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1900 Fort Myer Drive Multimodal Traffic Impact Analysis

August 8, 2019

APPENDIX A

SCOPING AGREEMENT

SCOPE OF WORK MEETING FORM 1900 N. Fort Myer Drive

Traffic Impact Analysis Base Assumptions

Contact Information Consultant Name: Tele: E-mail:

Mike Pinkoske, PTP & John Schick 703.917.0739 [email protected] / [email protected]

Developer/Owner Name: Tele: E-mail:

Robert Bushkoff Dittmar Company 703-862-5956 [email protected]

Project Information

Project Name: 1900 N. Fort Myer Drive – Holiday Inn

Project Location:

The existing Holiday Inn Rosslyn at Key Bridge is bounded by N. Nash Street to the west, Lee Highway to the north, N. Fort Myer Drive to the east, and Turnberry Tower to the south in Arlington County, Virginia. The Property consists of two (2) tax parcels, identified as Arlington County RPC #16-022-003 and #16-022-004. The site location is shown on Figure 1.

Project Description:

As proposed, the existing 307 room hotel would be razed and redeveloped with a new building consisting of approximately 351 hotel rooms, 543 residential units, an approximately 7,200 S.F. of ground-level hotel restaurant, and 5,700 S.F. of civic space. The subject property would be served by on-site structured parking. Access to the residential parking garage would be provided via one (1) curb cut on N. Nash Street. Access to the hotel would be provided via two (2) curb cuts on N. Fort Myer Drive; the north curb cut would serve the drop-off/pick-up loop and the south curb cut would serve the hotel parking garage. The hotel loop connects to the parking garage internal to the site. Loading and trash would be serviced by a shared loading area with access served via a curb cut on N. Nash Street. A copy of the sketch plan, showing the proposed access scheme, is shown on Figure 2.

Proposed Use:

Residential Commercial Mixed Use X Other

Proposed Use / Trip Generation

See Table 1 for Trip Generation Table 1900 Fort Myer Drive - Existing

ITE Land Uses Retail – 820, Residential – 220, Hotel – 310

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307 Room Hotel 1900 Fort Myer Drive - Proposed 351 Room Hotel 542 Residential Dwelling Units 7,200 S.F. Hotel Restaurant 5,700 S.F. Civic Space (12,900 S.F. assumed as retail for trip generation to be conservative)

Note: The proposed redevelopment would not exceed the VDOT Chapter 870 thresholds of 5,000 new daily trips (see Table 1).

Traffic Impact Analysis Assumptions

Study Period Existing Year: 2018 Build-out Year: 2023 Design Year: N/A

Study Area Boundaries (Attach map)

See Figure 1

North: Lee Highway (US 29) South: Key Boulevard

East: N. Lynn Street West: N. Nash Street

Consistency With Comprehensive Plan

Development would be consistent with the General Land Use Plan (GLUP) for high density residential development. Development is also consistent with the Rosslyn Sector Plan, adopted July 2015.

Available Traffic Data (Historical, forecasts)

Published VDOT Average Annual Daily Traffic (AADT) Data: N. Nash Street –2017: 2,500 N. Fort Myer Dr. – 2017: 14,000 2016: 2,500 2016: 13,000 2015: 2,500 2015: 13,000 2014: 2,500 2014: 13,000 2013: 2,500 2013: 14,000

Trip Distribution See Figure 1

Road Name: George Washington Memorial Parkway

North:

South:

East:

West: 10%

*Existing driveway counts will be reviewed to verify the hotel distributions and/or modified accordingly.

