebe Rd. & Site Entr. APPROACH: Southbound Westmont Shopping Center LANE(S): One DIRECTION: Left TIME: 6:00-9:00 AM4-7 PM 7298 WEATHER: Clear COUNTER(S): Majda DATE: 9/12/2017

AM PM Westbound Westbound Ti me Time 7:00 0 16:00 0 1 0 1 0 2 0 2 0 3 0 3 0 4 0 4 0 5 0 5 2 6 0 6 0 7 0 7 0 8 0 8 0 9 0 9 0 10 0 10 0 11 0 11 0 12 0 12 1 13 0 13 0 14 0 14 0 15 0 15 0 16 0 16 0 17 0 17 0 18 0 18 0 19 0 19 0 20 0 20 0 21 0 21 1 22 0 22 0 23 0 23 0 24 0 24 1 25 0 25 0 26 0 26 0 27 1 27 1 28 1 28 0 29 0 29 0 7:30 0 16:30 0 31 0 31 1 32 0 32 0 33 0 33 0 34 0 34 0 35 0 35 0 36 0 36 0 37 0 37 0 38 0 38 0 39 0 39 0 40 0 40 0 41 0 41 0 42 0 42 0 43 0 43 0 44 1 44 0 45 0 45 0 46 0 46 0 47 0 47 0 48 0 48 0 49 0 49 0 50 0 50 0 51 0 51 0 52 0 52 0 53 0 53 0 54 0 54 0 55 0 55 0 56 0 56 0 57 0 57 0 58 0 58 0 59 0 59 0

C-43 Wells & Associates, LLC McLean, Virginia 8:00 0 17:00 0 1 0 1 0 2 0 2 0 3 0 3 0 4 0 4 0 5 0 5 0 6 0 6 2 7 0 7 0 8 0 8 0 9 0 9 0 10 0 10 0 11 0 11 0 12 0 12 0 13 0 13 0 14 0 14 0 15 0 15 1 16 0 16 0 17 0 17 0 18 0 18 0 19 0 19 2 20 0 20 0 21 0 21 0 22 0 22 0 23 0 23 0 24 0 24 0 25 0 25 0 26 0 26 0 27 0 27 0 28 0 28 0 29 1 29 0 8:30 0 17:30 0 31 0 31 0 32 0 32 0 33 0 33 0 34 0 34 0 35 0 35 0 36 0 36 1 37 0 37 0 38 1 38 0 39 0 39 0 40 1 40 0 41 0 41 0 42 0 42 0 43 0 43 0 44 1 44 0 45 0 45 1 46 0 46 0 47 0 47 0 48 0 48 0 49 0 49 0 50 0 50 0 51 1 51 1 52 0 52 0 53 0 53 0 54 0 54 0 55 0 55 1 56 0 56 0 57 0 57 0 58 0 58 0 59 0 59 0

C-44 Wells & Associates, LLC McLean, Virginia 9:00 1 18:00 0 1 0 1 1 2 0 2 0 3 0 3 0 4 0 4 0 5 0 5 0 6 0 6 0 7 0 7 0 8 0 8 0 9 0 9 0 10 0 10 0 11 0 11 2 12 0 12 0 13 0 13 0 14 0 14 0 15 0 15 0 16 0 16 0 17 0 17 0 18 0 18 0 19 0 19 0 20 0 20 0 21 0 21 1 22 0 22 0 23 0 23 0 24 0 24 0 25 0 25 0 26 0 26 0 27 0 27 0 28 0 28 0 29 0 29 0 9:30 0 18:30 0 31 0 31 0 32 0 32 0 33 0 33 0 34 0 34 0 35 0 35 0 36 1 36 0 37 0 37 0 38 0 38 0 39 0 39 0 40 0 40 0 41 1 41 2 42 0 42 0 43 0 43 0 44 0 44 0 45 0 45 0 46 1 46 0 47 0 47 0 48 0 48 0 49 0 49 0 50 0 50 0 51 0 51 0 52 0 52 0 53 0 53 0 54 0 54 0 55 0 55 0 56 0 56 0 57 0 57 0 58 0 58 0 59 0 59 0 10:00 0 19:00 0 Total 12 0 Total 22 0 Maximum 1 0 Maximum 2 0 Average 0.0662983 #DIV/0! Average 0.121547 #DIV/0! 1

C-45 Wells & Associates, LLC McLean, Virginia

Westmont Shopping Center December 14, 2018

APPENDIX D LOS DESCRIPTIONS

Level of Service for Signalized Intersections

Level of service for signalized intersections is defined in terms of delay, which is a measure of driver discomfort and frustration, fuel consumption, and lost travel time. Specifically, level-of-service (LOS) criteria are stated in terms of the average stopped delay per vehicle for a 15-min analysis period. The criteria are given in Exhibit 16-2. Delay may be measured in the field or estimated using procedures presented later in this chapter. Delay is a complex measure and is dependent on a number of variables, including the quality of progression, the cycle length, the green ratio, and the v/c ratio for the lane group in question.

LOS A describes operations with very low delay, up to 10 sec per vehicle. This level of service occurs when progression is extremely favorable and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay.

LOS B describes operations with delay greater than 10 and up to 20 sec per vehicle. This level generally occurs with good progression, short cycle lengths, or both. More vehicles stop than with LOS A, causing higher levels of average delay.

Exhibit 16-2. Level-of-Service Criteria for Signalized Intersections LEVEL OF SERVICE STOPPED DELAY PER VEHICLE (SEC)

A <10.0

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 Westmont Shopping Center December 14, 2018

APPENDIX E EXISITING CONDITIONS SYNCHRO WORKSHEETS

Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S Existing Conditions AM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 356 139 1616 907 v/c Ratio 1.10 0.35 0.76 0.72 Control Delay 124.7 43.8 20.9 21.1 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 124.7 43.8 20.9 21.1 Queue Length 50th (ft) ~365 102 512 273 Queue Length 95th (ft) #545 155 606 342 Internal Link Dist (ft) 269 879 1073 493 Turn Bay Length (ft) Base Capacity (vph) 325 397 2125 1265 Starvation Cap Reductn 0000 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced 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.

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E-1 Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S Existing Conditions AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 156 150 8 5 38 75 4 1494 86 66 711 21 Future Volume (vph) 156 150 8 5 38 75 4 1494 86 66 711 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.5 6.5 6.0 6.0 Lane Util. Factor 1.00 1.00 0.95 0.95 Frpb, ped/bikes 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 0.91 0.99 1.00 Flt Protected 0.98 1.00 1.00 1.00 Satd. Flow (prot) 1583 1471 3503 3506 Flt Permitted 0.73 0.98 0.95 0.56 Satd. Flow (perm) 1183 1446 3339 1989 Peak-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 0.88 Adj. Flow (vph) 177 170 9 6 45 88 4 1524 88 75 808 24 RTOR Reduction (vph) 000000030010 Lane Group Flow (vph) 0 356 0 0 139 0 0 1613 0 0 906 0 Confl. Peds. (#/hr) 1 1 8 5 5 8 Confl. Bikes (#/hr) 5 5 Parking (#/hr) 5 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4422 Permitted Phases 4422 Actuated Green, G (s) 38.5 38.5 89.0 89.0 Effective Green, g (s) 38.5 38.5 89.0 89.0 Actuated g/C Ratio 0.28 0.28 0.64 0.64 Clearance Time (s) 6.5 6.5 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 325 397 2122 1264 v/s Ratio Prot v/s Ratio Perm c0.30 0.10 c0.48 0.46 v/c Ratio 1.10 0.35 0.76 0.72 Uniform Delay, d1 50.8 40.7 18.0 17.1 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 77.9 0.5 2.6 3.5 Delay (s) 128.7 41.3 20.6 20.6 Level of Service F D C C Approach Delay (s) 128.7 41.3 20.6 20.6 Approach LOS F D C C Intersection Summary HCM 2000 Control Delay 34.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.86 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 12.5 Intersection Capacity Utilization 105.4% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group

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E-2 Westmont Shopping Center 2: S. Glebe Rd. & 9th Street S. Existing Conditions AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 6 13 5 3 17 2 1538 11 4 706 14 Future Volume (Veh/h) 27 6 13 5 3 17 2 1538 11 4 706 14 Sign Control Stop Stop Free Free Grade 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 0.90 Hourly flow rate (vph) 32 7 15 6 4 20 2 1809 13 4 784 16 Pedestrians 4 8 2 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 Percent Blockage 0 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 513 1153 pX, platoon unblocked 0.75 0.75 0.90 0.75 0.75 0.70 0.90 0.70 vC, conflicting volume 1734 2638 406 2248 2640 919 804 1830 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 698 1900 107 1381 1902 28 551 1329 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 85 86 98 91 92 97 100 99 cM capacity (veh/h) 220 50 827 66 50 723 907 358 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 54 30 906 918 396 408 Volume Left 32 62040 Volume Right 15 20 0 13 0 16 cSH 178 152 907 1700 358 1700 Volume to Capacity 0.30 0.20 0.00 0.54 0.01 0.24 Queue Length 95th (ft) 30 18 0010 Control Delay (s) 33.7 34.5 0.1 0.0 0.4 0.0 Lane LOS DDA A Approach Delay (s) 33.7 34.5 0.0 0.2 Approach LOS DD Intersection Summary Average Delay 1.1 Intersection Capacity Utilization 57.7% ICU Level of Service B Analysis Period (min) 15

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E-3 Westmont Shopping Center 3: S. Highland St. & 9th Street S./9th Street Existing Conditions AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 10 6 15 7 8 12 126 27 4 41 6 Future Volume (Veh/h) 5 10 6 15 7 8 12 126 27 4 41 6 Sign Control Stop Stop Free Free Grade 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 0.85 Hourly flow rate (vph) 6 12 7 18 8 9 13 142 30 5 48 7 Pedestrians 9 39 6 3 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 4.0 Percent Blockage 1310 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 544 pX, platoon unblocked vC, conflicting volume 270 308 66 302 296 199 64 211 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 270 308 66 302 296 199 64 211 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 99 98 99 97 99 99 99 100 cM capacity (veh/h) 636 575 985 587 584 813 1527 1315 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 25 35 185 60 Volume Left 6 18 13 5 Volume Right 7 9 30 7 cSH 668 631 1527 1315 Volume to Capacity 0.04 0.06 0.01 0.00 Queue Length 95th (ft) 3410 Control Delay (s) 10.6 11.0 0.6 0.7 Lane LOS BBAA Approach Delay (s) 10.6 11.0 0.6 0.7 Approach LOS BB Intersection Summary Average Delay 2.6 Intersection Capacity Utilization 24.8% ICU Level of Service A Analysis Period (min) 15

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E-4 Westmont Shopping Center 4: S. Monroe St. & Columbia Pike Existing Conditions AM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 1560 466 311 62 v/c Ratio 0.66 0.22 1.05 0.28 Control Delay 11.9 4.4 113.6 40.7 Queue Delay 0.2 0.0 1.2 0.0 Total Delay 12.1 4.4 114.8 40.7 Queue Length 50th (ft) 453 40 ~268 35 Queue Length 95th (ft) 548 46 #458 75 Internal Link Dist (ft) 470 120 549 1095 Turn Bay Length (ft) Base Capacity (vph) 2358 2114 296 219 Starvation Cap Reductn 0000 Spillback Cap Reductn 212 0 1 0 Storage Cap Reductn 0000 Reduced v/c Ratio 0.73 0.22 1.05 0.28 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

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E-5 Westmont Shopping Center 4: S. Monroe St. & Columbia Pike Existing Conditions AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 24 1385 57 17 386 12 55 109 116 11 26 15 Future Volume (vph) 24 1385 57 17 386 12 55 109 116 11 26 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 3% -1% -1% 0% Total Lost time (s) 6.5 6.5 6.5 6.5 Lane Util. Factor 0.95 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.99 1.00 0.94 0.96 Flt Protected 1.00 1.00 0.99 0.99 Satd. Flow (prot) 3449 3436 1712 1534 Flt Permitted 0.94 0.84 0.92 0.77 Satd. Flow (perm) 3242 2906 1597 1200 Peak-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 0.85 Adj. Flow (vph) 26 1473 61 19 434 13 61 121 129 13 31 18 RTOR Reduction (vph) 02002002000120 Lane Group Flow (vph) 0 1558 0 0 464 0 0 291 0 0 50 0 Confl. Peds. (#/hr) 16 22 22 16 9 16 16 9 Confl. Bikes (#/hr) 4 2 5 Bus Blockages (#/hr) 0000130000000 Parking (#/hr) 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2684 Permitted Phases 2684 Actuated Green, G (s) 94.5 94.5 22.5 22.5 Effective Green, g (s) 94.5 94.5 22.5 22.5 Actuated g/C Ratio 0.73 0.73 0.17 0.17 Clearance Time (s) 6.5 6.5 6.5 6.5 Vehicle Extension (s) 0.2 0.2 2.0 2.0 Lane Grp Cap (vph) 2356 2112 276 207 v/s Ratio Prot v/s Ratio Perm c0.48 0.16 c0.18 0.04 v/c Ratio 0.66 0.22 1.05 0.24 Uniform Delay, d1 9.3 5.8 53.8 46.4 Progression Factor 1.10 0.73 1.00 1.00 Incremental Delay, d2 1.4 0.2 69.3 0.2 Delay (s) 11.7 4.5 123.1 46.6 Level of Service B A F D Approach Delay (s) 11.7 4.5 123.1 46.6 Approach LOS B A F D Intersection Summary HCM 2000 Control Delay 25.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 89.5% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group

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E-6 Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike Existing Conditions AM

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 305 1238 35 507 77 1129 118 652 68 v/c Ratio 0.73 0.87 0.20 0.41 0.25 0.95 0.62 0.52 0.11 Control Delay 21.8 30.7 24.9 31.2 22.1 56.4 40.0 36.4 0.3 Queue Delay 0.0 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.8 32.6 24.9 31.2 22.1 56.4 40.0 36.4 0.3 Queue Length 50th (ft) 78 535 18 118 37 489 58 235 0 Queue Length 95th (ft) m110 m#671 41 164 77 #612 113 297 0 Internal Link Dist (ft) 178 130 572 166 Turn Bay Length (ft) 230 270 150 120 Base Capacity (vph) 419 1416 181 1232 342 1186 191 1245 639 Starvation Cap Reductn 0 77 0000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced 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.

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E-7 Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike Existing Conditions AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 299 1114 99 33 294 182 75 1069 26 104 574 60 Future Volume (vph) 299 1114 99 33 294 182 75 1069 26 104 574 60 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 1% 0% Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.94 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1762 3262 1770 3273 1759 3503 1770 3539 1539 Flt Permitted 0.32 1.00 0.09 1.00 0.27 1.00 0.09 1.00 1.00 Satd. Flow (perm) 600 3262 167 3273 493 3503 163 3539 1539 Peak-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 0.88 Adj. Flow (vph) 305 1137 101 35 313 194 77 1102 27 118 652 68 RTOR Reduction (vph) 05007500100044 Lane Group Flow (vph) 305 1233 0 35 432 0 77 1128 0 118 652 24 Confl. Peds. (#/hr) 31 36 36 31 11 40 40 11 Confl. Bikes (#/hr) 3 1 Parking (#/hr) 5 5 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 26844 Actuated Green, G (s) 59.7 49.1 45.3 41.7 48.9 42.3 49.7 42.7 42.7 Effective Green, g (s) 62.7 52.1 51.3 44.7 54.9 45.3 55.7 45.7 45.7 Actuated g/C Ratio 0.48 0.40 0.39 0.34 0.42 0.35 0.43 0.35 0.35 Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 0.2 2.0 0.2 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 414 1307 147 1125 301 1220 193 1244 541 v/s Ratio Prot c0.08 c0.38 0.01 0.13 0.02 c0.32 c0.05 0.18 v/s Ratio Perm 0.28 0.08 0.09 0.21 0.02 v/c Ratio 0.74 0.94 0.24 0.38 0.26 0.92 0.61 0.52 0.04 Uniform Delay, d1 22.4 37.5 28.7 32.2 23.7 40.7 29.1 33.5 27.8 Progression Factor 0.59 0.67 1.26 1.24 0.96 0.96 1.00 1.00 1.00 Incremental Delay, d2 4.9 12.8 0.3 1.0 0.2 10.7 4.0 0.2 0.0 Delay (s) 18.1 38.0 36.5 41.0 23.0 49.8 33.1 33.7 27.8 Level of Service BD DD CD CCC Approach Delay (s) 34.1 40.7 48.1 33.1 Approach LOS CDDC Intersection Summary HCM 2000 Control Delay 38.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.90 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 92.8% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group

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E-8 Westmont Shopping Center 6: S. Highland St. Existing Conditions AM

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 2 2 2 163 62 0 Future Volume (Veh/h) 2 2 2 163 62 0 Sign Control Stop Free Free Grade 0% 0% 1% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 2 2 2 192 73 0 Pedestrians 85 1 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 7 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 184 pX, platoon unblocked vC, conflicting volume 354 159 158 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 354 159 158 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 597 823 1321 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 4 194 73 Volume Left 2 2 0 Volume Right 2 0 0 cSH 692 1321 1700 Volume to Capacity 0.01 0.00 0.04 Queue Length 95th (ft) 0 0 0 Control Delay (s) 10.2 0.1 0.0 Lane LOS BA Approach Delay (s) 10.2 0.1 0.0 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 23.1% ICU Level of Service A Analysis Period (min) 15

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E-9 Westmont Shopping Center 7: Columbia Pike & S. Highland St. Existing Conditions AM

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

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E-10 Westmont Shopping Center 7: Columbia Pike & S. Highland St. Existing Conditions AM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 78 1206 496 87 27 37 Future Volume (vph) 78 1206 496 87 27 37 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -1% 1% 1% Total Lost time (s) 6.5 6.5 6.5 Lane Util. Factor 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.99 0.97 Flpb, ped/bikes 1.00 1.00 0.98 Frt 1.00 0.98 0.92 Flt Protected 1.00 1.00 0.98 Satd. Flow (prot) 3429 3323 1597 Flt Permitted 0.84 1.00 0.98 Satd. Flow (perm) 2887 3323 1597 Peak-hour factor, PHF 0.88 0.88 0.93 0.93 0.87 0.87 Adj. Flow (vph) 89 1370 533 94 31 43 RTOR Reduction (vph) 0090390 Lane Group Flow (vph) 0 1459 618 0 35 0 Confl. Peds. (#/hr) 14 14 20 22 Confl. Bikes (#/hr) 2 Bus Blockages (#/hr) 0 16 13 0 0 0 Parking (#/hr) 5 Turn Type Perm NA NA Perm Protected Phases 2 6 Permitted Phases 2 4 Actuated Green, G (s) 103.4 103.4 13.6 Effective Green, g (s) 103.4 103.4 13.6 Actuated g/C Ratio 0.80 0.80 0.10 Clearance Time (s) 6.5 6.5 6.5 Vehicle Extension (s) 0.2 0.2 2.0 Lane Grp Cap (vph) 2296 2643 167 v/s Ratio Prot 0.19 v/s Ratio Perm c0.51 c0.02 v/c Ratio 0.64 0.23 0.21 Uniform Delay, d1 5.5 3.3 53.3 Progression Factor 0.54 0.71 1.00 Incremental Delay, d2 0.9 0.2 0.2 Delay (s) 3.9 2.6 53.5 Level of Service AA D Approach Delay (s) 3.9 2.6 53.5 Approach LOS AA D Intersection Summary HCM 2000 Control Delay 5.2 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 82.5% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group

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E-11 Westmont Shopping Center 8: S. Highland St. & Columbia Pike Existing Conditions AM

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1191 42 12 534 49 64 Future Volume (Veh/h) 1191 42 12 534 49 64 Sign Control Free Free Stop Grade -4% 1% 0% Peak Hour Factor 0.88 0.88 0.93 0.93 0.85 0.85 Hourly flow rate (vph) 1353 48 13 574 58 75 Pedestrians 6 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 153 472 pX, platoon unblocked 0.85 0.88 0.85 vC, conflicting volume 1407 1696 706 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1121 1171 294 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 98 63 87 cM capacity (veh/h) 522 159 592 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 902 499 204 383 133 Volume Left 0 0 13 0 58 Volume Right 0 48 0 0 75 cSH 1700 1700 522 1700 270 Volume to Capacity 0.53 0.29 0.02 0.23 0.49 Queue Length 95th (ft) 002063 Control Delay (s) 0.0 0.0 1.1 0.0 30.5 Lane LOS A D Approach Delay (s) 0.0 0.4 30.5 Approach LOS D Intersection Summary Average Delay 2.0 Intersection Capacity Utilization 47.6% ICU Level of Service A Analysis Period (min) 15

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E-12 Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike Existing Conditions AM

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Group Flow (vph) 100 1238 71 520 87 749 504 25 312 v/c Ratio 0.28 0.85 0.51 0.30 0.24 1.07 0.85 0.45 0.34 Control Delay 11.4 23.3 29.0 18.4 28.1 92.4 43.4 67.7 39.5 Queue Delay 0.0 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.4 24.9 29.0 18.4 28.1 92.4 43.4 67.7 39.5 Queue Length 50th (ft) 28 436 29 126 47 ~697 321 18 111 Queue Length 95th (ft) m53 462 58 164 85 #938 #487 #53 146 Internal Link Dist (ft) 392 330 397 1107 Turn Bay Length (ft) 205 160 100 Base Capacity (vph) 358 1461 140 1741 370 702 594 56 927 Starvation Cap Reductn 0 96 0000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced 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.

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E-13 Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike Existing Conditions AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 94 1148 16 65 414 59 83 712 479 21 216 49 Future Volume (vph) 94 1148 16 65 414 59 83 712 479 21 216 49 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -4% 0% 0% 0% Total Lost time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 0.90 1.00 0.99 Flpb, ped/bikes 0.98 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.98 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1764 3485 1770 3355 1758 1863 1405 1770 3414 Flt Permitted 0.46 1.00 0.07 1.00 0.44 1.00 1.00 0.11 1.00 Satd. Flow (perm) 854 3485 124 3355 816 1863 1405 211 3414 Peak-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 0.85 Adj. Flow (vph) 100 1221 17 71 455 65 87 749 504 25 254 58 RTOR Reduction (vph) 000000000000 Lane Group Flow (vph) 100 1238 0 71 520 0 87 749 504 25 312 0 Confl. Peds. (#/hr) 20 25 25 20 20 68 68 20 Confl. Bikes (#/hr) 5 5 1 Bus Blockages (#/hr) 0 16 0 0 13 0004000 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 2 1 6 3 8 1 4 Permitted Phases 2 6 8 8 4 Actuated Green, G (s) 54.5 54.5 67.5 67.5 49.0 49.0 55.0 35.3 35.3 Effective Green, g (s) 54.5 54.5 67.5 67.5 49.0 49.0 55.0 35.3 35.3 Actuated g/C Ratio 0.42 0.42 0.52 0.52 0.38 0.38 0.42 0.27 0.27 Clearance Time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 0.2 0.2 2.0 0.2 1.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 358 1461 140 1742 359 702 670 57 927 v/s Ratio Prot c0.36 0.02 0.15 0.01 c0.40 c0.03 0.09 v/s Ratio Perm 0.12 0.24 0.08 0.32 0.12 v/c Ratio 0.28 0.85 0.51 0.30 0.24 1.07 0.75 0.44 0.34 Uniform Delay, d1 24.8 34.0 24.3 17.8 26.9 40.5 31.7 39.2 38.0 Progression Factor 0.38 0.52 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.6 5.2 1.1 0.4 0.1 53.2 4.2 2.0 0.1 Delay (s) 11.1 23.0 25.4 18.2 27.0 93.7 36.0 41.1 38.0 Level of Service BC CB CFDDD Approach Delay (s) 22.1 19.1 67.7 38.3 Approach LOS C B E D Intersection Summary HCM 2000 Control Delay 40.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.02 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 27.0 Intersection Capacity Utilization 101.0% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 14

E-14 Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S. Existing Conditions AM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 18 50 1229 747 v/c Ratio 0.07 0.16 0.46 0.31 Control Delay 18.1 11.4 6.2 3.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 18.1 11.4 6.2 3.0 Queue Length 50th (ft) 6 8 62 20 Queue Length 95th (ft) 14 20 279 m50 Internal Link Dist (ft) 83 813 630 572 Turn Bay Length (ft) Base Capacity (vph) 573 685 2688 2427 Starvation Cap Reductn 0000 Spillback Cap Reductn 0 0 71 0 Storage Cap Reductn 0000 Reduced v/c Ratio 0.03 0.07 0.47 0.31 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 15

E-15 Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S. Existing Conditions AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 15 00853081158 2 17 660 25 Future Volume (vph) 15 00853081158 2 17 660 25 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 0% -1% Total Lost time (s) 4.0 4.0 2.5 2.5 Lane Util. Factor 1.00 1.00 0.95 0.95 Frpb, ped/bikes 1.00 0.97 1.00 1.00 Flpb, ped/bikes 0.99 1.00 1.00 1.00 Frt 1.00 0.91 1.00 0.99 Flt Protected 0.95 0.99 1.00 1.00 Satd. Flow (prot) 1748 1626 3537 3305 Flt Permitted 0.72 0.94 0.95 0.92 Satd. Flow (perm) 1333 1547 3364 3035 Peak-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 0.94 Adj. Flow (vph) 18 00963581219 2 18 702 27 RTOR Reduction (vph) 0000240000020 Lane Group Flow (vph) 0 18 0 0 26 0 0 1229 0 0 745 0 Confl. Peds. (#/hr) 17 16 16 17 17 20 20 17 Confl. Bikes (#/hr) 3869 Parking (#/hr) 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4826 Permitted Phases 4826 Actuated Green, G (s) 7.4 7.4 45.1 45.1 Effective Green, g (s) 10.4 10.4 48.1 48.1 Actuated g/C Ratio 0.16 0.16 0.74 0.74 Clearance Time (s) 7.0 7.0 5.5 5.5 Vehicle Extension (s) 2.0 2.0 0.2 0.2 Lane Grp Cap (vph) 213 247 2489 2245 v/s Ratio Prot v/s Ratio Perm 0.01 c0.02 c0.37 0.25 v/c Ratio 0.08 0.11 0.49 0.33 Uniform Delay, d1 23.2 23.3 3.5 2.9 Progression Factor 1.00 1.00 1.00 0.65 Incremental Delay, d2 0.1 0.1 0.7 0.3 Delay (s) 23.3 23.4 4.2 2.2 Level of Service C C A A Approach Delay (s) 23.3 23.4 4.2 2.2 Approach LOS C C A A Intersection Summary HCM 2000 Control Delay 4.1 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.42 Actuated Cycle Length (s) 65.0 Sum of lost time (s) 6.5 Intersection Capacity Utilization 55.7% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 16

E-16 Westmont Shopping Center 11: S. Glebe Rd. & West Alleyway Existing Conditions AM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 3 1548 2 0 743 Future Volume (Veh/h) 0 3 1548 2 0 743 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.95 0.95 0.85 0.85 Hourly flow rate (vph) 0 4 1629 2 0 874 Pedestrians 19 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 2 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 407 1259 pX, platoon unblocked 0.75 0.70 0.70 vC, conflicting volume 2086 834 1650 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1197 0 1067 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 99 100 cM capacity (veh/h) 131 745 446 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 4 1086 545 437 437 Volume Left 00000 Volume Right 40200 cSH 745 1700 1700 1700 1700 Volume to Capacity 0.01 0.64 0.32 0.26 0.26 Queue Length 95th (ft) 00000 Control Delay (s) 9.9 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 9.9 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 17

E-17 Westmont Shopping Center 12: S. Glebe Rd. & West Site Driveway Existing Conditions AM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 12 1538 12 5 738 Future Volume (Veh/h) 0 12 1538 12 5 738 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 0 14 1809 14 6 868 Pedestrians 15 1 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 246 pX, platoon unblocked 0.69 0.69 0.69 vC, conflicting volume 2277 928 1838 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1951 0 1314 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 98 98 cM capacity (veh/h) 38 737 355 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 14 1206 617 6 434 434 Volume Left 000600 Volume Right 14 0 14 0 0 0 cSH 737 1700 1700 355 1700 1700 Volume to Capacity 0.02 0.71 0.36 0.02 0.26 0.26 Queue Length 95th (ft) 100100 Control Delay (s) 10.0 0.0 0.0 15.3 0.0 0.0 Lane LOS A C Approach Delay (s) 10.0 0.0 0.1 Approach LOS A Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 53.2% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 18

E-18 Westmont Shopping Center 13: Columbia Pike & South Site Driveway Existing Conditions AM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 3 1241 508 19 4 1 Future Volume (Veh/h) 3 1241 508 19 4 1 Sign Control Free Free Stop Grade -1% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 4 1460 598 22 5 1 Pedestrians 2 1 8 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 Percent Blockage 0 0 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 210 685 pX, platoon unblocked 0.99 0.64 0.99 vC, conflicting volume 628 1356 320 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 614 393 304 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 99 100 cM capacity (veh/h) 950 370 682 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 491 973 399 221 6 Volume Left 40005 Volume Right 0 0 0 22 1 cSH 950 1700 1700 1700 401 Volume to Capacity 0.00 0.57 0.23 0.13 0.01 Queue Length 95th (ft) 00001 Control Delay (s) 0.1 0.0 0.0 0.0 14.1 Lane LOS A B Approach Delay (s) 0.0 0.0 14.1 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 47.0% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 19

E-19 Westmont Shopping Center 14: Columbia Pike & South Site Alleyway Existing Conditions AM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 1 1244 526 4 1 1 Future Volume (Veh/h) 1 1244 526 4 1 1 Sign Control Free Free Stop Grade -1% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 1 1464 619 5 1 1 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 377 518 pX, platoon unblocked 0.98 0.65 0.98 vC, conflicting volume 624 1356 312 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 576 336 258 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 974 412 726 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 489 976 413 211 2 Volume Left 10001 Volume Right 00051 cSH 974 1700 1700 1700 526 Volume to Capacity 0.00 0.57 0.24 0.12 0.00 Queue Length 95th (ft) 00000 Control Delay (s) 0.0 0.0 0.0 0.0 11.9 Lane LOS A B Approach Delay (s) 0.0 0.0 11.9 Approach LOS B Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 45.1% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 20

E-20 Westmont Shopping Center 15: South Site Alleyway/Site Alleyway & Back Driveway Existing Conditions AM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 021402 Future Volume (Veh/h) 021402 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 021502 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 6 4 6 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 6 4 6 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 1016 1080 1615 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 2 6 2 Volume Left 0 0 0 Volume Right 2 5 0 cSH 1080 1700 1615 Volume to Capacity 0.00 0.00 0.00 Queue Length 95th (ft) 0 0 0 Control Delay (s) 8.3 0.0 0.0 Lane LOS A Approach Delay (s) 8.3 0.0 0.0 Approach LOS A Intersection Summary Average Delay 1.7 Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15

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E-21 Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S Existing Conditions PM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 100 172 1025 1348 v/c Ratio 0.54 0.68 0.42 0.64 Control Delay 58.9 63.1 4.9 11.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 58.9 63.1 4.9 11.4 Queue Length 50th (ft) 78 138 65 264 Queue Length 95th (ft) 123 201 152 420 Internal Link Dist (ft) 228 659 1088 411 Turn Bay Length (ft) Base Capacity (vph) 273 377 2422 2108 Starvation Cap Reductn 0000 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 0.37 0.46 0.42 0.64 Intersection Summary

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 1

E-22 Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S Existing Conditions PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 37 40 9 19 81 53 6 883 33 55 1129 43 Future Volume (vph) 37 40 9 19 81 53 6 883 33 55 1129 43 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.5 6.5 6.0 6.0 Lane Util. Factor 1.00 1.00 0.95 0.95 Frpb, ped/bikes 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.99 0.95 0.99 0.99 Flt Protected 0.98 0.99 1.00 1.00 Satd. Flow (prot) 1569 1530 3510 3503 Flt Permitted 0.66 0.95 0.94 0.82 Satd. Flow (perm) 1063 1464 3313 2881 Peak-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 0.91 Adj. Flow (vph) 43 47 10 21 91 60 7 981 37 60 1241 47 RTOR Reduction (vph) 000000020020 Lane Group Flow (vph) 0 100 0 0 172 0 0 1023 0 0 1346 0 Confl. Peds. (#/hr) 17 17 16 14 14 16 Confl. Bikes (#/hr) 5 1 Parking (#/hr) 5 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4422 Permitted Phases 4422 Actuated Green, G (s) 22.5 22.5 95.0 95.0 Effective Green, g (s) 22.5 22.5 95.0 95.0 Actuated g/C Ratio 0.17 0.17 0.73 0.73 Clearance Time (s) 6.5 6.5 6.0 6.0 Vehicle Extension (s) 5.0 5.0 0.2 0.2 Lane Grp Cap (vph) 183 253 2421 2105 v/s Ratio Prot v/s Ratio Perm 0.09 c0.12 0.31 c0.47 v/c Ratio 0.55 0.68 0.42 0.64 Uniform Delay, d1 49.1 50.4 6.8 8.8 Progression Factor 1.00 1.00 0.59 1.00 Incremental Delay, d2 5.8 9.1 0.4 1.5 Delay (s) 54.9 59.5 4.5 10.4 Level of Service D E A B Approach Delay (s) 54.9 59.5 4.5 10.4 Approach LOS D E A B Intersection Summary HCM 2000 Control Delay 13.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 12.5 Intersection Capacity Utilization 92.3% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 2

E-23 Westmont Shopping Center 2: S. Glebe Rd. & 9th Street S. Existing Conditions PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 8 18 4 12 12 19 6 889 10 5 1116 36 Future Volume (Veh/h) 8 18 4 12 12 19 6 889 10 5 1116 36 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.86 0.86 0.86 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 9 21 5 14 14 22 7 1046 12 6 1313 42 Pedestrians 6 14 2 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 Percent Blockage 1 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 513 1168 pX, platoon unblocked 0.88 0.88 0.83 0.88 0.88 0.80 0.83 0.80 vC, conflicting volume 1918 2438 686 1766 2453 543 1361 1072 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 924 1516 227 752 1533 0 1037 581 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 95 79 99 93 86 97 99 99 cM capacity (veh/h) 165 100 643 210 98 854 553 779 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 35 50 530 535 662 698 Volume Left 9 14 7060 Volume Right 5 22 0 12 0 42 cSH 129 212 553 1700 779 1700 Volume to Capacity 0.27 0.24 0.01 0.31 0.01 0.41 Queue Length 95th (ft) 26 22 1010 Control Delay (s) 43.0 27.1 0.4 0.0 0.2 0.0 Lane LOS EDA A Approach Delay (s) 43.0 27.1 0.2 0.1 Approach LOS ED Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15

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E-24 Westmont Shopping Center 3: S. Highland St. & 9th Street S Existing Conditions PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 12 17 49 22 6 19 65 42 8 67 2 Future Volume (Veh/h) 4 12 17 49 22 6 19 65 42 8 67 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 1% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.88 0.88 0.88 Hourly flow rate (vph) 5 14 20 58 26 7 22 76 49 9 76 2 Pedestrians 8 13 6 1 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 4.0 Percent Blockage 1110 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 544 pX, platoon unblocked vC, conflicting volume 268 285 91 286 262 114 86 138 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 268 285 91 286 262 114 86 138 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 99 98 98 91 96 99 99 99 cM capacity (veh/h) 633 601 955 613 619 927 1500 1430 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 39 91 147 87 Volume Left 5 58 22 9 Volume Right 20 7 49 2 cSH 748 631 1500 1430 Volume to Capacity 0.05 0.14 0.01 0.01 Queue Length 95th (ft) 4 13 1 0 Control Delay (s) 10.1 11.7 1.2 0.8 Lane LOS BBAA Approach Delay (s) 10.1 11.7 1.2 0.8 Approach LOS BB Intersection Summary Average Delay 4.7 Intersection Capacity Utilization 29.5% ICU Level of Service A Analysis Period (min) 15

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E-25 Westmont Shopping Center 4: S. Monroe St. & Columbia Pike Existing Conditions PM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 830 1045 147 147 v/c Ratio 0.34 0.47 0.77 0.72 Control Delay 11.0 4.6 66.6 68.2 Queue Delay 0.0 0.5 0.0 0.0 Total Delay 11.0 5.1 66.6 68.2 Queue Length 50th (ft) 187 106 91 106 Queue Length 95th (ft) 275 m123 164 167 Internal Link Dist (ft) 461 129 549 1096 Turn Bay Length (ft) Base Capacity (vph) 2407 2212 231 253 Starvation Cap Reductn 0 636 0 0 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 0.34 0.66 0.64 0.58 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 5

E-26 Westmont Shopping Center 4: S. Monroe St. & Columbia Pike Existing Conditions PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 11 678 66 51 919 12 42 24 65 16 76 33 Future Volume (vph) 11 678 66 51 919 12 42 24 65 16 76 33 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 3% -1% -1% 0% Total Lost time (s) 6.5 6.5 6.5 6.5 Lane Util. Factor 0.95 0.95 1.00 1.00 Frpb, ped/bikes 0.98 1.00 0.97 0.98 Flpb, ped/bikes 1.00 1.00 0.99 1.00 Frt 0.99 1.00 0.93 0.96 Flt Protected 1.00 1.00 0.98 0.99 Satd. Flow (prot) 3374 3431 1652 1524 Flt Permitted 0.93 0.84 0.70 0.92 Satd. Flow (perm) 3150 2899 1182 1410 Peak-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 0.85 Adj. Flow (vph) 12 745 73 54 978 13 47 27 73 19 89 39 RTOR Reduction (vph) 05000002800100 Lane Group Flow (vph) 0 825 0 0 1045 0 0 119 0 0 137 0 Confl. Peds. (#/hr) 54 57 57 54 37 23 23 37 Confl. Bikes (#/hr) 6 1 1 Bus Blockages (#/hr) 0000130000000 Parking (#/hr) 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2684 Permitted Phases 2684 Actuated Green, G (s) 99.1 99.1 17.9 17.9 Effective Green, g (s) 99.1 99.1 17.9 17.9 Actuated g/C Ratio 0.76 0.76 0.14 0.14 Clearance Time (s) 6.5 6.5 6.5 6.5 Vehicle Extension (s) 0.2 0.2 2.0 2.0 Lane Grp Cap (vph) 2401 2209 162 194 v/s Ratio Prot v/s Ratio Perm 0.26 c0.36 c0.10 0.10 v/c Ratio 0.34 0.47 0.73 0.70 Uniform Delay, d1 5.0 5.7 53.7 53.5 Progression Factor 2.00 0.61 1.00 1.00 Incremental Delay, d2 0.3 0.7 13.6 9.1 Delay (s) 10.3 4.2 67.4 62.6 Level of Service BAEE Approach Delay (s) 10.3 4.2 67.4 62.6 Approach LOS BAEE Intersection Summary HCM 2000 Control Delay 14.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.51 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 82.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 6

E-27 Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike Existing Conditions PM

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 119 700 108 909 209 817 123 963 100 v/c Ratio 0.56 0.60 0.42 0.78 1.09 0.78 0.56 0.91 0.21 Control Delay 32.1 24.2 29.0 39.9 124.1 42.9 35.6 52.6 21.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 32.1 24.2 29.0 39.9 124.1 42.9 35.6 52.6 21.4 Queue Length 50th (ft) 43 163 47 243 ~148 325 55 294 21 Queue Length 95th (ft) m100 186 86 362 #310 277 m119 421 m70 Internal Link Dist (ft) 178 130 576 166 Turn Bay Length (ft) 230 270 150 120 Base Capacity (vph) 224 1160 257 1170 192 1080 249 1143 510 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.53 0.60 0.42 0.78 1.09 0.76 0.49 0.84 0.20 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 7

E-28 Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike Existing Conditions PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 117 542 144 99 756 80 186 693 34 117 915 95 Future Volume (vph) 117 542 144 99 756 80 186 693 34 117 915 95 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 1% 0% Total Lost time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 0.99 1.00 1.00 1.00 1.00 0.93 Flpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 0.99 1.00 0.99 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1768 3158 1760 3458 1761 3480 1766 3539 1478 Flt Permitted 0.13 1.00 0.29 1.00 0.10 1.00 0.16 1.00 1.00 Satd. Flow (perm) 243 3158 532 3458 189 3480 292 3539 1478 Peak-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 0.95 Adj. Flow (vph) 119 553 147 108 822 87 209 779 38 123 963 100 RTOR Reduction (vph) 0 18 00600300034 Lane Group Flow (vph) 119 682 0 108 903 0 209 814 0 123 963 66 Confl. Peds. (#/hr) 56 50 50 56 31 57 57 31 Confl. Bikes (#/hr) 3221 Parking (#/hr) 5 5 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 26844 Actuated Green, G (s) 56.2 47.0 49.8 43.8 49.3 39.3 48.7 39.0 39.0 Effective Green, g (s) 56.2 47.0 49.8 43.8 49.3 39.3 48.7 39.0 39.0 Actuated g/C Ratio 0.43 0.36 0.38 0.34 0.38 0.30 0.37 0.30 0.30 Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 3.0 0.2 2.0 0.2 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 212 1141 260 1165 192 1052 219 1061 443 v/s Ratio Prot c0.04 c0.22 0.02 c0.26 c0.08 0.23 0.04 0.27 v/s Ratio Perm 0.20 0.14 c0.33 0.17 0.04 v/c Ratio 0.56 0.60 0.42 0.78 1.09 0.77 0.56 0.91 0.15 Uniform Delay, d1 26.1 33.8 26.9 38.7 33.0 41.3 29.5 43.8 33.3 Progression Factor 1.04 0.66 1.06 0.89 1.14 0.91 1.21 0.95 1.16 Incremental Delay, d2 3.3 2.3 0.4 4.8 89.4 3.2 1.6 9.3 0.0 Delay (s) 30.3 24.5 28.9 39.1 126.9 40.7 37.2 51.0 38.8 Level of Service CC CD FD DDD Approach Delay (s) 25.3 38.0 58.3 48.5 Approach LOS C D E D Intersection Summary HCM 2000 Control Delay 43.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.91 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 28.0 Intersection Capacity Utilization 89.3% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 8