Road Name: Lee Highway/Interstate 66

North:

South:

East: 20%

West: 25%

Road Name: Fort Myer Drive/Lynn Street

North:

South: 30%

East:

West:

Road Name: Key Bridge

North: 15%

South:

East:

West:

Annual Vehicle Trip Growth Rate: See Table 2

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

Peak Period for Study (circle all that apply)

AM PM

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Study Intersections

See Figure 1

1. N. Nash Street/Lee Highway(WB) 7. N. Nash Street/North Site Driveway

2. N. Fort Myer Drive/LeeHighway (WB) 8. N. Nash Street/South Site Driveway

3. N. Lynn Street/Lee Highway(WB) 9. N. Fort Myer Drive/Site Driveway

4. N. Nash Street/Lee Highway(EB) 10. N. Fort Myer Drive/19th Street N.

5. N. Fort Myer Drive/LeeHighway (EB) 11. N. Nash Street/Key Boulevard

6. N. Lynn Street/Lee Highway(EB)**Based on a review of peak hour traffic counts in the area, traffic count data will be collected between 6am-10am and 4pm-7pm at all site driveways and off-site study intersection on a typical weekday when public schools are in session. Internal allowance: Yes X No Reduction:

Pass-by allowance: X Yes No Reduction: 60% (Retail Only)

Trip Adjustment Factors X Synchro 9.2 HCS (v.2000/+) aaSIDRA CORSIM Other

Software Methodology Synchro version 9.2 software will be used for intersection analysis. Synchro 9.0files will be provided to the County with the submission.

Improvement(s) Assumed

Lynn Street Esplanade & Custis Trail Improvements.

Background Traffic Studies Considered

There are four (4) approved but unbuilt/unoccupied pipeline developments that will be included in this analysis, as confirmed with County staff:

1. 1401 Wilson Boulevard & 1400 Key Boulevard - 40,000 SF Grocery; 288 DUResidential2. Central Place - 570,549 SF Office; 11,054 SF Retail3. 1812 North Moore Street - 569,739 Office; 11,020 Retail4. 1411 Key Boulevard - 67 Condominiums, 6 Townhomes

A map denoting the locations of the above-mentioned pipeline developments is included as Figure 3.

Plan Submission X 4.1 Site Plan Submission Form Based Code Use Permit Preliminary/Sketch Plan

Additional Issues to be Addressed

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

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O:\PROJECTS\7001 - 7500\7487 HOLIDAY INN ROSSLYN AT KEY BRIDGE\GRAPHICS\7487 - GRAPHICS.DWG

Figure 1Site Location, Study Intersections, and Site Trip Distributions

1900 North Fort Myer DriveArlington County, Virginia

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Figure 2Sketch Site Plan


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Figure 3Pipeline Development Locations


1. 1401 WILSON BOULEVARD

2. CENTRAL PLACE

3. 1812 NORTH MOORE STREET

4. 1411 KEY BOULEVARD

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Table 11900 Fort Myer DriveTrip Generation Analysis

ITE WeekdayLand Use Code Size Units In Out Total In Out Total ADT

Existing UseHotel ‐ Center City Core 310 307 Rooms 50 57 107 63 60 123 1,685

Proposed UseMultifamily Residential (High‐Rise) ‐ Center City Core 220 543 DU 45 74 119 73 52 125 1,173Hotel ‐ Center City Core 310 351 Rooms 58 65 123 71 69 140 1,927Retail (Shopping Center) ‐ Dense Multi‐Use Urban 2 820 12,900 SF 17 14 31 32 31 63 630Subtotal 120 153 273 176 152 328 3,730

Difference (Existing vs Proposed) 70 96 166 113 92 205 2,045

Notes: 1. Trip Generation based on ITE's Trip Generation Manual, 10th Edition.2. Trip generation calculated using retail use to be conservative. Likely uses include a hotel restaurant (7,200 SF) and community civic space (5,700 SF).

Weekday AM Peak Hour Weekday PM Peak Hour

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Table 21900 N. Fort Myer Drive ‐ Holiday InnRoadway Growth Rate1

Volume Difference % change Volume Difference % change2013 2500 14000

0 0.0% ‐1000 ‐7.1%2014 2500 13000

0 0.0% 0 0.0%2015 2500 13000

0 0.0% 0 0.0%2016 2500 13000

0 0.0% 1000 7.7%2017 2500 14000

0.0% 0.1%1. AADT volumes obtained from VDOT [lastest 5‐year data available]

Year

% change per year

Street Name

Nash Street

% change per year

Street Name

N. Fort Myer Drive

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August 8, 2019

APPENDIX B PARKING OCCUPANCY TABULATION

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Parking Occupancy Count Surveyor: Agan