E-29 Westmont Shopping Center 6: S. Highland St. Existing Conditions PM

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 4 14 14 122 131 2 Future Volume (Veh/h) 4 14 14 122 131 2 Sign Control Stop Free Free Grade 0% 0% 1% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 5 16 16 144 154 2 Pedestrians 55 2 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 5 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 184 pX, platoon unblocked vC, conflicting volume 388 210 211 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 388 210 211 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 98 99 cM capacity (veh/h) 579 792 1297 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 21 160 156 Volume Left 5 16 0 Volume Right 16 0 2 cSH 728 1297 1700 Volume to Capacity 0.03 0.01 0.09 Queue Length 95th (ft) 2 1 0 Control Delay (s) 10.1 0.9 0.0 Lane LOS BA Approach Delay (s) 10.1 0.9 0.0 Approach LOS B Intersection Summary Average Delay 1.0 Intersection Capacity Utilization 28.1% ICU Level of Service A Analysis Period (min) 15

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E-30 Westmont Shopping Center 7: Columbia Pike & S. Highland St. Existing Conditions PM

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

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 10

E-31 Westmont Shopping Center 7: Columbia Pike & S. Highland St. Existing Conditions PM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 35 652 854 101 75 70 Future Volume (vph) 35 652 854 101 75 70 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -1% 1% 1% Total Lost time (s) 6.5 6.5 6.5 Lane Util. Factor 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.99 0.98 Flpb, ped/bikes 1.00 1.00 0.97 Frt 1.00 0.98 0.93 Flt Protected 1.00 1.00 0.97 Satd. Flow (prot) 3431 3331 1609 Flt Permitted 0.83 1.00 0.97 Satd. Flow (perm) 2869 3331 1609 Peak-hour factor, PHF 0.94 0.94 0.89 0.89 0.86 0.86 Adj. Flow (vph) 37 694 960 113 87 81 RTOR Reduction (vph) 0060270 Lane Group Flow (vph) 0 731 1067 0 141 0 Confl. Peds. (#/hr) 38 38 29 16 Confl. Bikes (#/hr) 4 Bus Blockages (#/hr) 0 16 13 0 0 0 Parking (#/hr) 5 Turn Type Perm NA NA Perm Protected Phases 2 6 Permitted Phases 2 4 Actuated Green, G (s) 100.1 100.1 16.9 Effective Green, g (s) 100.1 100.1 16.9 Actuated g/C Ratio 0.77 0.77 0.13 Clearance Time (s) 6.5 6.5 6.5 Vehicle Extension (s) 0.2 0.2 2.0 Lane Grp Cap (vph) 2209 2564 209 v/s Ratio Prot c0.32 v/s Ratio Perm 0.25 c0.09 v/c Ratio 0.33 0.42 0.67 Uniform Delay, d1 4.6 5.1 53.9 Progression Factor 0.43 0.29 1.00 Incremental Delay, d2 0.3 0.4 6.6 Delay (s) 2.4 1.9 60.5 Level of Service AA E Approach Delay (s) 2.4 1.9 60.5 Approach LOS AA E Intersection Summary HCM 2000 Control Delay 7.1 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.45 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 67.5% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 11

E-32 Westmont Shopping Center 8: S. Highland St. & Columbia Pike Existing Conditions PM

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 652 73 69 933 22 55 Future Volume (Veh/h) 652 73 69 933 22 55 Sign Control Free Free Stop Grade -4% 1% 0% Peak Hour Factor 0.94 0.94 0.89 0.89 0.88 0.88 Hourly flow rate (vph) 694 78 78 1048 25 63 Pedestrians 36 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 3 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 153 472 pX, platoon unblocked 0.94 0.84 0.94 vC, conflicting volume 808 1449 422 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 671 845 260 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 91 89 91 cM capacity (veh/h) 836 224 674 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 463 309 427 699 88 Volume Left 0 0 78 0 25 Volume Right 0 78 0 0 63 cSH 1700 1700 836 1700 429 Volume to Capacity 0.27 0.18 0.09 0.41 0.21 Queue Length 95th (ft) 008019 Control Delay (s) 0.0 0.0 2.7 0.0 15.5 Lane LOS A C Approach Delay (s) 0.0 1.0 15.5 Approach LOS C Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 63.1% ICU Level of Service B Analysis Period (min) 15

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E-33 Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike Existing Conditions PM

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Group Flow (vph) 49 782 344 1010 94 394 193 80 699 v/c Ratio 0.28 0.66 0.88 0.55 0.57 0.61 0.27 0.39 0.82 Control Delay 30.0 29.0 45.3 20.6 42.7 39.5 16.0 46.6 54.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.0 29.0 45.3 20.6 42.7 39.5 16.0 46.6 54.7 Queue Length 50th (ft) 22 195 169 287 53 267 75 55 288 Queue Length 95th (ft) m48 240 #330 351 88 347 109 106 362 Internal Link Dist (ft) 392 330 397 380 Turn Bay Length (ft) 205 160 100 Base Capacity (vph) 178 1186 413 1849 165 673 737 215 900 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.28 0.66 0.83 0.55 0.57 0.59 0.26 0.37 0.78 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 13

E-34 Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike Existing Conditions PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 42 607 58 310 853 56 80 335 164 72 560 69 Future Volume (vph) 42 607 58 310 853 56 80 335 164 72 560 69 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -4% 0% 0% 0% Total Lost time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 0.93 1.00 0.99 Flpb, ped/bikes 0.95 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 1.00 0.99 1.00 0.99 1.00 1.00 0.85 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1715 3413 1765 3370 1767 1863 1447 1683 3444 Flt Permitted 0.28 1.00 0.18 1.00 0.14 1.00 1.00 0.47 1.00 Satd. Flow (perm) 512 3413 336 3370 263 1863 1447 826 3444 Peak-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 0.90 Adj. Flow (vph) 49 714 68 344 948 62 94 394 193 80 622 77 RTOR Reduction (vph) 000000000000 Lane Group Flow (vph) 49 782 0 344 1010 0 94 394 193 80 699 0 Confl. Peds. (#/hr) 87 80 80 87 57 63 63 57 Confl. Bikes (#/hr) 2 4 Bus Blockages (#/hr) 0 16 0 0 13 0004000 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 2 1 6 3 8 1 4 Permitted Phases 2 6 8 8 4 Actuated Green, G (s) 45.2 45.2 71.3 71.3 45.2 45.2 64.3 32.3 32.3 Effective Green, g (s) 45.2 45.2 71.3 71.3 45.2 45.2 64.3 32.3 32.3 Actuated g/C Ratio 0.35 0.35 0.55 0.55 0.35 0.35 0.49 0.25 0.25 Clearance Time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 0.2 0.2 2.0 0.2 2.0 2.0 2.0 4.0 4.0 Lane Grp Cap (vph) 178 1186 394 1848 165 647 793 205 855 v/s Ratio Prot 0.23 c0.13 0.30 0.03 c0.21 0.04 c0.20 v/s Ratio Perm 0.10 c0.35 0.17 0.10 0.10 v/c Ratio 0.28 0.66 0.87 0.55 0.57 0.61 0.24 0.39 0.82 Uniform Delay, d1 30.6 35.9 22.4 18.9 31.9 35.1 18.9 40.7 46.1 Progression Factor 0.76 0.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.7 2.8 18.2 1.2 2.7 1.1 0.1 1.7 6.4 Delay (s) 26.9 28.1 40.6 20.1 34.6 36.2 18.9 42.3 52.5 Level of Service CC DC CDBDD Approach Delay (s) 28.0 25.3 31.1 51.4 Approach LOS CCCD Intersection Summary HCM 2000 Control Delay 32.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.89 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 27.0 Intersection Capacity Utilization 89.5% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group

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E-35 Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S. Existing Conditions PM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 34 41 926 1232 v/c Ratio 0.18 0.21 0.35 0.50 Control Delay 17.1 16.8 5.1 8.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 17.1 16.8 5.1 8.4 Queue Length 50th (ft) 7 8 55 173 Queue Length 95th (ft) 21 24 166 273 Internal Link Dist (ft) 83 813 630 576 Turn Bay Length (ft) Base Capacity (vph) 546 566 2646 2449 Starvation Cap Reductn 0000 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 0.06 0.07 0.35 0.50 Intersection Summary

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 15

E-36 Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S. Existing Conditions PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 14 2 14 14 4 17 6 847 8 18 1108 32 Future Volume (vph) 14 2 14 14 4 17 6 847 8 18 1108 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 0% -1% Total Lost time (s) 7.0 7.0 5.5 5.5 Lane Util. Factor 1.00 1.00 0.95 0.95 Frpb, ped/bikes 0.97 0.97 1.00 1.00 Flpb, ped/bikes 0.99 0.99 1.00 1.00 Frt 0.94 0.93 1.00 1.00 Flt Protected 0.98 0.98 1.00 1.00 Satd. Flow (prot) 1638 1643 3530 3310 Flt Permitted 0.83 0.86 0.95 0.94 Satd. Flow (perm) 1391 1436 3346 3099 Peak-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 0.94 Adj. Flow (vph) 16 2 16 16 5 20 6 911 9 19 1179 34 RTOR Reduction (vph) 0 14 0 0 18 0010010 Lane Group Flow (vph) 0 20 0 0 23 0 0 925 0 0 1231 0 Confl. Peds. (#/hr) 30 31 31 30 29 28 28 29 Confl. Bikes (#/hr) 5 5 9 10 Parking (#/hr) 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4826 Permitted Phases 4826 Actuated Green, G (s) 6.1 6.1 46.4 46.4 Effective Green, g (s) 6.1 6.1 46.4 46.4 Actuated g/C Ratio 0.09 0.09 0.71 0.71 Clearance Time (s) 7.0 7.0 5.5 5.5 Vehicle Extension (s) 2.0 2.0 0.2 0.2 Lane Grp Cap (vph) 130 134 2388 2212 v/s Ratio Prot v/s Ratio Perm 0.01 c0.02 0.28 c0.40 v/c Ratio 0.15 0.17 0.39 0.56 Uniform Delay, d1 27.1 27.1 3.7 4.4 Progression Factor 1.00 1.00 1.00 1.50 Incremental Delay, d2 0.2 0.2 0.5 0.6 Delay (s) 27.3 27.3 4.2 7.3 Level of Service C C A A Approach Delay (s) 27.3 27.3 4.2 7.3 Approach LOS C C A A Intersection Summary HCM 2000 Control Delay 6.6 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.51 Actuated Cycle Length (s) 65.0 Sum of lost time (s) 12.5 Intersection Capacity Utilization 66.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group

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E-37 Westmont Shopping Center 11: S. Glebe Rd. & West Alleyway Existing Conditions PM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 10 895 15 0 1156 Future Volume (Veh/h) 0 10 895 15 0 1156 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.87 0.87 0.85 0.85 Hourly flow rate (vph) 0 12 1029 17 0 1360 Pedestrians 28 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 2 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 407 1274 pX, platoon unblocked 0.87 0.79 0.79 vC, conflicting volume 1746 551 1074 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 756 0 574 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 99 100 cM capacity (veh/h) 293 841 772 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 12 686 360 680 680 Volume Left 00000 Volume Right 12 0 17 0 0 cSH 841 1700 1700 1700 1700 Volume to Capacity 0.01 0.40 0.21 0.40 0.40 Queue Length 95th (ft) 10000 Control Delay (s) 9.3 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 9.3 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 35.3% ICU Level of Service A Analysis Period (min) 15

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E-38 Westmont Shopping Center 12: S. Glebe Rd. & West Site Driveway Existing Conditions PM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 43 857 33 29 1127 Future Volume (Veh/h) 0 43 857 33 29 1127 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 0 51 1008 39 34 1326 Pedestrians 23 2 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 246 pX, platoon unblocked 0.79 0.79 0.79 vC, conflicting volume 1782 548 1070 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1455 0 553 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 94 96 cM capacity (veh/h) 89 837 784 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 51 672 375 34 663 663 Volume Left 0 0 0 34 0 0 Volume Right 51 0 39 0 0 0 cSH 837 1700 1700 784 1700 1700 Volume to Capacity 0.06 0.40 0.22 0.04 0.39 0.39 Queue Length 95th (ft) 500300 Control Delay (s) 9.6 0.0 0.0 9.8 0.0 0.0 Lane LOS A A Approach Delay (s) 9.6 0.0 0.2 Approach LOS A Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 41.8% ICU Level of Service A Analysis Period (min) 15

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E-39 Westmont Shopping Center 13: Columbia Pike & South Site Driveway Existing Conditions PM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 2 691 914 24 2 21 Future Volume (Veh/h) 2 691 914 24 2 21 Sign Control Free Free Stop Grade -1% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 2 813 1075 28 2 25 Pedestrians 2 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 210 685 pX, platoon unblocked 0.91 0.88 0.91 vC, conflicting volume 1105 1502 554 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 917 836 310 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 99 96 cM capacity (veh/h) 672 268 622 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 273 542 717 386 27 Volume Left 20002 Volume Right 0 0 0 28 25 cSH 672 1700 1700 1700 567 Volume to Capacity 0.00 0.32 0.42 0.23 0.05 Queue Length 95th (ft) 00004 Control Delay (s) 0.1 0.0 0.0 0.0 11.7 Lane LOS A B Approach Delay (s) 0.0 0.0 11.7 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 36.0% ICU Level of Service A Analysis Period (min) 15

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E-40 Westmont Shopping Center 14: Columbia Pike & South Site Alleyway Existing Conditions PM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 7 686 918 6 3 20 Future Volume (Veh/h) 7 686 918 6 3 20 Sign Control Free Free Stop Grade -1% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 8 807 1080 7 4 24 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 377 518 pX, platoon unblocked 0.90 0.89 0.90 vC, conflicting volume 1087 1503 544 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 883 841 281 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 99 96 cM capacity (veh/h) 688 268 647 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 277 538 720 367 28 Volume Left 80004 Volume Right 000724 cSH 688 1700 1700 1700 538 Volume to Capacity 0.01 0.32 0.42 0.22 0.05 Queue Length 95th (ft) 10004 Control Delay (s) 0.4 0.0 0.0 0.0 12.1 Lane LOS A B Approach Delay (s) 0.1 0.0 12.1 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 35.6% ICU Level of Service A Analysis Period (min) 15

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E-41 Westmont Shopping Center 15: South Site Alleyway/Site Alleyway & Back Driveway Existing Conditions PM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 11 5 5 8 10 5 Future Volume (Veh/h) 11 5 5 8 10 5 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 13 6 6 9 12 6 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 40 10 15 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 40 10 15 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 99 99 cM capacity (veh/h) 964 1071 1603 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 19 15 18 Volume Left 13 0 12 Volume Right 6 9 0 cSH 995 1700 1603 Volume to Capacity 0.02 0.01 0.01 Queue Length 95th (ft) 1 0 1 Control Delay (s) 8.7 0.0 4.9 Lane LOS A A Approach Delay (s) 8.7 0.0 4.9 Approach LOS A Intersection Summary Average Delay 4.9 Intersection Capacity Utilization 17.5% ICU Level of Service A Analysis Period (min) 15

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E-42 Westmont Shopping Center December 14, 2018

APPENDIX F 2020 FUTURE CONDITIONS WITHOUT DEVELOPMENT SYNCHRO WORKSHEETS

Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S Future Conditons without Development AM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 346 130 1658 888 v/c Ratio 0.95 0.34 0.77 0.69 Control Delay 86.9 43.9 20.8 19.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 86.9 43.9 20.8 19.7 Queue Length 50th (ft) 307 95 538 262 Queue Length 95th (ft) #496 157 638 344 Internal Link Dist (ft) 269 879 1078 493 Turn Bay Length (ft) Base Capacity (vph) 376 398 2156 1287 Starvation Cap Reductn 0000 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced 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.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 1

F-1 Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S Future Conditons without Development AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 158 152 8 5 39 76 4 1534 87 67 729 21 Future Volume (vph) 158 152 8 5 39 76 4 1534 87 67 729 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.5 6.5 6.0 6.0 Lane Util. Factor 1.00 1.00 0.95 0.95 Frpb, ped/bikes 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 0.91 0.99 1.00 Flt Protected 0.98 1.00 1.00 1.00 Satd. Flow (prot) 1809 1470 3503 3507 Flt Permitted 0.74 0.98 0.95 0.57 Satd. Flow (perm) 1370 1449 3340 1992 Peak-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 0.92 Adj. Flow (vph) 172 165 9 5 42 83 4 1565 89 73 792 23 RTOR Reduction (vph) 000000030010 Lane Group Flow (vph) 0 346 0 0 130 0 0 1655 0 0 887 0 Confl. Peds. (#/hr) 1 1 8 5 5 8 Confl. Bikes (#/hr) 5 5 Parking (#/hr) 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4422 Permitted Phases 4422 Actuated Green, G (s) 37.2 37.2 90.3 90.3 Effective Green, g (s) 37.2 37.2 90.3 90.3 Actuated g/C Ratio 0.27 0.27 0.64 0.64 Clearance Time (s) 6.5 6.5 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 364 385 2154 1284 v/s Ratio Prot v/s Ratio Perm c0.25 0.09 c0.50 0.45 v/c Ratio 0.95 0.34 0.77 0.69 Uniform Delay, d1 50.5 41.5 17.5 15.9 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 34.4 0.5 2.7 3.1 Delay (s) 84.9 42.0 20.2 19.0 Level of Service F D C B Approach Delay (s) 84.9 42.0 20.2 19.0 Approach LOS F D C B Intersection Summary HCM 2000 Control Delay 28.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.82 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 12.5 Intersection Capacity Utilization 106.9% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 2

F-2 Westmont Shopping Center 2: S. Glebe Rd. & 9th Street S. Future Conditons without Development AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 6 13 5 3 17 2 1578 11 4 724 14 Future Volume (Veh/h) 27 6 13 5 3 17 2 1578 11 4 724 14 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 29 7 14 5 3 18 2 1715 12 4 787 15 Pedestrians 4 8 2 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 Percent Blockage 0 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 513 1158 pX, platoon unblocked 0.73 0.73 0.90 0.73 0.73 0.68 0.90 0.68 vC, conflicting volume 1688 2546 407 2154 2547 872 806 1735 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 599 1769 120 1235 1771 0 563 1149 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 89 88 98 94 95 98 100 99 cM capacity (veh/h) 260 59 814 85 59 736 901 410 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 50 26 860 870 398 408 Volume Left 29 52040 Volume Right 14 18 0 12 0 15 cSH 202 194 901 1700 410 1700 Volume to Capacity 0.25 0.13 0.00 0.51 0.01 0.24 Queue Length 95th (ft) 23 11 0010 Control Delay (s) 28.5 26.5 0.1 0.0 0.3 0.0 Lane LOS DDA A Approach Delay (s) 28.5 26.5 0.0 0.2 Approach LOS DD Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 58.9% ICU Level of Service B Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 3

F-3 Westmont Shopping Center 3: S. Highland St. & 9th Street S Future Conditons without Development AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 10 6 15 7 8 12 128 27 4 42 6 Future Volume (Veh/h) 5 10 6 15 7 8 12 128 27 4 42 6 Sign Control Stop Stop Free Free Grade 0% 0% 0% 1% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 5 11 7 16 8 9 13 139 29 4 46 7 Pedestrians 9 39 6 3 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 4.0 Percent Blockage 1310 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 544 pX, platoon unblocked vC, conflicting volume 262 300 64 294 288 196 62 207 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 262 300 64 294 288 196 62 207 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 99 98 99 97 99 99 99 100 cM capacity (veh/h) 643 582 987 596 590 816 1529 1320 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 23 33 181 57 Volume Left 5 16 13 4 Volume Right 7 9 29 7 cSH 681 641 1529 1320 Volume to Capacity 0.03 0.05 0.01 0.00 Queue Length 95th (ft) 3410 Control Delay (s) 10.5 10.9 0.6 0.6 Lane LOS BBAA Approach Delay (s) 10.5 10.9 0.6 0.6 Approach LOS BB Intersection Summary Average Delay 2.5 Intersection Capacity Utilization 24.8% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 4