# 7487 Hours: 6-10am and 4-7pm

Date: 11-Apr

Weather: clear

Lots Lot A Lot B Lot C Lot D Lot E Lot F Lot G Lot H Lot I Lot J

Cars Cars Cars Cars Cars Cars Cars Cars Cars Cars Cars

AM Total Cars

6:00 AM 3 8 6 4 2 4 2 0 1 0 30

7:00 AM 1 10 5 5 3 5 3 0 1 2 35

8:00 AM 2 11 5 5 4 6 3 0 2 1 39

9:00 AM 4 10 6 5 6 5 3 1 2 2 44

10:00 AM 10 12 6 5 6 8 3 0 2 2 54

4:00 PM 4 9 5 4 2 5 3 0 3 0 35

5:00 PM 5 8 5 5 3 7 2 0 2 0 37

6:00 PM 9 9 5 5 4 9 2 0 3 0 46

7:00 PM 11 9 5 5 6 9 2 0 4 0 51

Total Spcs. 0

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August 8, 2019

APPENDIX C MULTIMODAL INFORMATION

Court House-Rosslyn-Crystal CityART 43

Arlington Blvd

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ROSSLYN

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Court House

Crystal City

Rosslyn

Army NavyCountry Club

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CourthousePlaza

Iwo JimaU.S. MarineCorps WarMemorial

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Capital Bikeshare Station

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Map is not to scale

VRE Station

ART 43 Operating HoursMonday–Thursday: 6:01 am – 10:56 pm | Friday: 6:01 am – 11:56 pm Saturday: 7:00 am – 11:56 pm | Sunday: 7:00 am – 9:56 pm

ART 43 does not operate on these Arlington County holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day

ART 43 operates on a Saturday schedule on these Arlington County holidays: Martin Luther King, Jr. Day, Presidents’ Day, Columbus Day, Veterans’ Day, Day After Thanksgiving

ART 43 Horas de servicioLunes–Jueves: 6:01 am – 10:56 pm | Viernes: 6:01 am – 11:56 pm Sábado: 7:00 am – 11:56 pm | Domingo: 7:00 am – 9:56 pm

ART 43 no opera durante los siguientes feriados en el Condado de Arlington: Año Nuevo, Memorial Day, Día de la Independencia, Día del Trabajo, Día de Acción de Gracias, Navidad

ART 43 opera siguiendo el horario sabatino, durante los siguientes feriados en el Condado de Arlington: Día de Martin Luther King Jr., Día de los Presidentes, Día de Colón, Día de los Veteranos de Guerra, día posterior al Día de Acción de Gracias

Effective August 21, 2016

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

Transfers Using SmarTrip Card*

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

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

$2.00 $2.00 50¢ discount Free



$1.00

ART 43 FARES Adults

Senior Citizens (ages 65+)

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

K-12 Students (w/school ID)

*TRANSFERS MUST BE MADE WITHIN 2 HOURS.

Bold Shaded numerals are PM Times

Números sombreados en negrita son horas PM

7:00 7:05 7:16 7:20 7:25 7:36 7:40 7:45 7:56 8:00 8:05 8:16 8:20 8:25 8:36 8:40 8:45 8:56 9:00 9:05 9:16 9:20 9:25 9:36 9:40 9:45 9:56

10:00 10:05 10:16 10:20 10:25 10:36 10:40 10:45 10:56 11:00 11:05 11:16 11:20 11:25 11:36 11:40 11:45 11:56 12:00 12:05 12:16 12:20 12:25 12:36 12:40 12:45 12:56

1:00 1:05 1:16 1:20 1:25 1:36 1:40 1:45 1:56 2:00 2:05 2:16 2:20 2:25 2:36 2:40 2:45 2:56 3:00 3:05 3:16 3:20 3:25 3:36 3:40 3:45 3:56 4:00 4:05 4:16 4:20 4:25 4:36 4:40 4:45 4:56 5:00 5:05 5:16 5:20 5:25 5:36 5:40 5:45 5:56 6:00 6:05 6:16 6:20 6:25 6:36 6:40 6:45 6:56 7:00 7:05 7:16 7:20 7:25 7:36 7:40 7:45 7:56 8:00 8:05 8:16 8:20 8:25 8:36 8:40 8:45 8:56 9:00 9:05 9:16 9:20 9:25 9:36 9:40 9:45 9:56

10:00 10:05 10:16 10:20 10:25 10:36 10:40 10:45 10:56 11:00 11:05 11:16 11:20 11:25 11:36 11:40 11:45 11:56

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Saturday Southbound

Sábado Dirección Sur

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7:00 7:05 7:16 7:20 7:25 7:36 7:40 7:45 7:56 8:00 8:05 8:16 8:20 8:25 8:36 8:40 8:45 8:56 9:00 9:05 9:16 9:20 9:25 9:36 9:40 9:45 9:56

10:00 10:05 10:16 10:20 10:25 10:36 10:40 10:45 10:56 11:00 11:05 11:16 11:20 11:25 11:36 11:40 11:45 11:56 12:00 12:05 12:16 12:20 12:25 12:36 12:40 12:45 12:56

1:00 1:05 1:16 1:20 1:25 1:36 1:40 1:45 1:56 2:00 2:05 2:16 2:20 2:25 2:36 2:40 2:45 2:56 3:00 3:05 3:16 3:20 3:25 3:36 3:40 3:45 3:56 4:00 4:05 4:16 4:20 4:25 4:36 4:40 4:45 4:56 5:00 5:05 5:16 5:20 5:25 5:36 5:40 5:45 5:56 6:00 6:05 6:16 6:20 6:25 6:36 6:40 6:45 6:56 7:00 7:05 7:16 7:20 7:25 7:36 7:40 7:45 7:56 8:00 8:05 8:16 8:20 8:25 8:36 8:40 8:45 8:56 9:00 9:05 9:16 9:20 9:25 9:36 9:40 9:45 9:56

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Sunday Southbound

Domingo Dirección Sur

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6:22 6:27 6:38 6:32 6:37 6:48 6:42 6:47 6:58 6:52 6:57 7:08 7:02 7:07 7:18 7:12 7:17 7:28 7:22 7:27 7:38 7:32 7:37 7:48 7:42 7:47 7:58 7:52 7:57 8:08 8:02 8:07 8:18 8:12 8:17 8:28 8:22 8:27 8:38 8:32 8:37 8:48 8:42 8:47 8:58 8:52 8:57 9:08 9:02 9:07 9:18 9:22 9:27 9:38 9:42 9:47 9:58

10:02 10:07 10:18 10:22 10:27 10:38 10:42 10:47 10:58 11:02 11:07 11:18 11:22 11:27 11:38 11:42 11:47 11:58 12:02 12:07 12:18 12:22 12:27 12:38 12:42 12:47 12:58 1:02 1:07 1:18 1:22 1:27 1:38 1:42 1:47 1:58 2:02 2:07 2:18 2:22 2:27 2:38 2:42 2:47 2:58 2:59 3:04 3:15 3:09 3:14 3:25 3:19 3:24 3:35 3:29 3:34 3:45 3:39 3:44 3:55 3:49 3:54 4:05 3:59 4:04 4:15 4:09 4:14 4:25 4:19 4:24 4:35 4:29 4:34 4:45 4:39 4:44 4:55 4:49 4:54 5:05 4:59 5:04 5:15 5:09 5:14 5:25 5:19 5:24 5:35 5:29 5:34 5:45 5:39 5:44 5:55 5:49 5:54 6:05 5:59 6:04 6:15 6:09 6:14 6:25 6:19 6:24 6:35 6:29 6:34 6:45 6:39 6:44 6:55 6:49 6:54 7:05 7:00 7:05 7:16 7:20 7:25 7:36 7:40 7:45 7:56 8:00 8:05 8:16 8:20 8:25 8:36 8:40 8:45 8:56 9:00 9:05 9:16 9:20 9:25 9:36 9:40 9:45 9:56