F-4 Westmont Shopping Center 4: S. Monroe St. & Columbia Pike Future Conditons without Development AM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 1651 511 310 56 v/c Ratio 0.70 0.24 1.05 0.25 Control Delay 12.3 4.3 113.7 40.1 Queue Delay 0.4 0.0 1.2 0.0 Total Delay 12.7 4.3 114.9 40.1 Queue Length 50th (ft) 512 42 ~266 31 Queue Length 95th (ft) 618 50 #455 74 Internal Link Dist (ft) 461 134 549 1090 Turn Bay Length (ft) Base Capacity (vph) 2358 2129 295 220 Starvation Cap Reductn 0000 Spillback Cap Reductn 274 0 1 0 Storage Cap Reductn 0000 Reduced v/c Ratio 0.79 0.24 1.05 0.25 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 5

F-5 Westmont Shopping Center 4: S. Monroe St. & Columbia Pike Future Conditons without Development AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 24 1469 58 17 442 12 56 111 118 11 26 15 Future Volume (vph) 24 1469 58 17 442 12 56 111 118 11 26 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 3% -1% -1% 0% Total Lost time (s) 6.5 6.5 6.5 6.5 Lane Util. Factor 0.95 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.99 1.00 0.94 0.96 Flt Protected 1.00 1.00 0.99 0.99 Satd. Flow (prot) 3450 3439 1712 1535 Flt Permitted 0.94 0.85 0.92 0.78 Satd. Flow (perm) 3241 2927 1594 1210 Peak-hour factor, PHF 0.94 0.94 0.94 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 26 1563 62 18 480 13 61 121 128 12 28 16 RTOR Reduction (vph) 02001002000110 Lane Group Flow (vph) 0 1649 0 0 510 0 0 290 0 0 45 0 Confl. Peds. (#/hr) 16 22 22 16 9 16 16 9 Confl. Bikes (#/hr) 4 2 5 Bus Blockages (#/hr) 0000130000000 Parking (#/hr) 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2684 Permitted Phases 2684 Actuated Green, G (s) 94.5 94.5 22.5 22.5 Effective Green, g (s) 94.5 94.5 22.5 22.5 Actuated g/C Ratio 0.73 0.73 0.17 0.17 Clearance Time (s) 6.5 6.5 6.5 6.5 Vehicle Extension (s) 0.2 0.2 2.0 2.0 Lane Grp Cap (vph) 2355 2127 275 209 v/s Ratio Prot v/s Ratio Perm c0.51 0.17 c0.18 0.04 v/c Ratio 0.70 0.24 1.06 0.22 Uniform Delay, d1 9.9 5.9 53.8 46.2 Progression Factor 1.07 0.70 1.00 1.00 Incremental Delay, d2 1.6 0.3 69.5 0.2 Delay (s) 12.1 4.3 123.3 46.4 Level of Service B A F D Approach Delay (s) 12.1 4.3 123.3 46.4 Approach LOS B A F D Intersection Summary HCM 2000 Control Delay 24.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 92.2% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 6

F-6 Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike Future Conditons without Development AM

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 327 1349 35 564 86 1146 115 634 74 v/c Ratio 0.82 0.95 0.20 0.46 0.28 0.97 0.60 0.54 0.12 Control Delay 29.6 38.6 25.9 36.0 22.6 58.8 37.8 37.9 0.4 Queue Delay 0.0 8.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.6 46.7 25.9 36.0 22.6 58.8 37.8 37.9 0.4 Queue Length 50th (ft) 82 ~650 19 148 41 498 56 228 0 Queue Length 95th (ft) m#173 m#770 43 191 84 #628 110 297 0 Internal Link Dist (ft) 178 130 572 166 Turn Bay Length (ft) 230 270 150 120 Base Capacity (vph) 398 1415 179 1221 334 1186 193 1171 610 Starvation Cap Reductn 0 70 0000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.82 1.00 0.20 0.46 0.26 0.97 0.60 0.54 0.12 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 7

F-7 Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike Future Conditons without Development AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 320 1206 116 33 344 186 83 1085 26 106 583 68 Future Volume (vph) 320 1206 116 33 344 186 83 1085 26 106 583 68 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 1% 0% Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1764 3258 1770 3294 1759 3504 1770 3539 1539 Flt Permitted 0.29 1.00 0.09 1.00 0.25 1.00 0.09 1.00 1.00 Satd. Flow (perm) 546 3258 162 3294 471 3504 173 3539 1539 Peak-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 0.92 Adj. Flow (vph) 327 1231 118 35 366 198 86 1119 27 115 634 74 RTOR Reduction (vph) 05005600100050 Lane Group Flow (vph) 327 1344 0 35 508 0 86 1145 0 115 634 24 Confl. Peds. (#/hr) 31 36 36 31 11 40 40 11 Confl. Bikes (#/hr) 3 1 Parking (#/hr) 5 5 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 26844 Actuated Green, G (s) 61.0 50.4 46.6 43.0 49.0 41.0 47.0 40.0 40.0 Effective Green, g (s) 64.0 53.4 52.6 46.0 55.0 44.0 53.0 43.0 43.0 Actuated g/C Ratio 0.49 0.41 0.40 0.35 0.42 0.34 0.41 0.33 0.33 Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 0.2 2.0 0.2 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 399 1338 147 1165 308 1185 193 1170 509 v/s Ratio Prot c0.09 c0.41 0.01 0.15 0.02 c0.33 c0.05 0.18 v/s Ratio Perm 0.31 0.08 0.09 0.20 0.02 v/c Ratio 0.82 1.00 0.24 0.44 0.28 0.97 0.60 0.54 0.05 Uniform Delay, d1 23.3 38.3 29.4 32.1 24.0 42.3 30.5 35.5 29.6 Progression Factor 0.63 0.66 1.31 1.27 0.96 0.96 1.00 1.00 1.00 Incremental Delay, d2 9.8 23.3 0.3 1.2 0.2 17.1 3.3 0.3 0.0 Delay (s) 24.6 48.6 39.0 42.0 23.3 57.7 33.7 35.7 29.6 Level of Service CD DD CE CDC Approach Delay (s) 43.9 41.8 55.3 34.9 Approach LOS D D E C Intersection Summary HCM 2000 Control Delay 45.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.96 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 94.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 8

F-8 Westmont Shopping Center 6: S. Highland St. & Service Road Future Conditons without Development AM

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 2 2 2 165 63 0 Future Volume (Veh/h) 2 2 2 165 63 0 Sign Control Stop Free Free Grade 0% 0% 1% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 2 2 2 179 68 0 Pedestrians 85 1 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 7 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 184 pX, platoon unblocked vC, conflicting volume 336 154 153 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 336 154 153 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 612 828 1326 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 4 181 68 Volume Left 2 2 0 Volume Right 2 0 0 cSH 704 1326 1700 Volume to Capacity 0.01 0.00 0.04 Queue Length 95th (ft) 0 0 0 Control Delay (s) 10.1 0.1 0.0 Lane LOS BA Approach Delay (s) 10.1 0.1 0.0 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 23.1% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 9

F-9 Westmont Shopping Center 7: Columbia Pike & S. Highland St. Future Conditons without Development AM

Lane Group EBT WBT SBL Lane Group Flow (vph) 1498 686 70 v/c Ratio 0.64 0.25 0.33 Control Delay 5.5 3.0 27.6 Queue Delay 0.2 0.0 0.0 Total Delay 5.7 3.0 27.6 Queue Length 50th (ft) 68 69 21 Queue Length 95th (ft) m107 73 66 Internal Link Dist (ft) 438 73 104 Turn Bay Length (ft) Base Capacity (vph) 2342 2722 298 Starvation Cap Reductn 221 0 0 Spillback Cap Reductn 128 0 1 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.71 0.25 0.24 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 10

F-10 Westmont Shopping Center 7: Columbia Pike & S. Highland St. Future Conditons without Development AM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 79 1299 550 88 27 38 Future Volume (vph) 79 1299 550 88 27 38 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -1% 1% 1% Total Lost time (s) 6.5 6.5 6.5 Lane Util. Factor 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.99 0.97 Flpb, ped/bikes 1.00 1.00 0.98 Frt 1.00 0.98 0.92 Flt Protected 1.00 1.00 0.98 Satd. Flow (prot) 3430 3331 1596 Flt Permitted 0.84 1.00 0.98 Satd. Flow (perm) 2873 3331 1596 Peak-hour factor, PHF 0.92 0.92 0.93 0.93 0.92 0.92 Adj. Flow (vph) 86 1412 591 95 29 41 RTOR Reduction (vph) 0080370 Lane Group Flow (vph) 0 1498 678 0 33 0 Confl. Peds. (#/hr) 14 14 20 22 Confl. Bikes (#/hr) 2 Bus Blockages (#/hr) 0 16 13 0 0 0 Parking (#/hr) 5 Turn Type Perm NA NA Perm Protected Phases 2 6 Permitted Phases 2 4 Actuated Green, G (s) 103.4 103.4 13.6 Effective Green, g (s) 103.4 103.4 13.6 Actuated g/C Ratio 0.80 0.80 0.10 Clearance Time (s) 6.5 6.5 6.5 Vehicle Extension (s) 0.2 0.2 2.0 Lane Grp Cap (vph) 2285 2649 166 v/s Ratio Prot 0.20 v/s Ratio Perm c0.52 c0.02 v/c Ratio 0.66 0.26 0.20 Uniform Delay, d1 5.7 3.4 53.2 Progression Factor 0.67 0.72 1.00 Incremental Delay, d2 0.8 0.2 0.2 Delay (s) 4.6 2.7 53.4 Level of Service AA D Approach Delay (s) 4.6 2.7 53.4 Approach LOS AA D Intersection Summary HCM 2000 Control Delay 5.5 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 85.1% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 11

F-11 Westmont Shopping Center 8: S. Highland St. & Columbia Pike Future Conditons without Development AM

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1283 44 13 585 54 68 Future Volume (Veh/h) 1283 44 13 585 54 68 Sign Control Free Free Stop Grade -4% 1% 0% Peak Hour Factor 0.92 0.92 0.93 0.93 0.92 0.92 Hourly flow rate (vph) 1395 48 14 629 59 74 Pedestrians 6 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 153 472 pX, platoon unblocked 0.84 0.88 0.84 vC, conflicting volume 1449 1768 728 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1153 1183 294 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 62 87 cM capacity (veh/h) 503 155 587 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 930 513 224 419 133 Volume Left 0 0 14 0 59 Volume Right 0 48 0 0 74 cSH 1700 1700 503 1700 263 Volume to Capacity 0.55 0.30 0.03 0.25 0.51 Queue Length 95th (ft) 002066 Control Delay (s) 0.0 0.0 1.1 0.0 31.9 Lane LOS A D Approach Delay (s) 0.0 0.4 31.9 Approach LOS D Intersection Summary Average Delay 2.0 Intersection Capacity Utilization 50.7% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 12

F-12 Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike Future Conditons without Development AM

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Group Flow (vph) 101 1338 72 569 88 761 512 23 292 v/c Ratio 0.30 0.92 0.52 0.33 0.24 1.08 0.86 0.41 0.32 Control Delay 11.6 27.8 30.5 18.7 28.1 97.8 44.8 64.2 39.2 Queue Delay 0.0 4.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.6 32.5 30.5 18.7 28.1 97.8 44.8 64.2 39.2 Queue Length 50th (ft) 25 471 30 141 48 ~718 328 16 104 Queue Length 95th (ft) m55 #621 61 181 86 #961 #514 #55 147 Internal Link Dist (ft) 392 346 397 393 Turn Bay Length (ft) 205 160 100 Base Capacity (vph) 341 1461 138 1746 380 702 594 56 926 Starvation Cap Reductn 0 86 0000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.30 0.97 0.52 0.33 0.23 1.08 0.86 0.41 0.32 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 13

F-13 Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike Future Conditons without Development AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 95 1242 16 66 464 60 84 723 486 21 219 50 Future Volume (vph) 95 1242 16 66 464 60 84 723 486 21 219 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -4% 0% 0% 0% Total Lost time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 0.90 1.00 0.99 Flpb, ped/bikes 0.98 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.98 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1767 3486 1770 3363 1757 1863 1405 1770 3415 Flt Permitted 0.44 1.00 0.07 1.00 0.46 1.00 1.00 0.11 1.00 Satd. Flow (perm) 815 3486 121 3363 849 1863 1405 211 3415 Peak-hour factor, PHF 0.94 0.94 0.94 0.92 0.92 0.92 0.95 0.95 0.95 0.92 0.92 0.92 Adj. Flow (vph) 101 1321 17 72 504 65 88 761 512 23 238 54 RTOR Reduction (vph) 000000000000 Lane Group Flow (vph) 101 1338 0 72 569 0 88 761 512 23 292 0 Confl. Peds. (#/hr) 20 25 25 20 20 68 68 20 Confl. Bikes (#/hr) 5 5 1 Bus Blockages (#/hr) 0 16 0 0 13 0004000 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 2 1 6 3 8 1 4 Permitted Phases 2 6 8 8 4 Actuated Green, G (s) 54.5 54.5 67.5 67.5 49.0 49.0 55.0 35.3 35.3 Effective Green, g (s) 54.5 54.5 67.5 67.5 49.0 49.0 55.0 35.3 35.3 Actuated g/C Ratio 0.42 0.42 0.52 0.52 0.38 0.38 0.42 0.27 0.27 Clearance Time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 0.2 0.2 2.0 0.2 1.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 341 1461 138 1746 370 702 670 57 927 v/s Ratio Prot c0.38 0.02 0.17 0.01 c0.41 c0.04 0.09 v/s Ratio Perm 0.12 0.24 0.08 0.33 0.11 v/c Ratio 0.30 0.92 0.52 0.33 0.24 1.08 0.76 0.40 0.31 Uniform Delay, d1 25.0 35.6 26.2 18.1 26.9 40.5 32.0 38.7 37.7 Progression Factor 0.38 0.52 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.8 8.8 1.6 0.5 0.1 59.0 4.7 1.7 0.1 Delay (s) 11.3 27.1 27.8 18.6 27.0 99.5 36.6 40.4 37.8 Level of Service BC CB CFDDD Approach Delay (s) 26.0 19.6 71.2 38.0 Approach LOS C B E D Intersection Summary HCM 2000 Control Delay 42.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.06 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 27.0 Intersection Capacity Utilization 104.2% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 14

F-14 Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S. Future Conditons without Development AM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 16 47 1254 775 v/c Ratio 0.06 0.15 0.47 0.32 Control Delay 17.9 11.5 6.3 3.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 17.9 11.5 6.3 3.4 Queue Length 50th (ft) 6 8 64 25 Queue Length 95th (ft) 13 21 288 m47 Internal Link Dist (ft) 83 813 630 572 Turn Bay Length (ft) Base Capacity (vph) 575 682 2689 2428 Starvation Cap Reductn 0000 Spillback Cap Reductn 0 0 78 0 Storage Cap Reductn 0000 Reduced v/c Ratio 0.03 0.07 0.48 0.32 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 15

F-15 Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S. Future Conditons without Development AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 15 00853081182 2 17 686 25 Future Volume (vph) 15 00853081182 2 17 686 25 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 0% -1% Total Lost time (s) 4.0 4.0 2.5 2.5 Lane Util. Factor 1.00 1.00 0.95 0.95 Frpb, ped/bikes 1.00 0.97 1.00 1.00 Flpb, ped/bikes 0.99 1.00 1.00 1.00 Frt 1.00 0.91 1.00 0.99 Flt Protected 0.95 0.99 1.00 1.00 Satd. Flow (prot) 1748 1624 3537 3306 Flt Permitted 0.73 0.94 0.95 0.92 Satd. Flow (perm) 1336 1541 3364 3036 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.95 0.95 0.95 0.94 0.94 0.94 Adj. Flow (vph) 16 00953381244 2 18 730 27 RTOR Reduction (vph) 0000220000020 Lane Group Flow (vph) 0 16 0 0 25 0 0 1254 0 0 773 0 Confl. Peds. (#/hr) 17 16 16 17 17 20 20 17 Confl. Bikes (#/hr) 3869 Parking (#/hr) 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4826 Permitted Phases 4826 Actuated Green, G (s) 7.3 7.3 45.2 45.2 Effective Green, g (s) 10.3 10.3 48.2 48.2 Actuated g/C Ratio 0.16 0.16 0.74 0.74 Clearance Time (s) 7.0 7.0 5.5 5.5 Vehicle Extension (s) 2.0 2.0 0.2 0.2 Lane Grp Cap (vph) 211 244 2494 2251 v/s Ratio Prot v/s Ratio Perm 0.01 c0.02 c0.37 0.25 v/c Ratio 0.08 0.10 0.50 0.34 Uniform Delay, d1 23.3 23.4 3.5 2.9 Progression Factor 1.00 1.00 1.00 0.72 Incremental Delay, d2 0.1 0.1 0.7 0.3 Delay (s) 23.4 23.5 4.2 2.4 Level of Service C C A A Approach Delay (s) 23.4 23.5 4.2 2.4 Approach LOS C C A A Intersection Summary HCM 2000 Control Delay 4.1 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length (s) 65.0 Sum of lost time (s) 6.5 Intersection Capacity Utilization 56.4% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 16

F-16 Westmont Shopping Center 11: S. Glebe Rd. & West Alleyway Future Conditons without Development AM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 3 1588 2 0 761 Future Volume (Veh/h) 0 3 1588 2 0 761 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.95 0.95 0.92 0.92 Hourly flow rate (vph) 0 3 1672 2 0 827 Pedestrians 19 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 2 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 407 1264 pX, platoon unblocked 0.73 0.68 0.68 vC, conflicting volume 2106 856 1693 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1198 0 1081 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 128 727 430 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 3 1115 559 414 414 Volume Left 00000 Volume Right 30200 cSH 727 1700 1700 1700 1700 Volume to Capacity 0.00 0.66 0.33 0.24 0.24 Queue Length 95th (ft) 00000 Control Delay (s) 10.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 10.0 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 54.0% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 17

F-17 Westmont Shopping Center 12: S. Glebe Rd. & West Site Driveway Future Conditons without Development AM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 12 1578 12 5 756 Future Volume (Veh/h) 0 12 1578 12 5 756 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 13 1715 13 5 822 Pedestrians 15 1 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 246 pX, platoon unblocked 0.68 0.68 0.68 vC, conflicting volume 2158 880 1743 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1756 0 1143 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 98 99 cM capacity (veh/h) 50 724 406 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 13 1143 585 5 411 411 Volume Left 000500 Volume Right 13 0 13 0 0 0 cSH 724 1700 1700 406 1700 1700 Volume to Capacity 0.02 0.67 0.34 0.01 0.24 0.24 Queue Length 95th (ft) 100100 Control Delay (s) 10.1 0.0 0.0 14.0 0.0 0.0 Lane LOS B B Approach Delay (s) 10.1 0.0 0.1 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 54.3% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 18

F-18 Westmont Shopping Center 13: Columbia Pike & South Site Driveway Future Conditons without Development AM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 3 1335 563 19 4 1 Future Volume (Veh/h) 3 1335 563 19 4 1 Sign Control Free Free Stop Grade -1% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 3 1451 612 21 4 1 Pedestrians 2 1 8 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 Percent Blockage 0 0 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 210 685 pX, platoon unblocked 0.98 0.61 0.98 vC, conflicting volume 641 1363 326 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 602 180 282 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 99 100 cM capacity (veh/h) 949 475 697 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 487 967 408 225 5 Volume Left 30004 Volume Right 0 0 0 21 1 cSH 949 1700 1700 1700 508 Volume to Capacity 0.00 0.57 0.24 0.13 0.01 Queue Length 95th (ft) 00001 Control Delay (s) 0.1 0.0 0.0 0.0 12.2 Lane LOS A B Approach Delay (s) 0.0 0.0 12.2 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 49.6% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 19

F-19 Westmont Shopping Center 14: Columbia Pike & South Site Alleyway Future Conditons without Development AM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 1 1338 581 4 1 1 Future Volume (Veh/h) 1 1338 581 4 1 1 Sign Control Free Free Stop Grade -1% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 1 1454 632 4 1 1 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 377 518 pX, platoon unblocked 0.97 0.62 0.97 vC, conflicting volume 636 1363 318 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 567 145 240 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 973 514 740 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 486 969 421 215 2 Volume Left 10001 Volume Right 00041 cSH 973 1700 1700 1700 607 Volume to Capacity 0.00 0.57 0.25 0.13 0.00 Queue Length 95th (ft) 00000 Control Delay (s) 0.0 0.0 0.0 0.0 11.0 Lane LOS A B Approach Delay (s) 0.0 0.0 11.0 Approach LOS B Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 20