10:00 10:05 10:16 10:20 10:25 10:36 10:40 10:45 10:56

*11:00 11:05 11:16 *11:20 11:25 11:36 *11:40 11:45 11:56

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Monday– Friday Southbound

Lunes–Viernes Dirección Sur

ART 43

*This trip operates Friday only

* Este itinerario opera solo los viernes

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Transbordos usando tarjeta SmarTrip*

TARIFAS ART 43 Adultos

Adultos mayores (65 años a más)

Personas con discapacidad (con identificación WMATA o tarjeta Medicare)

Estudiantes jardín a 12 grado (con ID estudiante)

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

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

$2.00 $2.00 50¢ de descuento gratis



$1.00

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

*TRANSBORDOS DEBEN HACERSE DENTRO DE DOS HORAS.

ART 43

7:19 7:21 7:30 7:35 7:39 7:41 7:50 7:55 7:59 8:01 8:10 8:15 8:19 8:21 8:30 8:35 8:39 8:41 8:50 8:55 8:59 9:01 9:10 9:15 9:19 9:21 9:30 9:35 9:39 9:41 9:50 9:55 9:59 10:01 10:10 10:15

10:19 10:21 10:30 10:35 10:39 10:41 10:50 10:55 10:59 11:01 11:10 11:15 11:19 11:21 11:30 11:35 11:39 11:41 11:50 11:55 11:59 12:01 12:10 12:15 12:19 12:21 12:30 12:35 12:39 12:41 12:50 12:55 12:59 1:01 1:10 1:15

1:19 1:21 1:30 1:35 1:39 1:41 1:50 1:55 1:59 2:01 2:10 2:15 2:19 2:21 2:30 2:35 2:39 2:41 2:50 2:55 2:59 3:01 3:10 3:15 3:19 3:21 3:30 3:35 3:39 3:41 3:50 3:55 3:59 4:01 4:10 4:15 4:19 4:21 4:30 4:35 4:39 4:41 4:50 4:55 4:59 5:01 5:10 5:15 5:19 5:21 5:30 5:35 5:39 5:41 5:50 5:55 5:59 6:01 6:10 6:15 6:19 6:21 6:30 6:35 6:39 6:41 6:50 6:55 6:59 7:01 7:10 7:15 7:19 7:21 7:30 7:35 7:39 7:41 7:50 7:55 7:59 8:01 8:10 8:15 8:19 8:21 8:30 8:35 8:39 8:41 8:50 8:55 8:59 9:01 9:10 9:15 9:19 9:21 9:30 9:35 9:39 9:41 9:50 9:55 9:59 10:01 10:10 10:15

10:19 10:21 10:30 10:35 10:39 10:41 10:50 10:55 10:59 11:01 11:10 11:15 11:19 11:21 11:30 11:35 11:39 11:41 11:50 11:55

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Saturday Northbound

Sábado Dirección Norte



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7:19 7:21 7:30 7:35 7:39 7:41 7:50 7:55 7:59 8:01 8:10 8:15 8:19 8:21 8:30 8:35 8:39 8:41 8:50 8:55 8:59 9:01 9:10 9:15 9:19 9:21 9:30 9:35 9:39 9:41 9:50 9:55 9:59 10:01 10:10 10:15

10:19 10:21 10:30 10:35 10:39 10:41 10:50 10:55 10:59 11:01 11:10 11:15 11:19 11:21 11:30 11:35 11:39 11:41 11:50 11:55 11:59 12:01 12:10 12:15 12:19 12:21 12:30 12:35 12:39 12:41 12:50 12:55 12:59 1:01 1:10 1:15

1:19 1:21 1:30 1:35 1:39 1:41 1:50 1:55 1:59 2:01 2:10 2:15 2:19 2:21 2:30 2:35 2:39 2:41 2:50 2:55 2:59 3:01 3:10 3:15 3:19 3:21 3:30 3:35 3:39 3:41 3:50 3:55 3:59 4:01 4:10 4:15 4:19 4:21 4:30 4:35 4:39 4:41 4:50 4:55 4:59 5:01 5:10 5:15 5:19 5:21 5:30 5:35 5:39 5:41 5:50 5:55 5:59 6:01 6:10 6:15 6:19 6:21 6:30 6:35 6:39 6:41 6:50 6:55 6:59 7:01 7:10 7:15 7:19 7:21 7:30 7:35 7:39 7:41 7:50 7:55 7:59 8:01 8:10 8:15 8:19 8:21 8:30 8:35 8:39 8:41 8:50 8:55 8:59 9:01 9:10 9:15 9:19 9:21 9:30 9:35 9:39 9:41 9:50 9:55