F-20 Westmont Shopping Center 15: South Site Alleyway/Site Alleyway & Back Driveway Future Conditons without Development AM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 021402 Future Volume (Veh/h) 021402 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 021402 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 5 3 5 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 5 3 5 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 1017 1081 1616 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 2 5 2 Volume Left 0 0 0 Volume Right 2 4 0 cSH 1081 1700 1616 Volume to Capacity 0.00 0.00 0.00 Queue Length 95th (ft) 0 0 0 Control Delay (s) 8.3 0.0 0.0 Lane LOS A Approach Delay (s) 8.3 0.0 0.0 Approach LOS A Intersection Summary Average Delay 1.9 Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 21

F-21 Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S Future Conditions without Development PM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 96 169 1038 1381 v/c Ratio 0.45 0.68 0.43 0.66 Control Delay 53.8 63.1 5.0 11.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 53.8 63.1 5.0 11.7 Queue Length 50th (ft) 74 135 80 275 Queue Length 95th (ft) 122 200 m154 440 Internal Link Dist (ft) 228 879 1079 411 Turn Bay Length (ft) Base Capacity (vph) 318 377 2428 2106 Starvation Cap Reductn 0000 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 0.30 0.45 0.43 0.66 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 1

F-22 Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S Future Conditions without Development PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 38 41 9 19 82 54 6 915 33 56 1170 44 Future Volume (vph) 38 41 9 19 82 54 6 915 33 56 1170 44 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.5 6.5 6.0 6.0 Lane Util. Factor 1.00 1.00 0.95 0.95 Frpb, ped/bikes 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.99 0.95 0.99 0.99 Flt Protected 0.98 0.99 1.00 1.00 Satd. Flow (prot) 1792 1530 3512 3503 Flt Permitted 0.68 0.95 0.94 0.82 Satd. Flow (perm) 1237 1464 3313 2872 Peak-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 0.92 Adj. Flow (vph) 41 45 10 21 89 59 7 995 36 61 1272 48 RTOR Reduction (vph) 000000020020 Lane Group Flow (vph) 0 96 0 0 169 0 0 1036 0 0 1379 0 Confl. Peds. (#/hr) 17 17 16 14 14 16 Confl. Bikes (#/hr) 5 1 Parking (#/hr) 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4422 Permitted Phases 4422 Actuated Green, G (s) 22.3 22.3 95.2 95.2 Effective Green, g (s) 22.3 22.3 95.2 95.2 Actuated g/C Ratio 0.17 0.17 0.73 0.73 Clearance Time (s) 6.5 6.5 6.0 6.0 Vehicle Extension (s) 5.0 5.0 0.2 0.2 Lane Grp Cap (vph) 212 251 2426 2103 v/s Ratio Prot v/s Ratio Perm 0.08 c0.12 0.31 c0.48 v/c Ratio 0.45 0.67 0.43 0.66 Uniform Delay, d1 48.4 50.4 6.8 9.0 Progression Factor 1.00 1.00 0.62 1.00 Incremental Delay, d2 3.2 9.0 0.4 1.6 Delay (s) 51.6 59.4 4.6 10.6 Level of Service D E A B Approach Delay (s) 51.6 59.4 4.6 10.6 Approach LOS D E A B Intersection Summary HCM 2000 Control Delay 12.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.66 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 12.5 Intersection Capacity Utilization 94.6% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 2

F-23 Westmont Shopping Center 2: S. Glebe Rd. & 9th Street S. Future Conditions without Development PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 8 18 4 12 12 19 6 921 10 5 1157 37 Future Volume (Veh/h) 8 18 4 12 12 19 6 921 10 5 1157 37 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 9 20 4 13 13 21 7 1001 11 5 1258 40 Pedestrians 6 14 2 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 Percent Blockage 1 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 513 1159 pX, platoon unblocked 0.89 0.89 0.83 0.89 0.89 0.80 0.83 0.80 vC, conflicting volume 1836 2334 657 1690 2348 520 1304 1026 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 814 1375 168 649 1391 0 950 538 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 96 84 99 95 89 98 99 99 cM capacity (veh/h) 208 124 696 264 121 859 592 813 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 33 47 508 512 634 669 Volume Left 9 13 7050 Volume Right 4 21 0 11 0 40 cSH 157 259 592 1700 813 1700 Volume to Capacity 0.21 0.18 0.01 0.30 0.01 0.39 Queue Length 95th (ft) 19 16 1000 Control Delay (s) 34.0 21.9 0.3 0.0 0.2 0.0 Lane LOS DCA A Approach Delay (s) 34.0 21.9 0.2 0.1 Approach LOS DC Intersection Summary Average Delay 1.0 Intersection Capacity Utilization 47.3% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 3

F-24 Westmont Shopping Center 3: S. Highland St. & 9th Street S Future Conditions without Development PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 12 17 50 22 6 19 66 43 8 68 2 Future Volume (Veh/h) 4 12 17 50 22 6 19 66 43 8 68 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 1% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 4 13 18 54 24 7 21 72 47 9 74 2 Pedestrians 8 13 6 1 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 4.0 Percent Blockage 1110 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 544 pX, platoon unblocked vC, conflicting volume 258 275 89 274 252 110 84 132 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 258 275 89 274 252 110 84 132 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 99 98 98 91 96 99 99 99 cM capacity (veh/h) 645 609 958 626 627 933 1503 1437 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 35 85 140 85 Volume Left 4 54 21 9 Volume Right 18 7 47 2 cSH 755 644 1503 1437 Volume to Capacity 0.05 0.13 0.01 0.01 Queue Length 95th (ft) 4 11 1 0 Control Delay (s) 10.0 11.4 1.2 0.8 Lane LOS ABAA Approach Delay (s) 10.0 11.4 1.2 0.8 Approach LOS AB Intersection Summary Average Delay 4.5 Intersection Capacity Utilization 29.6% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 4

F-25 Westmont Shopping Center 4: S. Monroe St. & Columbia Pike Future Conditions without Development PM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 930 1158 145 137 v/c Ratio 0.38 0.53 0.76 0.68 Control Delay 12.4 4.9 64.9 64.5 Queue Delay 0.0 0.6 0.0 0.0 Total Delay 12.4 5.5 64.9 64.5 Queue Length 50th (ft) 247 124 89 98 Queue Length 95th (ft) 329 m140 164 167 Internal Link Dist (ft) 461 101 549 1096 Turn Bay Length (ft) Base Capacity (vph) 2420 2197 236 256 Starvation Cap Reductn 0 598 0 0 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 0.38 0.72 0.61 0.54 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 5

F-26 Westmont Shopping Center 4: S. Monroe St. & Columbia Pike Future Conditions without Development PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 11 777 67 52 1025 12 43 24 66 16 77 33 Future Volume (vph) 11 777 67 52 1025 12 43 24 66 16 77 33 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 3% -1% -1% 0% Total Lost time (s) 6.5 6.5 6.5 6.5 Lane Util. Factor 0.95 0.95 1.00 1.00 Frpb, ped/bikes 0.98 1.00 0.97 0.98 Flpb, ped/bikes 1.00 1.00 0.99 1.00 Frt 0.99 1.00 0.93 0.96 Flt Protected 1.00 1.00 0.98 0.99 Satd. Flow (prot) 3387 3436 1650 1525 Flt Permitted 0.93 0.83 0.72 0.93 Satd. Flow (perm) 3159 2872 1210 1421 Peak-hour factor, PHF 0.92 0.92 0.92 0.94 0.94 0.94 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 12 845 73 55 1090 13 47 26 72 17 84 36 RTOR Reduction (vph) 04000002900100 Lane Group Flow (vph) 0 926 0 0 1158 0 0 116 0 0 127 0 Confl. Peds. (#/hr) 54 57 57 54 37 23 23 37 Confl. Bikes (#/hr) 6 1 1 Bus Blockages (#/hr) 0000130000000 Parking (#/hr) 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2684 Permitted Phases 2684 Actuated Green, G (s) 99.5 99.5 17.5 17.5 Effective Green, g (s) 99.5 99.5 17.5 17.5 Actuated g/C Ratio 0.77 0.77 0.13 0.13 Clearance Time (s) 6.5 6.5 6.5 6.5 Vehicle Extension (s) 0.2 0.2 2.0 2.0 Lane Grp Cap (vph) 2417 2198 162 191 v/s Ratio Prot v/s Ratio Perm 0.29 c0.40 c0.10 0.09 v/c Ratio 0.38 0.53 0.72 0.66 Uniform Delay, d1 5.1 6.0 53.9 53.4 Progression Factor 2.17 0.60 1.00 1.00 Incremental Delay, d2 0.4 0.9 11.9 6.5 Delay (s) 11.3 4.5 65.8 60.0 Level of Service BAEE Approach Delay (s) 11.3 4.5 65.8 60.0 Approach LOS BAEE Intersection Summary HCM 2000 Control Delay 14.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 87.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 6

F-27 Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike Future Conditions without Development PM

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 140 821 109 1038 230 802 126 978 125 v/c Ratio 0.74 0.71 0.51 0.90 1.20 0.76 0.56 0.91 0.26 Control Delay 58.3 26.2 35.0 50.3 160.2 41.6 34.6 52.3 21.3 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.3 26.3 35.0 50.3 160.2 41.6 34.6 52.3 21.3 Queue Length 50th (ft) 77 180 51 325 ~186 316 55 289 26 Queue Length 95th (ft) #169 238 92 #581 #363 271 m117 433 m85 Internal Link Dist (ft) 178 130 572 166 Turn Bay Length (ft) 230 270 150 120 Base Capacity (vph) 193 1151 213 1151 192 1082 256 1143 518 Starvation Cap Reductn 0 14 0000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.73 0.72 0.51 0.90 1.20 0.74 0.49 0.86 0.24 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 7

F-28 Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike Future Conditions without Development PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 137 641 164 100 873 82 212 703 35 120 929 119 Future Volume (vph) 137 641 164 100 873 82 212 703 35 120 929 119 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 1% 0% Total Lost time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 0.99 1.00 1.00 1.00 1.00 0.93 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 0.99 1.00 0.99 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 3163 1765 3467 1761 3479 1766 3539 1478 Flt Permitted 0.09 1.00 0.22 1.00 0.10 1.00 0.17 1.00 1.00 Satd. Flow (perm) 160 3163 403 3467 187 3479 311 3539 1478 Peak-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 0.95 Adj. Flow (vph) 140 654 167 109 949 89 230 764 38 126 978 125 RTOR Reduction (vph) 0 17 00500300042 Lane Group Flow (vph) 140 804 0 109 1033 0 230 799 0 126 978 83 Confl. Peds. (#/hr) 56 50 50 56 31 57 57 31 Confl. Bikes (#/hr) 3221 Parking (#/hr) 5 5 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 26844 Actuated Green, G (s) 56.2 46.6 49.0 43.0 49.6 39.6 49.2 39.4 39.4 Effective Green, g (s) 56.2 46.6 49.0 43.0 49.6 39.6 49.2 39.4 39.4 Actuated g/C Ratio 0.43 0.36 0.38 0.33 0.38 0.30 0.38 0.30 0.30 Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 3.0 0.2 2.0 0.2 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 188 1133 214 1146 192 1059 227 1072 447 v/s Ratio Prot c0.05 0.25 0.02 c0.30 c0.09 0.23 0.04 0.28 v/s Ratio Perm c0.27 0.17 c0.36 0.17 0.06 v/c Ratio 0.74 0.71 0.51 0.90 1.20 0.75 0.56 0.91 0.19 Uniform Delay, d1 28.7 35.9 28.0 41.5 33.1 40.8 29.0 43.6 33.5 Progression Factor 1.36 0.63 1.16 0.94 1.13 0.90 1.21 0.95 1.16 Incremental Delay, d2 14.4 3.7 0.6 10.6 127.1 2.6 1.3 9.2 0.1 Delay (s) 53.4 26.4 33.0 49.7 164.6 39.5 36.5 50.8 39.0 Level of Service DC CD FD DDD Approach Delay (s) 30.3 48.1 67.4 48.2 Approach LOS C D E D Intersection Summary HCM 2000 Control Delay 48.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.04 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 28.0 Intersection Capacity Utilization 95.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 8

F-29 Westmont Shopping Center 6: S. Highland St. & Back Drvieway Future Conditions without Development PM

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 4 14 14 124 133 2 Future Volume (Veh/h) 4 14 14 124 133 2 Sign Control Stop Free Free Grade 0% 0% 1% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 4 15 15 135 145 2 Pedestrians 55 2 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 5 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 184 pX, platoon unblocked vC, conflicting volume 368 201 202 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 368 201 202 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 98 99 cM capacity (veh/h) 595 801 1307 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 19 150 147 Volume Left 4 15 0 Volume Right 15 0 2 cSH 747 1307 1700 Volume to Capacity 0.03 0.01 0.09 Queue Length 95th (ft) 2 1 0 Control Delay (s) 9.9 0.9 0.0 Lane LOS AA Approach Delay (s) 9.9 0.9 0.0 Approach LOS A Intersection Summary Average Delay 1.0 Intersection Capacity Utilization 28.2% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 9

F-30 Westmont Shopping Center 7: Columbia Pike & S. Highland St. Future Conditions without Development PM

Lane Group EBT WBT SBL Lane Group Flow (vph) 840 1171 160 v/c Ratio 0.38 0.45 0.68 Control Delay 2.2 1.9 57.5 Queue Delay 0.0 0.1 0.0 Total Delay 2.2 2.0 57.5 Queue Length 50th (ft) 47 43 101 Queue Length 95th (ft) 43 51 175 Internal Link Dist (ft) 438 73 104 Turn Bay Length (ft) Base Capacity (vph) 2200 2582 292 Starvation Cap Reductn 0 455 0 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.38 0.55 0.55 Intersection Summary

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 10

F-31 Westmont Shopping Center 7: Columbia Pike & S. Highland St. Future Conditions without Development PM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 36 754 974 103 76 71 Future Volume (vph) 36 754 974 103 76 71 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -1% 1% 1% Total Lost time (s) 6.5 6.5 6.5 Lane Util. Factor 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.99 0.98 Flpb, ped/bikes 1.00 1.00 0.97 Frt 1.00 0.99 0.94 Flt Protected 1.00 1.00 0.97 Satd. Flow (prot) 3433 3340 1610 Flt Permitted 0.83 1.00 0.97 Satd. Flow (perm) 2853 3340 1610 Peak-hour factor, PHF 0.94 0.94 0.92 0.92 0.92 0.92 Adj. Flow (vph) 38 802 1059 112 83 77 RTOR Reduction (vph) 0050270 Lane Group Flow (vph) 0 840 1166 0 133 0 Confl. Peds. (#/hr) 38 38 29 16 Confl. Bikes (#/hr) 4 Bus Blockages (#/hr) 0 16 13 0 0 0 Parking (#/hr) 5 Turn Type Perm NA NA Perm Protected Phases 2 6 Permitted Phases 2 4 Actuated Green, G (s) 100.3 100.3 16.7 Effective Green, g (s) 100.3 100.3 16.7 Actuated g/C Ratio 0.77 0.77 0.13 Clearance Time (s) 6.5 6.5 6.5 Vehicle Extension (s) 0.2 0.2 2.0 Lane Grp Cap (vph) 2201 2576 206 v/s Ratio Prot c0.35 v/s Ratio Perm 0.29 c0.08 v/c Ratio 0.38 0.45 0.65 Uniform Delay, d1 4.8 5.2 53.8 Progression Factor 0.34 0.25 1.00 Incremental Delay, d2 0.4 0.5 5.1 Delay (s) 2.0 1.7 59.0 Level of Service AA E Approach Delay (s) 2.0 1.7 59.0 Approach LOS AA E Intersection Summary HCM 2000 Control Delay 6.1 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.48 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 71.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 11

F-32 Westmont Shopping Center 8: S. Highland St. & Columbia Pike Future Conditions without Development PM

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 749 79 75 1051 25 57 Future Volume (Veh/h) 749 79 75 1051 25 57 Sign Control Free Free Stop Grade -4% 1% 0% Peak Hour Factor 0.94 0.94 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 797 84 82 1142 27 62 Pedestrians 36 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 3 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 153 472 pX, platoon unblocked 0.93 0.82 0.93 vC, conflicting volume 917 1610 476 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 756 901 282 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 89 86 90 cM capacity (veh/h) 766 196 644 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 531 350 463 761 89 Volume Left 0 0 82 0 27 Volume Right 0 84 0 0 62 cSH 1700 1700 766 1700 380 Volume to Capacity 0.31 0.21 0.11 0.45 0.23 Queue Length 95th (ft) 009022 Control Delay (s) 0.0 0.0 3.0 0.0 17.3 Lane LOS A C Approach Delay (s) 0.0 1.1 17.3 Approach LOS C Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 69.6% ICU Level of Service C Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 12

F-33 Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike Future Conditions without Development PM

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Group Flow (vph) 47 829 342 1122 88 370 180 79 693 v/c Ratio 0.30 0.70 0.90 0.60 0.53 0.57 0.25 0.36 0.81 Control Delay 33.3 30.7 50.3 21.8 40.3 38.4 15.6 45.0 54.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 33.3 30.7 50.3 21.8 40.3 38.4 15.6 45.0 54.4 Queue Length 50th (ft) 20 193 182 334 49 247 69 54 285 Queue Length 95th (ft) m49 270 #350 405 88 349 109 104 359 Internal Link Dist (ft) 392 330 397 391 Turn Bay Length (ft) 205 160 100 Base Capacity (vph) 159 1180 398 1856 167 673 736 233 901 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.30 0.70 0.86 0.60 0.53 0.55 0.24 0.34 0.77 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 13

F-34 Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike Future Conditions without Development PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 43 704 59 315 975 57 81 340 166 73 568 70 Future Volume (vph) 43 704 59 315 975 57 81 340 166 73 568 70 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -4% 0% 0% 0% Total Lost time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 0.93 1.00 0.99 Flpb, ped/bikes 0.96 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 1.00 0.99 1.00 0.99 1.00 1.00 0.85 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1728 3422 1766 3377 1767 1863 1448 1677 3444 Flt Permitted 0.25 1.00 0.16 1.00 0.14 1.00 1.00 0.51 1.00 Satd. Flow (perm) 462 3422 293 3377 268 1863 1448 894 3444 Peak-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 0.92 Adj. Flow (vph) 47 765 64 342 1060 62 88 370 180 79 617 76 RTOR Reduction (vph) 000000000000 Lane Group Flow (vph) 47 829 0 342 1122 0 88 370 180 79 693 0 Confl. Peds. (#/hr) 87 80 80 87 57 63 63 57 Confl. Bikes (#/hr) 2 4 Bus Blockages (#/hr) 0 16 0 0 13 0004000 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 2 1 6 3 8 1 4 Permitted Phases 2 6 8 8 4 Actuated Green, G (s) 44.8 44.8 71.4 71.4 45.1 45.1 64.7 32.2 32.2 Effective Green, g (s) 44.8 44.8 71.4 71.4 45.1 45.1 64.7 32.2 32.2 Actuated g/C Ratio 0.34 0.34 0.55 0.55 0.35 0.35 0.50 0.25 0.25 Clearance Time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 0.2 0.2 2.0 0.2 2.0 2.0 2.0 4.0 4.0 Lane Grp Cap (vph) 159 1179 383 1854 166 646 798 221 853 v/s Ratio Prot 0.24 c0.13 0.33 0.03 c0.20 0.03 c0.20 v/s Ratio Perm 0.10 c0.36 0.16 0.09 0.09 v/c Ratio 0.30 0.70 0.89 0.61 0.53 0.57 0.23 0.36 0.81 Uniform Delay, d1 31.1 36.8 26.8 19.8 31.8 34.6 18.5 40.4 46.1 Progression Factor 0.82 0.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.4 3.3 21.7 1.5 1.6 0.8 0.1 1.4 6.2 Delay (s) 30.0 29.9 48.5 21.3 33.4 35.4 18.5 41.7 52.3 Level of Service CC DC CDBDD Approach Delay (s) 29.9 27.6 30.3 51.2 Approach LOS CCCD Intersection Summary HCM 2000 Control Delay 33.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.90 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 27.0 Intersection Capacity Utilization 89.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 14

F-35 Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S. Future Conditions without Development PM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 32 37 964 1269 v/c Ratio 0.17 0.19 0.36 0.52 Control Delay 17.1 16.9 5.1 8.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 17.1 16.9 5.1 8.6 Queue Length 50th (ft) 6 7 57 181 Queue Length 95th (ft) 22 24 176 282 Internal Link Dist (ft) 83 813 630 572 Turn Bay Length (ft) Base Capacity (vph) 548 563 2648 2451 Starvation Cap Reductn 0000 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 0.06 0.07 0.36 0.52 Intersection Summary