Sunday Northbound

Domingo Dirección Norte



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ART 43

6:01 6:03 6:12 6:17 6:11 6:13 6:22 6:27 6:21 6:23 6:32 6:37 6:31 6:33 6:42 6:47 6:41 6:43 6:52 6:57 6:51 6:53 7:02 7:07 7:01 7:03 7:12 7:17 7:11 7:13 7:22 7:27 7:21 7:23 7:32 7:37 7:31 7:33 7:42 7:47 7:41 7:43 7:52 7:57 7:51 7:53 8:02 8:07 8:01 8:03 8:12 8:17 8:11 8:13 8:22 8:27 8:21 8:23 8:32 8:37 8:31 8:33 8:42 8:47 8:41 8:43 8:52 8:57 8:51 8:53 9:02 9:07 9:01 9:03 9:12 9:17 9:21 9:23 9:32 9:37 9:41 9:43 9:52 9:57

10:01 10:03 10:12 10:17 10:21 10:23 10:32 10:37 10:41 10:43 10:52 10:57 11:01 11:03 11:12 11:17 11:21 11:23 11:32 11:37 11:41 11:43 11:52 11:57 12:01 12:03 12:12 12:17 12:21 12:23 12:32 12:37 12:41 12:43 12:52 12:57

1:01 1:03 1:12 1:17 1:21 1:23 1:32 1:37 1:41 1:43 1:52 1:57 2:01 2:03 2:12 2:17 2:21 2:23 2:32 2:37 2:41 2:43 2:52 2:57 3:01 3:03 3:12 3:17 3:18 3:20 3:29 3:34 3:28 3:30 3:39 3:44 3:38 3:40 3:49 3:54 3:48 3:50 3:59 4:04 3:58 4:00 4:09 4:14 4:08 4:10 4:19 4:24 4:18 4:20 4:29 4:34 4:28 4:30 4:39 4:44 4:38 4:40 4:49 4:54 4:48 4:50 4:59 5:04 4:58 5:00 5:09 5:14 5:08 5:10 5:19 5:24 5:18 5:20 5:29 5:34 5:28 5:30 5:39 5:44 5:38 5:40 5:49 5:54 5:48 5:50 5:59 6:04 5:58 6:00 6:09 6:14 6:08 6:10 6:19 6:24 6:18 6:20 6:29 6:34 6:28 6:30 6:39 6:44 6:38 6:40 6:49 6:54 6:48 6:50 6:59 7:04 6:58 7:00 7:09 7:14 7:19 7:21 7:30 7:35 7:39 7:41 7:50 7:55 7:59 8:01 8:10 8:15 8:19 8:21 8:30 8:35 8:39 8:41 8:50 8:55 8:59 9:01 9:10 9:15 9:19 9:21 9:30 9:35 9:39 9:41 9:50 9:55 9:59 10:01 10:10 10:15