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 15

F-36 Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S. Future Conditions without Development PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 14 2 14 14 4 17 6 883 8 18 1143 32 Future Volume (vph) 14 2 14 14 4 17 6 883 8 18 1143 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 0% -1% Total Lost time (s) 7.0 7.0 5.5 5.5 Lane Util. Factor 1.00 1.00 0.95 0.95 Frpb, ped/bikes 0.97 0.97 1.00 1.00 Flpb, ped/bikes 0.99 0.99 1.00 1.00 Frt 0.94 0.93 1.00 1.00 Flt Protected 0.98 0.98 1.00 1.00 Satd. Flow (prot) 1639 1641 3530 3311 Flt Permitted 0.83 0.85 0.95 0.93 Satd. Flow (perm) 1395 1429 3346 3098 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.93 0.93 0.93 0.94 0.94 0.94 Adj. Flow (vph) 15 2 15 15 4 18 6 949 9 19 1216 34 RTOR Reduction (vph) 0 14 0 0 16 0010010 Lane Group Flow (vph) 0 18 0 0 21 0 0 963 0 0 1268 0 Confl. Peds. (#/hr) 30 31 31 30 29 28 28 29 Confl. Bikes (#/hr) 5 5 9 10 Parking (#/hr) 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4826 Permitted Phases 4826 Actuated Green, G (s) 6.1 6.1 46.4 46.4 Effective Green, g (s) 6.1 6.1 46.4 46.4 Actuated g/C Ratio 0.09 0.09 0.71 0.71 Clearance Time (s) 7.0 7.0 5.5 5.5 Vehicle Extension (s) 2.0 2.0 0.2 0.2 Lane Grp Cap (vph) 130 134 2388 2211 v/s Ratio Prot v/s Ratio Perm 0.01 c0.01 0.29 c0.41 v/c Ratio 0.14 0.15 0.40 0.57 Uniform Delay, d1 27.0 27.1 3.7 4.5 Progression Factor 1.00 1.00 1.00 1.51 Incremental Delay, d2 0.2 0.2 0.5 0.6 Delay (s) 27.2 27.3 4.2 7.4 Level of Service C C A A Approach Delay (s) 27.2 27.3 4.2 7.4 Approach LOS C C A A Intersection Summary HCM 2000 Control Delay 6.7 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.52 Actuated Cycle Length (s) 65.0 Sum of lost time (s) 12.5 Intersection Capacity Utilization 67.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 16

F-37 Westmont Shopping Center 11: S. Glebe Rd. & West Alleyway Future Conditions without Development PM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 10 928 15 0 1197 Future Volume (Veh/h) 0 10 928 15 0 1197 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 11 1009 16 0 1301 Pedestrians 28 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 2 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 407 1265 pX, platoon unblocked 0.88 0.80 0.80 vC, conflicting volume 1696 540 1053 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 682 0 563 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 99 100 cM capacity (veh/h) 330 846 784 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 11 673 352 650 650 Volume Left 00000 Volume Right 11 0 16 0 0 cSH 846 1700 1700 1700 1700 Volume to Capacity 0.01 0.40 0.21 0.38 0.38 Queue Length 95th (ft) 10000 Control Delay (s) 9.3 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 9.3 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 36.4% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 17

F-38 Westmont Shopping Center 12: S. Glebe Rd. & West Site Driveway Future Conditions without Development PM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 44 889 33 29 1168 Future Volume (Veh/h) 0 44 889 33 29 1168 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 48 966 36 32 1270 Pedestrians 23 2 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 246 pX, platoon unblocked 0.79 0.79 0.79 vC, conflicting volume 1706 526 1025 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1372 0 515 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 94 96 cM capacity (veh/h) 103 844 816 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 48 644 358 32 635 635 Volume Left 0 0 0 32 0 0 Volume Right 48 0 36 0 0 0 cSH 844 1700 1700 816 1700 1700 Volume to Capacity 0.06 0.38 0.21 0.04 0.37 0.37 Queue Length 95th (ft) 500300 Control Delay (s) 9.5 0.0 0.0 9.6 0.0 0.0 Lane LOS A A Approach Delay (s) 9.5 0.0 0.2 Approach LOS A Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 42.9% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 18

F-39 Westmont Shopping Center 13: Columbia Pike & South Site Driveway Future Conditions without Development PM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 2 793 1035 24 2 21 Future Volume (Veh/h) 2 793 1035 24 2 21 Sign Control Free Free Stop Grade -1% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 2 862 1125 26 2 23 Pedestrians 2 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 210 685 pX, platoon unblocked 0.89 0.85 0.89 vC, conflicting volume 1153 1575 578 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 928 737 282 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 99 96 cM capacity (veh/h) 652 298 636 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 289 575 750 401 25 Volume Left 20002 Volume Right 0 0 0 26 23 cSH 652 1700 1700 1700 583 Volume to Capacity 0.00 0.34 0.44 0.24 0.04 Queue Length 95th (ft) 00003 Control Delay (s) 0.1 0.0 0.0 0.0 11.5 Lane LOS A B Approach Delay (s) 0.0 0.0 11.5 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 39.4% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 19

F-40 Westmont Shopping Center 14: Columbia Pike & South Site Alleyway Future Conditions without Development PM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 7 788 1039 6 3 20 Future Volume (Veh/h) 7 788 1039 6 3 20 Sign Control Free Free Stop Grade -1% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 8 857 1129 7 3 22 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 377 518 pX, platoon unblocked 0.89 0.86 0.89 vC, conflicting volume 1136 1577 568 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 898 747 257 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 99 97 cM capacity (veh/h) 667 295 658 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 294 571 753 383 25 Volume Left 80003 Volume Right 000722 cSH 667 1700 1700 1700 573 Volume to Capacity 0.01 0.34 0.44 0.23 0.04 Queue Length 95th (ft) 10003 Control Delay (s) 0.4 0.0 0.0 0.0 11.6 Lane LOS A B Approach Delay (s) 0.1 0.0 11.6 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 38.9% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 20

F-41 Westmont Shopping Center 15: South Site Alleyway/Site Alleyway & Back Driveway Future Conditions without Development PM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 11 5 5 8 10 5 Future Volume (Veh/h) 11 5 5 8 10 5 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 12 5 5 9 11 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 36 10 14 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 36 10 14 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 100 99 cM capacity (veh/h) 969 1072 1604 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 17 14 16 Volume Left 12 0 11 Volume Right 5 9 0 cSH 997 1700 1604 Volume to Capacity 0.02 0.01 0.01 Queue Length 95th (ft) 1 0 1 Control Delay (s) 8.7 0.0 5.0 Lane LOS A A Approach Delay (s) 8.7 0.0 5.0 Approach LOS A Intersection Summary Average Delay 4.8 Intersection Capacity Utilization 17.5% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 21

F-42 Westmont Shopping Center December 14, 2018

APPENDIX G 2020 FUTURE CONDITIONS WITH DEVELOPMENT SYNCHRO WORKSHEETS

Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S Future Conditions with Development AM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 346 130 1670 887 v/c Ratio 1.05 0.33 0.79 0.71 Control Delay 110.4 43.2 21.9 20.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 110.4 43.2 21.9 20.7 Queue Length 50th (ft) ~341 95 546 264 Queue Length 95th (ft) #539 157 647 347 Internal Link Dist (ft) 269 879 1073 493 Turn Bay Length (ft) Base Capacity (vph) 331 398 2125 1255 Starvation Cap Reductn 0000 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 1.05 0.33 0.79 0.71 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 1

G-1 Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S Future Conditions with Development AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 158 152 8 5 39 76 4 1545 87 67 728 21 Future Volume (vph) 158 152 8 5 39 76 4 1545 87 67 728 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.5 6.5 6.0 6.0 Lane Util. Factor 1.00 1.00 0.95 0.95 Frpb, ped/bikes 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 0.91 0.99 1.00 Flt Protected 0.98 1.00 1.00 1.00 Satd. Flow (prot) 1583 1470 3504 3507 Flt Permitted 0.74 0.98 0.95 0.56 Satd. Flow (perm) 1205 1450 3340 1973 Peak-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 0.92 Adj. Flow (vph) 172 165 9 5 42 83 4 1577 89 73 791 23 RTOR Reduction (vph) 000000030010 Lane Group Flow (vph) 0 346 0 0 130 0 0 1667 0 0 886 0 Confl. Peds. (#/hr) 1 1 8 5 5 8 Confl. Bikes (#/hr) 5 5 Parking (#/hr) 5 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4422 Permitted Phases 4422 Actuated Green, G (s) 38.5 38.5 89.0 89.0 Effective Green, g (s) 38.5 38.5 89.0 89.0 Actuated g/C Ratio 0.28 0.28 0.64 0.64 Clearance Time (s) 6.5 6.5 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 331 398 2123 1254 v/s Ratio Prot v/s Ratio Perm c0.29 0.09 c0.50 0.45 v/c Ratio 1.05 0.33 0.79 0.71 Uniform Delay, d1 50.8 40.4 18.5 16.9 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 61.8 0.5 3.0 3.4 Delay (s) 112.5 40.9 21.6 20.2 Level of Service F D C C Approach Delay (s) 112.5 40.9 21.6 20.2 Approach LOS F D C C Intersection Summary HCM 2000 Control Delay 32.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.86 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 12.5 Intersection Capacity Utilization 106.9% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 2

G-2 Westmont Shopping Center 2: S. Glebe Rd. & 9th Street S. Future Conditions with Development AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 6 13 5 3 17 2 1589 11 4 723 14 Future Volume (Veh/h) 27 6 13 5 3 17 2 1589 11 4 723 14 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 29 7 14 5 3 18 2 1727 12 4 786 15 Pedestrians 4 8 2 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 Percent Blockage 0 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 513 1153 pX, platoon unblocked 0.74 0.74 0.90 0.74 0.74 0.68 0.90 0.68 vC, conflicting volume 1692 2556 406 2166 2558 878 805 1747 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 593 1768 109 1236 1770 0 553 1168 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 89 88 98 94 95 98 100 99 cM capacity (veh/h) 263 60 825 85 59 737 906 403 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 50 26 866 876 397 408 Volume Left 29 52040 Volume Right 14 18 0 12 0 15 cSH 204 194 906 1700 403 1700 Volume to Capacity 0.24 0.13 0.00 0.52 0.01 0.24 Queue Length 95th (ft) 23 11 0010 Control Delay (s) 28.2 26.4 0.1 0.0 0.3 0.0 Lane LOS DDA A Approach Delay (s) 28.2 26.4 0.0 0.2 Approach LOS DD Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 3

G-3 Westmont Shopping Center 3: S. Highland St. & 9th Street S./9th Street Future Conditions with Development AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 10 6 15 7 8 12 128 27 4 44 6 Future Volume (Veh/h) 5 10 6 15 7 8 12 128 27 4 44 6 Sign Control Stop Stop Free Free Grade 0% 0% 0% 1% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 5 11 7 16 8 9 13 139 29 4 48 7 Pedestrians 9 39 6 3 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 4.0 Percent Blockage 1310 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 544 pX, platoon unblocked vC, conflicting volume 264 302 66 296 290 196 64 207 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 264 302 66 296 290 196 64 207 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 99 98 99 97 99 99 99 100 cM capacity (veh/h) 642 580 985 594 588 816 1527 1320 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 23 33 181 59 Volume Left 5 16 13 4 Volume Right 7 9 29 7 cSH 679 640 1527 1320 Volume to Capacity 0.03 0.05 0.01 0.00 Queue Length 95th (ft) 3410 Control Delay (s) 10.5 10.9 0.6 0.5 Lane LOS BBAA Approach Delay (s) 10.5 10.9 0.6 0.5 Approach LOS BB Intersection Summary Average Delay 2.5 Intersection Capacity Utilization 24.8% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 4

G-4 Westmont Shopping Center 4: S. Monroe St. & Columbia Pike Future Conditions with Development AM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 1654 534 310 56 v/c Ratio 0.70 0.25 1.05 0.25 Control Delay 13.1 3.9 113.7 40.1 Queue Delay 0.4 0.0 1.2 0.0 Total Delay 13.5 3.9 114.9 40.1 Queue Length 50th (ft) 500 39 ~266 31 Queue Length 95th (ft) 605 45 #455 74 Internal Link Dist (ft) 470 120 549 1095 Turn Bay Length (ft) Base Capacity (vph) 2355 2134 295 220 Starvation Cap Reductn 0000 Spillback Cap Reductn 265 0 1 0 Storage Cap Reductn 0000 Reduced v/c Ratio 0.79 0.25 1.05 0.25 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 5

G-5 Westmont Shopping Center 4: S. Monroe St. & Columbia Pike Future Conditions with Development AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 24 1472 58 17 463 12 56 111 118 11 26 15 Future Volume (vph) 24 1472 58 17 463 12 56 111 118 11 26 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 3% -1% -1% 0% Total Lost time (s) 6.5 6.5 6.5 6.5 Lane Util. Factor 0.95 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.99 1.00 0.94 0.96 Flt Protected 1.00 1.00 0.99 0.99 Satd. Flow (prot) 3451 3440 1712 1535 Flt Permitted 0.94 0.85 0.92 0.78 Satd. Flow (perm) 3239 2937 1594 1210 Peak-hour factor, PHF 0.94 0.94 0.94 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 26 1566 62 18 503 13 61 121 128 12 28 16 RTOR Reduction (vph) 02001002000110 Lane Group Flow (vph) 0 1652 0 0 533 0 0 290 0 0 45 0 Confl. Peds. (#/hr) 16 22 22 16 9 16 16 9 Confl. Bikes (#/hr) 4 2 5 Bus Blockages (#/hr) 0000130000000 Parking (#/hr) 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2684 Permitted Phases 2684 Actuated Green, G (s) 94.5 94.5 22.5 22.5 Effective Green, g (s) 94.5 94.5 22.5 22.5 Actuated g/C Ratio 0.73 0.73 0.17 0.17 Clearance Time (s) 6.5 6.5 6.5 6.5 Vehicle Extension (s) 0.2 0.2 2.0 2.0 Lane Grp Cap (vph) 2354 2134 275 209 v/s Ratio Prot v/s Ratio Perm c0.51 0.18 c0.18 0.04 v/c Ratio 0.70 0.25 1.06 0.22 Uniform Delay, d1 9.9 5.9 53.8 46.2 Progression Factor 1.13 0.61 1.00 1.00 Incremental Delay, d2 1.7 0.3 69.5 0.2 Delay (s) 12.9 3.9 123.3 46.4 Level of Service B A F D Approach Delay (s) 12.9 3.9 123.3 46.4 Approach LOS B A F D Intersection Summary HCM 2000 Control Delay 25.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 92.3% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 6

G-6 Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike Future Conditions with Development AM

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 331 1348 55 586 86 1144 115 634 74 v/c Ratio 0.85 1.00 0.31 0.48 0.28 0.96 0.60 0.54 0.12 Control Delay 32.5 46.6 28.3 36.6 22.6 58.3 37.8 37.9 0.4 Queue Delay 0.0 14.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 32.5 60.6 28.3 36.6 22.6 58.3 37.8 37.9 0.4 Queue Length 50th (ft) 72 ~652 30 162 41 497 56 228 0 Queue Length 95th (ft) m#169 m#765 59 206 84 #626 110 297 0 Internal Link Dist (ft) 178 130 572 166 Turn Bay Length (ft) 230 270 150 120 Base Capacity (vph) 389 1350 179 1218 334 1187 193 1171 610 Starvation Cap Reductn 0 59 0000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.85 1.04 0.31 0.48 0.26 0.96 0.60 0.54 0.12 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 7

G-7 Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike Future Conditions with Development AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 324 1205 116 52 365 186 83 1084 25 106 583 68 Future Volume (vph) 324 1205 116 52 365 186 83 1084 25 106 583 68 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 1% 0% Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1764 3258 1770 3304 1759 3504 1770 3539 1539 Flt Permitted 0.28 1.00 0.09 1.00 0.25 1.00 0.09 1.00 1.00 Satd. Flow (perm) 522 3258 162 3304 471 3504 173 3539 1539 Peak-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 0.92 Adj. Flow (vph) 331 1230 118 55 388 198 86 1118 26 115 634 74 RTOR Reduction (vph) 05005000100050 Lane Group Flow (vph) 331 1343 0 55 536 0 86 1143 0 115 634 24 Confl. Peds. (#/hr) 31 36 36 31 11 40 40 11 Confl. Bikes (#/hr) 3 1 Parking (#/hr) 5 5 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 26844 Actuated Green, G (s) 60.2 49.2 47.8 43.0 49.0 41.0 47.0 40.0 40.0 Effective Green, g (s) 64.0 52.2 53.8 46.0 55.0 44.0 53.0 43.0 43.0 Actuated g/C Ratio 0.49 0.40 0.41 0.35 0.42 0.34 0.41 0.33 0.33 Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 0.2 2.0 0.2 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 390 1308 163 1169 308 1185 193 1170 509 v/s Ratio Prot c0.09 c0.41 0.02 0.16 0.02 c0.33 c0.05 0.18 v/s Ratio Perm 0.33 0.12 0.09 0.20 0.02 v/c Ratio 0.85 1.03 0.34 0.46 0.28 0.96 0.60 0.54 0.05 Uniform Delay, d1 23.9 38.9 29.6 32.4 24.0 42.2 30.5 35.5 29.6 Progression Factor 0.70 0.64 1.31 1.25 0.97 0.96 1.00 1.00 1.00 Incremental Delay, d2 11.3 28.1 0.4 1.3 0.2 16.9 3.3 0.3 0.0 Delay (s) 28.0 53.0 39.2 41.7 23.3 57.4 33.7 35.7 29.6 Level of Service CD DD CE CDC Approach Delay (s) 48.0 41.4 55.0 34.9 Approach LOS D D E C Intersection Summary HCM 2000 Control Delay 46.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.97 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 94.7% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 8

G-8 Westmont Shopping Center 6: S. Highland St. Future Conditions with Development AM

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 2 2 2 165 63 2 Future Volume (Veh/h) 2 2 2 165 63 2 Sign Control Stop Free Free Grade 0% 0% 1% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 2 2 2 179 68 2 Pedestrians 85 1 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 7 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 184 pX, platoon unblocked vC, conflicting volume 337 155 155 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 337 155 155 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 611 827 1324 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 4 181 70 Volume Left 2 2 0 Volume Right 2 0 2 cSH 703 1324 1700 Volume to Capacity 0.01 0.00 0.04 Queue Length 95th (ft) 0 0 0 Control Delay (s) 10.2 0.1 0.0 Lane LOS BA Approach Delay (s) 10.2 0.1 0.0 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 23.1% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 9

G-9 Westmont Shopping Center 7: Columbia Pike & S. Highland St. Future Conditions with Development AM

Lane Group EBT WBT SBL Lane Group Flow (vph) 1512 683 69 v/c Ratio 0.65 0.25 0.32 Control Delay 5.7 3.0 27.9 Queue Delay 0.2 0.0 0.0 Total Delay 5.9 3.0 27.9 Queue Length 50th (ft) 73 69 21 Queue Length 95th (ft) m85 72 66 Internal Link Dist (ft) 438 73 104 Turn Bay Length (ft) Base Capacity (vph) 2344 2722 297 Starvation Cap Reductn 220 0 0 Spillback Cap Reductn 138 0 1 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.71 0.25 0.23 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 10

G-10 Westmont Shopping Center 7: Columbia Pike & S. Highland St. Future Conditions with Development AM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 79 1312 547 88 27 37 Future Volume (vph) 79 1312 547 88 27 37 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -1% 1% 1% Total Lost time (s) 6.5 6.5 6.5 Lane Util. Factor 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.99 0.97 Flpb, ped/bikes 1.00 1.00 0.98 Frt 1.00 0.98 0.92 Flt Protected 1.00 1.00 0.98 Satd. Flow (prot) 3430 3331 1597 Flt Permitted 0.84 1.00 0.98 Satd. Flow (perm) 2878 3331 1597 Peak-hour factor, PHF 0.92 0.92 0.93 0.93 0.92 0.92 Adj. Flow (vph) 86 1426 588 95 29 40 RTOR Reduction (vph) 0080360 Lane Group Flow (vph) 0 1512 675 0 33 0 Confl. Peds. (#/hr) 14 14 20 22 Confl. Bikes (#/hr) 2 Bus Blockages (#/hr) 0 16 13 0 0 0 Parking (#/hr) 5 Turn Type Perm NA NA Perm Protected Phases 2 6 Permitted Phases 2 4 Actuated Green, G (s) 103.4 103.4 13.6 Effective Green, g (s) 103.4 103.4 13.6 Actuated g/C Ratio 0.80 0.80 0.10 Clearance Time (s) 6.5 6.5 6.5 Vehicle Extension (s) 0.2 0.2 2.0 Lane Grp Cap (vph) 2289 2649 167 v/s Ratio Prot 0.20 v/s Ratio Perm c0.53 c0.02 v/c Ratio 0.66 0.25 0.20 Uniform Delay, d1 5.7 3.4 53.2 Progression Factor 0.70 0.72 1.00 Incremental Delay, d2 0.7 0.2 0.2 Delay (s) 4.7 2.7 53.4 Level of Service AA D Approach Delay (s) 4.7 2.7 53.4 Approach LOS AA D Intersection Summary HCM 2000 Control Delay 5.6 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.61 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 85.5% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 11