10:19 10:21 10:30 10:35 10:39 10:41 10:50 10:55

*10:59 11:01 11:10 11:15 *11:19 11:21 11:30 11:35 *11:39 11:41 11:50 11:55

3 4 2 1

Crys

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Monday–Friday Northbound

Lunes–Viernes Dirección Norte



*This trip operates Friday only

* Este itinerario opera solo los viernes

C-3

DHS/Sequoia – Rosslyn

Columbia Pike –

ART 45 Effective December 18, 2016








$1.00

ART 45 FARES Adults














$1.00




Arlington Blvd

Arlington Blvd

S Glebe RdN Glebe Rd

ROSSLYN

GEORGETOWN

Courthouse

Rosslyn

Army NavyCountry Club

ArlingtonNational

Cemetery

Walter ReedCommunity Center

Columbia PikeLibrary

Arlington Cinema& Drafthouse

Arlington DHS

SaturdayFarmer’sMarket

SundayFarmer’s

Market

Courthouse Plaza

Iwo JimaU.S. Marine CorpsWar Memorial

Potomac River

395

6666

N B

arto

n S

t

N M

oore

St

Wils

on B

lvd

Claren

don

Blvd

Washington Blvd

S Four Mile Run

Cou

rtho

use

Rd

S G

eorg

e M

ason

Dr

S D

inw

iddi

e S

t

Columbia Pike

S Greenbrier St

N Pershing Dr

Columbia Pike

8th Rd S

19th St N

Wilson BlvdN N

ash

St

29


21

3

4

NORTH

Map is not to scale

C-4

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

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

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

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

1 2 3 4

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Colu

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DHS

@ 2

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t SMonday–Friday Northbound

Lunes–Viernes Dirección Norte

ART 45

Ross

lyn

–N

Moo

re S

t &

Wils

on B

lvd

*This trip starts at Columbia Pike & Greenbrier 7 minutes earlier

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



C-5

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

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

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

4 3 2 1

Ross

lyn

–N

Moo

re S

t &

Wils

on B

lvd

Sequ

oia/

DHS

@ 2

nd S

t SCo

lum

bia

Pike

& G

lebe

Rd

S Di

nwid

die

&

Colu

mbi

a Pi

ke

Monday–Friday Southbound

Lunes–Viernes Dirección Sur

ART 45



C-6

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

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

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

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

1 2 3 4

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@ 2

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Sábado Dirección Norte

ART 45

Ross

lyn

–N

Moo

re S

t &

Wils

on B

lvd





C-7

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

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

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

4 3 2 1

Ross

lyn

–N

Moo

re S

t &

Wils

on B

lvd

Sequ

oia/

DHS

@ 2

nd S

t S

Colu

mbi

a Pi

ke

& G

lebe

Rd

S Di

nwid

die

&

Colu

mbi

a Pi

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Saturday Southbound

Sábado Dirección Sur

ART 45



C-8

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

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

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

1 2 3 4

S Di

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Colu

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a Pi

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& G

lebe

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Sequ

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DHS

@ 2

nd S

t SSunday Northbound

Domingo Dirección Norte

ART 45

Ross

lyn

–N

Moo

re S

t &

Wils

on B

lvd





C-9

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

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

4 3 2 1

Ross

lyn

–N

Moo

re S

t &

Wils

on B

lvd

Sequ

oia/

DHS

@ 2

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t SCo

lum

bia

Pike

& G

lebe

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S Di

nwid

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Sunday Southbound

Domingo Dirección Sur

ART 45



C-10

East Falls Church - Lee Highway - RosslynART 55 Effective June 25, 2017


Arlington Blvd

N G

lebe

Rd

Kir

kwoo

d R

d

Lee Hwy

Lee Hwy

Lee Hwy

N S

ycam

ore

St ROSSLYN

East FallsChurch

GEORGETOWN

Rosslyn

ArlingtonNational

Cemetery

Iwo JimaU.S. Marine Corps

War Memorial

Lyon VillageShopping

Center

LeeCommunity

Center

Lee HarrisonShopping

Center

Potomac River

Langston-BrownCommunityCenter

Lee HeightsShops

66

66

N M

oore

St

N L

ynn

St

N N

ash

St

19th St N

Wilson Blvd29

29

29

NORTH

Map is not to scale

1

2 3 4

ART 55 Horas de servicioLunes – Viernes: 5:00 am – 1:49 amSábado: 5:45 am – 1:12 amDomingo: 6:20 am – 12:17 am

ART 55 está en servicio, siguiendo el horario dominical, en los siguientes días festivos en el Condado de Arlington: Día de la Recordación (Memorial), Día de la independencia, Día del Trabajo, Día de Acción de Gracias, Navidad, Año nuevo.

ART 55 está en servicio, siguiendo el horario sabatino, en los siguientes días festivos en el Condado de Arlington: Día de Martin Luther King, Jr., Día de los Presidentes, Día de Colón, Día de los Veteranos de Guerra, Día posterior al día de Acción de Gracias.