G-11 Westmont Shopping Center 8: S. Highland St. & Columbia Pike Future Conditions with Development AM

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1296 44 13 583 53 68 Future Volume (Veh/h) 1296 44 13 583 53 68 Sign Control Free Free Stop Grade -4% 1% 0% Peak Hour Factor 0.92 0.92 0.93 0.93 0.92 0.92 Hourly flow rate (vph) 1409 48 14 627 58 74 Pedestrians 6 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 153 472 pX, platoon unblocked 0.84 0.88 0.84 vC, conflicting volume 1463 1780 734 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1164 1194 293 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 62 87 cM capacity (veh/h) 496 152 586 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 939 518 223 418 132 Volume Left 0 0 14 0 58 Volume Right 0 48 0 0 74 cSH 1700 1700 496 1700 260 Volume to Capacity 0.55 0.30 0.03 0.25 0.51 Queue Length 95th (ft) 002066 Control Delay (s) 0.0 0.0 1.2 0.0 32.3 Lane LOS A D Approach Delay (s) 0.0 0.4 32.3 Approach LOS D Intersection Summary Average Delay 2.0 Intersection Capacity Utilization 51.0% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 12

G-12 Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike Future Conditions with Development AM

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Group Flow (vph) 101 1352 72 567 87 761 512 23 293 v/c Ratio 0.30 0.93 0.52 0.32 0.24 1.08 0.86 0.41 0.32 Control Delay 11.0 27.2 30.5 18.7 28.0 97.8 44.8 64.2 39.2 Queue Delay 0.0 5.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.0 33.0 30.5 18.7 28.0 97.8 44.8 64.2 39.2 Queue Length 50th (ft) 25 478 30 141 47 ~718 328 16 104 Queue Length 95th (ft) m55 #700 61 181 85 #961 #514 #55 147 Internal Link Dist (ft) 392 330 397 1107 Turn Bay Length (ft) 205 160 100 Base Capacity (vph) 342 1461 138 1746 380 702 594 56 927 Starvation Cap Reductn 0 86 0000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.30 0.98 0.52 0.32 0.23 1.08 0.86 0.41 0.32 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 13

G-13 Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike Future Conditions with Development AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 95 1255 16 66 462 60 83 723 486 21 219 51 Future Volume (vph) 95 1255 16 66 462 60 83 723 486 21 219 51 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -4% 0% 0% 0% Total Lost time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 0.90 1.00 0.99 Flpb, ped/bikes 0.98 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.98 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1767 3486 1770 3362 1757 1863 1405 1770 3413 Flt Permitted 0.44 1.00 0.07 1.00 0.46 1.00 1.00 0.11 1.00 Satd. Flow (perm) 817 3486 121 3362 847 1863 1405 211 3413 Peak-hour factor, PHF 0.94 0.94 0.94 0.92 0.92 0.92 0.95 0.95 0.95 0.92 0.92 0.92 Adj. Flow (vph) 101 1335 17 72 502 65 87 761 512 23 238 55 RTOR Reduction (vph) 000000000000 Lane Group Flow (vph) 101 1352 0 72 567 0 87 761 512 23 293 0 Confl. Peds. (#/hr) 20 25 25 20 20 68 68 20 Confl. Bikes (#/hr) 5 5 1 Bus Blockages (#/hr) 0 16 0 0 13 0004000 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 2 1 6 3 8 1 4 Permitted Phases 2 6 8 8 4 Actuated Green, G (s) 54.5 54.5 67.5 67.5 49.0 49.0 55.0 35.3 35.3 Effective Green, g (s) 54.5 54.5 67.5 67.5 49.0 49.0 55.0 35.3 35.3 Actuated g/C Ratio 0.42 0.42 0.52 0.52 0.38 0.38 0.42 0.27 0.27 Clearance Time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 0.2 0.2 2.0 0.2 1.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 342 1461 138 1745 369 702 670 57 926 v/s Ratio Prot c0.39 0.02 0.17 0.01 c0.41 c0.04 0.09 v/s Ratio Perm 0.12 0.24 0.08 0.33 0.11 v/c Ratio 0.30 0.93 0.52 0.32 0.24 1.08 0.76 0.40 0.32 Uniform Delay, d1 25.0 35.8 26.4 18.1 26.8 40.5 32.0 38.7 37.7 Progression Factor 0.36 0.47 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.8 9.5 1.6 0.5 0.1 59.0 4.7 1.7 0.1 Delay (s) 10.7 26.3 28.1 18.6 27.0 99.5 36.6 40.4 37.8 Level of Service BC CB CFDDD Approach Delay (s) 25.2 19.6 71.2 38.0 Approach LOS C B E D Intersection Summary HCM 2000 Control Delay 42.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.07 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 27.0 Intersection Capacity Utilization 104.5% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 14

G-14 Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S. Future Conditions with Development AM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 16 47 1252 795 v/c Ratio 0.06 0.15 0.47 0.33 Control Delay 17.9 11.3 6.3 3.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 17.9 11.3 6.3 3.4 Queue Length 50th (ft) 6 7 64 25 Queue Length 95th (ft) 13 21 287 m53 Internal Link Dist (ft) 83 813 630 572 Turn Bay Length (ft) Base Capacity (vph) 575 682 2689 2431 Starvation Cap Reductn 0000 Spillback Cap Reductn 0 0 78 0 Storage Cap Reductn 0000 Reduced v/c Ratio 0.03 0.07 0.48 0.33 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 15

G-15 Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S. Future Conditions with Development AM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 15 00853081180 2 17 705 25 Future Volume (vph) 15 00853081180 2 17 705 25 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 0% -1% Total Lost time (s) 4.0 4.0 2.5 2.5 Lane Util. Factor 1.00 1.00 0.95 0.95 Frpb, ped/bikes 1.00 0.97 1.00 1.00 Flpb, ped/bikes 0.99 1.00 1.00 1.00 Frt 1.00 0.91 1.00 0.99 Flt Protected 0.95 0.99 1.00 1.00 Satd. Flow (prot) 1748 1624 3537 3307 Flt Permitted 0.73 0.94 0.95 0.92 Satd. Flow (perm) 1336 1541 3363 3040 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.95 0.95 0.95 0.94 0.94 0.94 Adj. Flow (vph) 16 00953381242 2 18 750 27 RTOR Reduction (vph) 0000230000020 Lane Group Flow (vph) 0 16 0 0 24 0 0 1252 0 0 793 0 Confl. Peds. (#/hr) 17 16 16 17 17 20 20 17 Confl. Bikes (#/hr) 3869 Parking (#/hr) 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4826 Permitted Phases 4826 Actuated Green, G (s) 7.3 7.3 45.2 45.2 Effective Green, g (s) 10.3 10.3 48.2 48.2 Actuated g/C Ratio 0.16 0.16 0.74 0.74 Clearance Time (s) 7.0 7.0 5.5 5.5 Vehicle Extension (s) 2.0 2.0 0.2 0.2 Lane Grp Cap (vph) 211 244 2493 2254 v/s Ratio Prot v/s Ratio Perm 0.01 c0.02 c0.37 0.26 v/c Ratio 0.08 0.10 0.50 0.35 Uniform Delay, d1 23.3 23.4 3.5 2.9 Progression Factor 1.00 1.00 1.00 0.72 Incremental Delay, d2 0.1 0.1 0.7 0.4 Delay (s) 23.4 23.4 4.2 2.5 Level of Service C C A A Approach Delay (s) 23.4 23.4 4.2 2.5 Approach LOS C C A A Intersection Summary HCM 2000 Control Delay 4.1 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length (s) 65.0 Sum of lost time (s) 6.5 Intersection Capacity Utilization 56.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 16

G-16 Westmont Shopping Center 11: S. Glebe Rd. & West Alleyway Future Conditions with Development AM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 21 1581 11 0 760 Future Volume (Veh/h) 0 21 1581 11 0 760 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.95 0.95 0.92 0.92 Hourly flow rate (vph) 0 23 1664 12 0 826 Pedestrians 19 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 2 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 407 1259 pX, platoon unblocked 0.73 0.68 0.68 vC, conflicting volume 2102 857 1695 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1177 0 1085 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 97 100 cM capacity (veh/h) 132 727 428 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 23 1109 567 413 413 Volume Left 00000 Volume Right 23 0 12 0 0 cSH 727 1700 1700 1700 1700 Volume to Capacity 0.03 0.65 0.33 0.24 0.24 Queue Length 95th (ft) 20000 Control Delay (s) 10.1 0.0 0.0 0.0 0.0 Lane LOS B Approach Delay (s) 10.1 0.0 0.0 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 54.1% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 17

G-17 Westmont Shopping Center 12: S. Glebe Rd. & West Site Driveway Future Conditions with Development AM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 2 1590 3 3 757 Future Volume (Veh/h) 0 2 1590 3 3 757 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 2 1728 3 3 823 Pedestrians 15 1 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 246 pX, platoon unblocked 0.68 0.68 0.68 vC, conflicting volume 2162 882 1746 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1765 0 1151 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 99 cM capacity (veh/h) 50 726 404 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 2 1152 579 3 412 412 Volume Left 000300 Volume Right 203000 cSH 726 1700 1700 404 1700 1700 Volume to Capacity 0.00 0.68 0.34 0.01 0.24 0.24 Queue Length 95th (ft) 000100 Control Delay (s) 10.0 0.0 0.0 14.0 0.0 0.0 Lane LOS A B Approach Delay (s) 10.0 0.0 0.1 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 54.4% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 18

G-18 Westmont Shopping Center 13: Columbia Pike & South Site Driveway Future Conditions with Development AM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 0 1336 610 0 0 0 Future Volume (Veh/h) 0 1336 610 0 0 0 Sign Control Free Free Stop Grade -1% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 1452 663 0 0 0 Pedestrians 2 1 8 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 Percent Blockage 0 0 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 210 685 pX, platoon unblocked 0.99 0.61 0.99 vC, conflicting volume 671 1398 342 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 638 287 304 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 922 414 677 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 484 968 442 221 0 Volume Left 00000 Volume Right 00000 cSH 922 1700 1700 1700 1700 Volume to Capacity 0.00 0.57 0.26 0.13 0.00 Queue Length 95th (ft) 00000 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 0.0 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 47.6% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 19

G-19 Westmont Shopping Center 14: Columbia Pike & South Site Alleyway Future Conditions with Development AM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 1 1335 567 7 16 41 Future Volume (Veh/h) 1 1335 567 7 16 41 Sign Control Free Free Stop Grade -1% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 1 1451 616 8 17 45 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 377 518 pX, platoon unblocked 0.97 0.63 0.97 vC, conflicting volume 624 1348 312 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 558 161 237 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 97 94 cM capacity (veh/h) 982 508 744 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 485 967 411 213 62 Volume Left 100017 Volume Right 000845 cSH 982 1700 1700 1700 660 Volume to Capacity 0.00 0.57 0.24 0.13 0.09 Queue Length 95th (ft) 00008 Control Delay (s) 0.0 0.0 0.0 0.0 11.0 Lane LOS A B Approach Delay (s) 0.0 0.0 11.0 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 20

G-20 Westmont Shopping Center 15: South Site Alleyway/Site Alley & Back Driveway Future Conditions with Development AM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 4 10 4 0 58 Future Volume (Veh/h) 0 4 10 4 0 58 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 4 11 4 0 63 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 76 13 15 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 76 13 15 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 927 1067 1603 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 4 15 63 Volume Left 0 0 0 Volume Right 4 4 0 cSH 1067 1700 1603 Volume to Capacity 0.00 0.01 0.00 Queue Length 95th (ft) 0 0 0 Control Delay (s) 8.4 0.0 0.0 Lane LOS A Approach Delay (s) 8.4 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 21

G-21 Westmont Shopping Center 16: Resdiential Access & West Alleyway/Site Allley Future Conditions with Development AM

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 09801853 Future Volume (Veh/h) 09801853 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 10 9 0 20 58 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 10 23 5 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 10 23 5 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 98 95 cM capacity (veh/h) 1610 988 1078 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 10 9 78 Volume Left 0 9 20 Volume Right 10 0 58 cSH 1700 1610 1053 Volume to Capacity 0.01 0.01 0.07 Queue Length 95th (ft) 0 0 6 Control Delay (s) 0.0 7.2 8.7 Lane LOS AA Approach Delay (s) 0.0 7.2 8.7 Approach LOS A Intersection Summary Average Delay 7.7 Intersection Capacity Utilization 17.6% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 22

G-22 Westmont Shopping Center 17: Site Alley/Site Allley & Site Retail Driveway Future Conditions with Development AM

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0318530 Future Volume (Veh/h) 0318530 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0319580 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 69 58 58 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 69 58 58 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 935 1008 1546 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 3 10 58 Volume Left 0 1 0 Volume Right 3 0 0 cSH 1008 1546 1700 Volume to Capacity 0.00 0.00 0.03 Queue Length 95th (ft) 0 0 0 Control Delay (s) 8.6 0.7 0.0 Lane LOS AA Approach Delay (s) 8.6 0.7 0.0 Approach LOS A Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associates Page 23

G-23 Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S Future Conditions with Development PM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 96 168 1025 1367 v/c Ratio 0.52 0.67 0.42 0.65 Control Delay 58.0 63.0 5.3 11.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 58.0 63.0 5.3 11.4 Queue Length 50th (ft) 75 134 85 269 Queue Length 95th (ft) 125 199 m161 427 Internal Link Dist (ft) 228 659 1088 411 Turn Bay Length (ft) Base Capacity (vph) 278 378 2443 2110 Starvation Cap Reductn 0000 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 0.35 0.44 0.42 0.65 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 1

G-24 Westmont Shopping Center 1: S. Glebe Rd. & 7th Street S Future Conditions with Development PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 38 41 9 18 82 54 5 904 34 56 1157 44 Future Volume (vph) 38 41 9 18 82 54 5 904 34 56 1157 44 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.5 6.5 6.0 6.0 Lane Util. Factor 1.00 1.00 0.95 0.95 Frpb, ped/bikes 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.99 0.95 0.99 0.99 Flt Protected 0.98 0.99 1.00 1.00 Satd. Flow (prot) 1568 1530 3511 3503 Flt Permitted 0.67 0.95 0.95 0.82 Satd. Flow (perm) 1081 1467 3329 2876 Peak-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 0.92 Adj. Flow (vph) 41 45 10 20 89 59 5 983 37 61 1258 48 RTOR Reduction (vph) 000000020020 Lane Group Flow (vph) 0 96 0 0 168 0 0 1023 0 0 1365 0 Confl. Peds. (#/hr) 17 17 16 14 14 16 Confl. Bikes (#/hr) 5 1 Parking (#/hr) 5 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4422 Permitted Phases 4422 Actuated Green, G (s) 22.2 22.2 95.3 95.3 Effective Green, g (s) 22.2 22.2 95.3 95.3 Actuated g/C Ratio 0.17 0.17 0.73 0.73 Clearance Time (s) 6.5 6.5 6.0 6.0 Vehicle Extension (s) 5.0 5.0 0.2 0.2 Lane Grp Cap (vph) 184 250 2440 2108 v/s Ratio Prot v/s Ratio Perm 0.09 c0.11 0.31 c0.47 v/c Ratio 0.52 0.67 0.42 0.65 Uniform Delay, d1 49.1 50.5 6.7 8.8 Progression Factor 1.00 1.00 0.67 1.00 Incremental Delay, d2 5.0 9.0 0.4 1.6 Delay (s) 54.1 59.4 4.9 10.4 Level of Service D E A B Approach Delay (s) 54.1 59.4 4.9 10.4 Approach LOS D E A B Intersection Summary HCM 2000 Control Delay 12.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 12.5 Intersection Capacity Utilization 94.1% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 2

G-25 Westmont Shopping Center 2: S. Glebe Rd. & 9th Street S. Future Conditions with Development PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 8 18 4 12 12 19 6 910 10 5 1143 37 Future Volume (Veh/h) 8 18 4 12 12 19 6 910 10 5 1143 37 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 9 20 4 13 13 21 7 989 11 5 1242 40 Pedestrians 6 14 2 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 Percent Blockage 1 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 513 1168 pX, platoon unblocked 0.89 0.89 0.83 0.89 0.89 0.80 0.83 0.80 vC, conflicting volume 1814 2306 649 1670 2320 514 1288 1014 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 806 1361 173 643 1378 0 942 522 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 96 84 99 95 89 98 99 99 cM capacity (veh/h) 210 126 694 267 123 859 599 824 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 33 47 502 506 626 661 Volume Left 9 13 7050 Volume Right 4 21 0 11 0 40 cSH 159 262 599 1700 824 1700 Volume to Capacity 0.21 0.18 0.01 0.30 0.01 0.39 Queue Length 95th (ft) 19 16 1000 Control Delay (s) 33.5 21.7 0.3 0.0 0.2 0.0 Lane LOS DCA A Approach Delay (s) 33.5 21.7 0.2 0.1 Approach LOS DC Intersection Summary Average Delay 1.0 Intersection Capacity Utilization 46.9% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 3

G-26 Westmont Shopping Center 3: S. Highland St. & 9th Street S Future Conditions with Development PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 12 17 50 22 6 19 67 43 8 77 2 Future Volume (Veh/h) 4 12 17 50 22 6 19 67 43 8 77 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 1% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 4 13 18 54 24 7 21 73 47 9 84 2 Pedestrians 8 13 6 1 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 4.0 Percent Blockage 1110 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 544 pX, platoon unblocked vC, conflicting volume 270 286 99 285 264 110 94 133 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 270 286 99 285 264 110 94 133 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 99 98 98 91 96 99 99 99 cM capacity (veh/h) 634 600 946 616 618 932 1490 1436 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 35 85 141 95 Volume Left 4 54 21 9 Volume Right 18 7 47 2 cSH 745 634 1490 1436 Volume to Capacity 0.05 0.13 0.01 0.01 Queue Length 95th (ft) 4 12 1 0 Control Delay (s) 10.1 11.6 1.2 0.8 Lane LOS BBAA Approach Delay (s) 10.1 11.6 1.2 0.8 Approach LOS BB Intersection Summary Average Delay 4.4 Intersection Capacity Utilization 29.9% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 4

G-27 Westmont Shopping Center 4: S. Monroe St. & Columbia Pike Future Conditions with Development PM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 951 1158 145 137 v/c Ratio 0.39 0.53 0.76 0.68 Control Delay 11.8 2.6 64.9 64.5 Queue Delay 0.0 0.6 0.0 0.0 Total Delay 11.8 3.2 64.9 64.5 Queue Length 50th (ft) 227 52 89 98 Queue Length 95th (ft) 328 m49 164 167 Internal Link Dist (ft) 461 129 549 1096 Turn Bay Length (ft) Base Capacity (vph) 2423 2190 236 256 Starvation Cap Reductn 0 598 0 0 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 0.39 0.73 0.61 0.54 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.

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G-28 Westmont Shopping Center 4: S. Monroe St. & Columbia Pike Future Conditions with Development PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 11 797 67 52 1026 11 43 24 66 16 77 33 Future Volume (vph) 11 797 67 52 1026 11 43 24 66 16 77 33 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 3% -1% -1% 0% Total Lost time (s) 6.5 6.5 6.5 6.5 Lane Util. Factor 0.95 0.95 1.00 1.00 Frpb, ped/bikes 0.98 1.00 0.97 0.98 Flpb, ped/bikes 1.00 1.00 0.99 1.00 Frt 0.99 1.00 0.93 0.96 Flt Protected 1.00 1.00 0.98 0.99 Satd. Flow (prot) 3389 3437 1650 1525 Flt Permitted 0.93 0.83 0.72 0.93 Satd. Flow (perm) 3162 2862 1210 1421 Peak-hour factor, PHF 0.92 0.92 0.92 0.94 0.94 0.94 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 12 866 73 55 1091 12 47 26 72 17 84 36 RTOR Reduction (vph) 04000002900100 Lane Group Flow (vph) 0 947 0 0 1158 0 0 116 0 0 127 0 Confl. Peds. (#/hr) 54 57 57 54 37 23 23 37 Confl. Bikes (#/hr) 6 1 1 Bus Blockages (#/hr) 0000130000000 Parking (#/hr) 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 2684 Permitted Phases 2684 Actuated Green, G (s) 99.5 99.5 17.5 17.5 Effective Green, g (s) 99.5 99.5 17.5 17.5 Actuated g/C Ratio 0.77 0.77 0.13 0.13 Clearance Time (s) 6.5 6.5 6.5 6.5 Vehicle Extension (s) 0.2 0.2 2.0 2.0 Lane Grp Cap (vph) 2420 2190 162 191 v/s Ratio Prot v/s Ratio Perm 0.30 c0.40 c0.10 0.09 v/c Ratio 0.39 0.53 0.72 0.66 Uniform Delay, d1 5.1 6.0 53.9 53.4 Progression Factor 2.03 0.31 1.00 1.00 Incremental Delay, d2 0.4 0.5 11.9 6.5 Delay (s) 10.8 2.3 65.8 60.0 Level of Service BAEE Approach Delay (s) 10.8 2.3 65.8 60.0 Approach LOS BAEE Intersection Summary HCM 2000 Control Delay 12.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 88.3% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group

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G-29 Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike Future Conditions with Development PM

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 160 821 122 1036 230 807 126 978 125 v/c Ratio 0.83 0.71 0.58 0.91 1.20 0.76 0.56 0.91 0.26 Control Delay 73.2 22.4 37.6 51.0 160.2 41.8 35.0 52.3 20.8 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 73.2 22.4 37.6 51.0 160.2 41.8 35.0 52.3 20.8 Queue Length 50th (ft) 101 155 57 327 ~187 318 55 288 25 Queue Length 95th (ft) #213 166 100 #580 #363 273 m120 430 m85 Internal Link Dist (ft) 178 130 576 166 Turn Bay Length (ft) 230 270 150 120 Base Capacity (vph) 193 1150 212 1143 192 1082 254 1143 519 Starvation Cap Reductn 0 11 0000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.83 0.72 0.58 0.91 1.20 0.75 0.50 0.86 0.24 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

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G-30 Westmont Shopping Center 5: S. Glebe Rd. & Columbia Pike Future Conditions with Development PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 157 641 164 112 873 80 212 708 34 120 929 119 Future Volume (vph) 157 641 164 112 873 80 212 708 34 120 929 119 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 1% 0% Total Lost time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 0.99 1.00 1.00 1.00 1.00 0.93 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 0.99 1.00 0.99 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 3163 1765 3468 1761 3481 1766 3539 1478 Flt Permitted 0.09 1.00 0.22 1.00 0.10 1.00 0.16 1.00 1.00 Satd. Flow (perm) 160 3163 406 3468 187 3481 306 3539 1478 Peak-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 0.95 Adj. Flow (vph) 160 654 167 122 949 87 230 770 37 126 978 125 RTOR Reduction (vph) 0 17 00500300043 Lane Group Flow (vph) 160 804 0 122 1031 0 230 804 0 126 978 82 Confl. Peds. (#/hr) 56 50 50 56 31 57 57 31 Confl. Bikes (#/hr) 3221 Parking (#/hr) 5 5 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 26844 Actuated Green, G (s) 56.5 46.6 48.7 42.7 49.6 39.6 49.2 39.4 39.4 Effective Green, g (s) 56.5 46.6 48.7 42.7 49.6 39.6 49.2 39.4 39.4 Actuated g/C Ratio 0.43 0.36 0.37 0.33 0.38 0.30 0.38 0.30 0.30 Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 3.0 0.2 2.0 0.2 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 192 1133 214 1139 192 1060 225 1072 447 v/s Ratio Prot c0.06 0.25 0.03 c0.30 c0.09 0.23 0.04 0.28 v/s Ratio Perm c0.30 0.19 c0.36 0.17 0.06 v/c Ratio 0.83 0.71 0.57 0.90 1.20 0.76 0.56 0.91 0.18 Uniform Delay, d1 29.1 35.9 28.5 41.7 33.1 40.9 29.1 43.6 33.4 Progression Factor 1.54 0.53 1.12 0.94 1.13 0.90 1.22 0.95 1.16 Incremental Delay, d2 24.1 3.5 2.1 11.0 127.1 2.7 1.5 9.3 0.1 Delay (s) 68.8 22.5 34.0 50.4 164.6 39.6 36.9 50.8 39.0 Level of Service EC CD FD DDD Approach Delay (s) 30.0 48.7 67.3 48.2 Approach LOS C D E D Intersection Summary HCM 2000 Control Delay 48.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.05 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 28.0 Intersection Capacity Utilization 96.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 8

G-31 Westmont Shopping Center 6: S. Highland St. & Service Road Future Conditions with Development PM

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 5 14 14 124 133 11 Future Volume (Veh/h) 5 14 14 124 133 11 Sign Control Stop Free Free Grade 0% 0% 1% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 5 15 15 135 145 12 Pedestrians 55 2 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 5 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 184 pX, platoon unblocked vC, conflicting volume 373 206 212 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 373 206 212 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 98 99 cM capacity (veh/h) 591 796 1296 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 20 150 157 Volume Left 5 15 0 Volume Right 15 0 12 cSH 733 1296 1700 Volume to Capacity 0.03 0.01 0.09 Queue Length 95th (ft) 2 1 0 Control Delay (s) 10.1 0.9 0.0 Lane LOS BA Approach Delay (s) 10.1 0.9 0.0 Approach LOS B Intersection Summary Average Delay 1.0 Intersection Capacity Utilization 28.2% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 9

G-32 Westmont Shopping Center 7: Columbia Pike & S. Highland St. Future Conditions with Development PM

Lane Group EBT WBT SBL Lane Group Flow (vph) 852 1166 155 v/c Ratio 0.39 0.45 0.67 Control Delay 2.2 2.0 55.6 Queue Delay 0.0 0.1 0.0 Total Delay 2.2 2.1 55.6 Queue Length 50th (ft) 49 47 95 Queue Length 95th (ft) 43 55 169 Internal Link Dist (ft) 438 73 104 Turn Bay Length (ft) Base Capacity (vph) 2211 2602 293 Starvation Cap Reductn 0 479 0 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.39 0.55 0.53 Intersection Summary

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G-33 Westmont Shopping Center 7: Columbia Pike & S. Highland St. Future Conditions with Development PM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 36 765 991 82 72 71 Future Volume (vph) 36 765 991 82 72 71 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -1% 1% 1% Total Lost time (s) 6.5 6.5 6.5 Lane Util. Factor 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.99 0.98 Flpb, ped/bikes 1.00 1.00 0.97 Frt 1.00 0.99 0.93 Flt Protected 1.00 1.00 0.98 Satd. Flow (prot) 3433 3358 1607 Flt Permitted 0.83 1.00 0.98 Satd. Flow (perm) 2860 3358 1607 Peak-hour factor, PHF 0.94 0.94 0.92 0.92 0.92 0.92 Adj. Flow (vph) 38 814 1077 89 78 77 RTOR Reduction (vph) 0040290 Lane Group Flow (vph) 0 852 1162 0 126 0 Confl. Peds. (#/hr) 38 38 29 16 Confl. Bikes (#/hr) 4 Bus Blockages (#/hr) 0 16 13 0 0 0 Parking (#/hr) 5 Turn Type Perm NA NA Perm Protected Phases 2 6 Permitted Phases 2 4 Actuated Green, G (s) 100.5 100.5 16.5 Effective Green, g (s) 100.5 100.5 16.5 Actuated g/C Ratio 0.77 0.77 0.13 Clearance Time (s) 6.5 6.5 6.5 Vehicle Extension (s) 0.2 0.2 2.0 Lane Grp Cap (vph) 2211 2595 203 v/s Ratio Prot c0.35 v/s Ratio Perm 0.30 c0.08 v/c Ratio 0.39 0.45 0.62 Uniform Delay, d1 4.8 5.1 53.8 Progression Factor 0.34 0.27 1.00 Incremental Delay, d2 0.4 0.4 4.2 Delay (s) 2.0 1.8 58.0 Level of Service AA E Approach Delay (s) 2.0 1.8 58.0 Approach LOS AA E Intersection Summary HCM 2000 Control Delay 5.9 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.47 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 71.1% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group

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G-34 Westmont Shopping Center 8: S. Highland St. & Columbia Pike Future Conditions with Development PM

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 760 79 75 1069 24 57 Future Volume (Veh/h) 760 79 75 1069 24 57 Sign Control Free Free Stop Grade -4% 1% 0% Peak Hour Factor 0.94 0.94 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 809 84 82 1162 26 62 Pedestrians 36 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 3 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 153 472 pX, platoon unblocked 0.93 0.81 0.93 vC, conflicting volume 929 1632 482 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 767 916 285 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 89 86 90 cM capacity (veh/h) 758 191 640 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 539 354 469 775 88 Volume Left 0 0 82 0 26 Volume Right 0 84 0 0 62 cSH 1700 1700 758 1700 378 Volume to Capacity 0.32 0.21 0.11 0.46 0.23 Queue Length 95th (ft) 009022 Control Delay (s) 0.0 0.0 3.0 0.0 17.4 Lane LOS A C Approach Delay (s) 0.0 1.1 17.4 Approach LOS C Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 70.4% ICU Level of Service C Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 12

G-35 Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike Future Conditions with Development PM

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Group Flow (vph) 47 841 342 1129 88 370 180 79 705 v/c Ratio 0.30 0.72 0.90 0.61 0.54 0.57 0.25 0.35 0.83 Control Delay 33.8 31.5 53.2 22.1 40.8 38.2 15.4 44.8 55.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 33.8 31.5 53.2 22.1 40.8 38.2 15.4 44.8 55.1 Queue Length 50th (ft) 20 198 188 337 49 247 69 54 292 Queue Length 95th (ft) m50 278 #360 410 88 349 109 104 367 Internal Link Dist (ft) 392 330 397 380 Turn Bay Length (ft) 205 160 100 Base Capacity (vph) 157 1169 392 1851 165 673 738 234 897 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.30 0.72 0.87 0.61 0.53 0.55 0.24 0.34 0.79 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 13

G-36 Westmont Shopping Center 9: S Walter Reed Dr & Columbia Pike Future Conditions with Development PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 43 714 60 315 982 57 81 340 166 73 568 81 Future Volume (vph) 43 714 60 315 982 57 81 340 166 73 568 81 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -4% 0% 0% 0% Total Lost time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 0.93 1.00 0.99 Flpb, ped/bikes 0.96 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frt 1.00 0.99 1.00 0.99 1.00 1.00 0.85 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1729 3422 1770 3378 1767 1863 1448 1677 3431 Flt Permitted 0.25 1.00 0.15 1.00 0.14 1.00 1.00 0.51 1.00 Satd. Flow (perm) 459 3422 279 3378 258 1863 1448 896 3431 Peak-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 0.92 Adj. Flow (vph) 47 776 65 342 1067 62 88 370 180 79 617 88 RTOR Reduction (vph) 000000000000 Lane Group Flow (vph) 47 841 0 342 1129 0 88 370 180 79 705 0 Confl. Peds. (#/hr) 87 80 80 87 57 63 63 57 Confl. Bikes (#/hr) 2 4 Bus Blockages (#/hr) 0 16 0 0 13 0004000 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 2 1 6 3 8 1 4 Permitted Phases 2 6 8 8 4 Actuated Green, G (s) 44.4 44.4 71.2 71.2 45.3 45.3 65.1 32.4 32.4 Effective Green, g (s) 44.4 44.4 71.2 71.2 45.3 45.3 65.1 32.4 32.4 Actuated g/C Ratio 0.34 0.34 0.55 0.55 0.35 0.35 0.50 0.25 0.25 Clearance Time (s) 6.5 6.5 7.0 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 0.2 0.2 2.0 0.2 2.0 2.0 2.0 4.0 4.0 Lane Grp Cap (vph) 156 1168 379 1850 164 649 803 223 855 v/s Ratio Prot 0.25 c0.14 0.33 0.03 c0.20 0.03 c0.21 v/s Ratio Perm 0.10 c0.36 0.16 0.09 0.09 v/c Ratio 0.30 0.72 0.90 0.61 0.54 0.57 0.22 0.35 0.82 Uniform Delay, d1 31.4 37.4 28.3 20.0 31.7 34.4 18.2 40.2 46.1 Progression Factor 0.83 0.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.7 3.7 23.5 1.5 1.7 0.8 0.1 1.3 6.8 Delay (s) 30.7 30.7 51.7 21.5 33.4 35.2 18.3 41.5 52.9 Level of Service CC DC CDBDD Approach Delay (s) 30.7 28.5 30.2 51.8 Approach LOS CCCD Intersection Summary HCM 2000 Control Delay 34.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.91 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 27.0 Intersection Capacity Utilization 89.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 14

G-37 Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S. Future Conditions with Development PM

Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 32 37 969 1282 v/c Ratio 0.17 0.19 0.37 0.52 Control Delay 17.1 16.9 5.2 8.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 17.1 16.9 5.2 8.6 Queue Length 50th (ft) 6 7 58 186 Queue Length 95th (ft) 22 24 177 285 Internal Link Dist (ft) 83 813 630 576 Turn Bay Length (ft) Base Capacity (vph) 548 563 2646 2451 Starvation Cap Reductn 0000 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 0.06 0.07 0.37 0.52 Intersection Summary

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 15

G-38 Westmont Shopping Center 10: S. Glebe Rd. & 12th St. S. Future Conditions with Development PM

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 14 2 14 14 4 17 6 887 8 18 1155 32 Future Volume (vph) 14 2 14 14 4 17 6 887 8 18 1155 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 0% -1% Total Lost time (s) 7.0 7.0 5.5 5.5 Lane Util. Factor 1.00 1.00 0.95 0.95 Frpb, ped/bikes 0.97 0.97 1.00 1.00 Flpb, ped/bikes 0.99 0.99 1.00 1.00 Frt 0.94 0.93 1.00 1.00 Flt Protected 0.98 0.98 1.00 1.00 Satd. Flow (prot) 1639 1641 3530 3311 Flt Permitted 0.83 0.85 0.95 0.93 Satd. Flow (perm) 1395 1429 3346 3098 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.93 0.93 0.93 0.94 0.94 0.94 Adj. Flow (vph) 15 2 15 15 4 18 6 954 9 19 1229 34 RTOR Reduction (vph) 0 14 0 0 16 0010010 Lane Group Flow (vph) 0 18 0 0 21 0 0 968 0 0 1281 0 Confl. Peds. (#/hr) 30 31 31 30 29 28 28 29 Confl. Bikes (#/hr) 5 5 9 10 Parking (#/hr) 5 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4826 Permitted Phases 4826 Actuated Green, G (s) 6.1 6.1 46.4 46.4 Effective Green, g (s) 6.1 6.1 46.4 46.4 Actuated g/C Ratio 0.09 0.09 0.71 0.71 Clearance Time (s) 7.0 7.0 5.5 5.5 Vehicle Extension (s) 2.0 2.0 0.2 0.2 Lane Grp Cap (vph) 130 134 2388 2211 v/s Ratio Prot v/s Ratio Perm 0.01 c0.01 0.29 c0.41 v/c Ratio 0.14 0.15 0.41 0.58 Uniform Delay, d1 27.0 27.1 3.7 4.5 Progression Factor 1.00 1.00 1.00 1.50 Incremental Delay, d2 0.2 0.2 0.5 0.6 Delay (s) 27.2 27.3 4.3 7.4 Level of Service C C A A Approach Delay (s) 27.2 27.3 4.3 7.4 Approach LOS C C A A Intersection Summary HCM 2000 Control Delay 6.7 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.53 Actuated Cycle Length (s) 65.0 Sum of lost time (s) 12.5 Intersection Capacity Utilization 67.9% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 16

G-39 Westmont Shopping Center 11: S. Glebe Rd. & West Alleyway Future Conditions with Development PM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 24 903 54 0 1183 Future Volume (Veh/h) 0 24 903 54 0 1183 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 26 982 59 0 1286 Pedestrians 28 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 2 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 407 1274 pX, platoon unblocked 0.87 0.80 0.80 vC, conflicting volume 1682 548 1069 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 676 0 571 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 97 100 cM capacity (veh/h) 331 842 775 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 26 655 386 643 643 Volume Left 00000 Volume Right 26 0 59 0 0 cSH 842 1700 1700 1700 1700 Volume to Capacity 0.03 0.39 0.23 0.38 0.38 Queue Length 95th (ft) 20000 Control Delay (s) 9.4 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 9.4 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 36.8% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 17

G-40 Westmont Shopping Center 12: S. Glebe Rd. & West Site Driveway Future Conditions with Development PM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 8 935 10 9 1174 Future Volume (Veh/h) 0 8 935 10 9 1174 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 9 1016 11 10 1276 Pedestrians 23 2 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 2 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 246 pX, platoon unblocked 0.79 0.79 0.79 vC, conflicting volume 1702 538 1050 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1364 0 541 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 99 99 cM capacity (veh/h) 107 842 796 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 9 677 350 10 638 638 Volume Left 0 0 0 10 0 0 Volume Right 9 0 11 0 0 0 cSH 842 1700 1700 796 1700 1700 Volume to Capacity 0.01 0.40 0.21 0.01 0.38 0.38 Queue Length 95th (ft) 100100 Control Delay (s) 9.3 0.0 0.0 9.6 0.0 0.0 Lane LOS A A Approach Delay (s) 9.3 0.0 0.1 Approach LOS A Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 43.1% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 18

G-41 Westmont Shopping Center 13: Columbia Pike & South Site Driveway Future Conditions with Development PM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 0 794 1068 0 0 0 Future Volume (Veh/h) 0 794 1068 0 0 0 Sign Control Free Free Stop Grade -1% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 863 1161 0 0 0 Pedestrians 2 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 210 685 pX, platoon unblocked 0.90 0.84 0.90 vC, conflicting volume 1163 1594 582 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 950 780 303 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 643 280 620 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 288 575 774 387 0 Volume Left 00000 Volume Right 00000 cSH 643 1700 1700 1700 1700 Volume to Capacity 0.00 0.34 0.46 0.23 0.00 Queue Length 95th (ft) 00000 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 0.0 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 32.9% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 19

G-42 Westmont Shopping Center 14: Columbia Pike & South Site Alleyway Future Conditions with Development PM

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 10 784 1021 34 19 55 Future Volume (Veh/h) 10 784 1021 34 19 55 Sign Control Free Free Stop Grade -1% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 11 852 1110 37 21 60 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 377 518 pX, platoon unblocked 0.89 0.86 0.89 vC, conflicting volume 1147 1576 574 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 912 748 265 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 98 93 91 cM capacity (veh/h) 659 293 650 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 295 568 740 407 81 Volume Left 11 0 0 0 21 Volume Right 0 0 0 37 60 cSH 659 1700 1700 1700 494 Volume to Capacity 0.02 0.33 0.44 0.24 0.16 Queue Length 95th (ft) 100015 Control Delay (s) 0.6 0.0 0.0 0.0 13.7 Lane LOS A B Approach Delay (s) 0.2 0.0 13.7 Approach LOS B Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 40.4% ICU Level of Service A Analysis Period (min) 15

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G-43 Westmont Shopping Center 15: South Site Alleyway/Site Alley & Back Driveway Future Conditions with Development PM

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 11 14 36 8 11 46 Future Volume (Veh/h) 11 14 36 8 11 46 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 12 15 39 9 12 50 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 118 44 48 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 118 44 48 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 99 99 cM capacity (veh/h) 872 1027 1559 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 27 48 62 Volume Left 12 0 12 Volume Right 15 9 0 cSH 952 1700 1559 Volume to Capacity 0.03 0.03 0.01 Queue Length 95th (ft) 2 0 1 Control Delay (s) 8.9 0.0 1.5 Lane LOS A A Approach Delay (s) 8.9 0.0 1.5 Approach LOS A Intersection Summary Average Delay 2.4 Intersection Capacity Utilization 19.7% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 21

G-44 Westmont Shopping Center 16: Residential Access & West Alleyway/West Alley Future Conditions with Development PM

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 0 39 32 4 10 28 Future Volume (Veh/h) 0 39 32 4 10 28 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 42 35 4 11 30 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 42 95 21 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 42 95 21 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 98 99 97 cM capacity (veh/h) 1567 884 1056 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 42 39 41 Volume Left 0 35 11 Volume Right 42 0 30 cSH 1700 1567 1004 Volume to Capacity 0.02 0.02 0.04 Queue Length 95th (ft) 0 2 3 Control Delay (s) 0.0 6.6 8.7 Lane LOS AA Approach Delay (s) 0.0 6.6 8.7 Approach LOS A Intersection Summary Average Delay 5.1 Intersection Capacity Utilization 18.6% ICU Level of Service A Analysis Period (min) 15

Westmont Shopping Center Synchro 9 - Report Wells + Associtates Page 22

G-45 Westmont Shopping Center 17: Site Alley/West Alley & Retail Site Driveway Future Conditions with Development PM

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 23 12 28 28 0 Future Volume (Veh/h) 0 23 12 28 28 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 25 13 30 30 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 86 30 30 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 86 30 30 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 98 99 cM capacity (veh/h) 908 1044 1583 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 25 43 30 Volume Left 0 13 0 Volume Right 25 0 0 cSH 1044 1583 1700 Volume to Capacity 0.02 0.01 0.02 Queue Length 95th (ft) 2 1 0 Control Delay (s) 8.5 2.2 0.0 Lane LOS AA Approach Delay (s) 8.5 2.2 0.0 Approach LOS A Intersection Summary Average Delay 3.2 Intersection Capacity Utilization 18.8% ICU Level of Service A Analysis Period (min) 15

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G-46