ART 55 Operating HoursMonday – Friday: 5:00 am – 1:49 amSaturday: 5:45 am – 1:12 amSunday: 6:20 am – 12:17 am

ART 55 operates on a Sunday schedule on the following holidays: Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day and New Year’s Day.

ART 55 operates on a Saturday schedule on the following holidays: Martin Luther King Jr. Day, Presidents’ Day, Columbus Day, Veterans Day, Day after Thanksgiving.

C-11

5:00 5:09 5:17 5:245:13 5:22 5:30 5:375:30 5:39 5:47 5:545:45 5:54 6:02 6:096:00 6:09 6:18 6:316:12 6:21 6:30 6:436:24 6:33 6:42 6:556:36 6:45 6:54 7:076:48 6:57 7:06 7:197:00 7:09 7:18 7:317:12 7:21 7:30 7:437:24 7:33 7:42 7:557:36 7:45 7:54 8:077:48 7:57 8:06 8:198:00 8:09 8:18 8:318:12 8:21 8:30 8:438:24 8:33 8:42 8:558:36 8:45 8:54 9:078:48 8:57 9:06 9:199:00 9:09 9:18 9:319:15 9:24 9:32 9:399:30 9:39 9:47 9:549:45 9:54 10:02 10:09

10:00 10:09 10:17 10:2410:15 10:24 10:32 10:3910:30 10:39 10:47 10:5410:45 10:54 11:02 11:0911:00 11:09 11:17 11:2411:15 11:24 11:32 11:3911:30 11:39 11:47 11:5411:45 11:54 12:02 12:0912:00 12:09 12:17 12:2412:15 12:24 12:32 12:3912:30 12:39 12:47 12:5412:45 12:54 1:02 1:09

1:00 1:09 1:17 1:241:15 1:24 1:32 1:391:30 1:39 1:47 1:541:45 1:54 2:02 2:092:00 2:09 2:17 2:242:15 2:24 2:32 2:392:30 2:39 2:47 2:542:45 2:54 3:02 3:093:00 3:09 3:17 3:243:15 3:24 3:32 3:393:30 3:39 3:47 3:543:45 3:54 4:02 4:094:00 4:09 4:17 4:244:15 4:24 4:33 4:434:27 4:36 4:45 4:554:39 4:48 4:57 5:074:51 5:00 5:09 5:195:03 5:12 5:21 5:315:15 5:24 5:33 5:435:27 5:36 5:45 5:555:39 5:48 5:57 6:075:51 6:00 6:09 6:196:03 6:12 6:21 6:316:15 6:24 6:33 6:436:27 6:36 6:45 6:556:39 6:48 6:57 7:076:51 7:00 7:09 7:197:03 7:12 7:20 7:307:18 7:27 7:35 7:427:33 7:42 7:50 7:577:48 7:57 8:05 8:128:18 8:27 8:35 8:428:48 8:57 9:05 9:129:18 9:27 9:35 9:429:48 9:57 10:05 10:12

10:18 10:27 10:35 10:4210:48 10:57 11:05 11:1211:18 11:27 11:35 11:4211:48 11:57 12:05 12:1212:48 12:57 1:05 1:12

1 2 3 4

East

Fal

ls

Chu

rch

Lee

High

way

&

Gleb

e Rd

Lee

High

way

&

Kirk

wood

Rd

Ross

lyn

Monday–Friday Eastbound

Lunes–Viernes Dirección Este

ART 55



5:27 5:37 5:45 5:545:40 5:50 5:58 6:075:57 6:07 6:15 6:246:12 6:22 6:30 6:396:33 6:47 6:55 7:076:45 6:59 7:07 7:196:57 7:11 7:19 7:317:09 7:23 7:31 7:437:21 7:35 7:43 7:557:33 7:47 7:55 8:077:45 7:59 8:07 8:197:57 8:11 8:19 8:318:09 8:23 8:31 8:438:21 8:35 8:43 8:558:33 8:47 8:55 9:078:45 8:59 9:07 9:198:58 9:08 9:16 9:259:10 9:20 9:28 9:379:22 9:32 9:40 9:499:42 9:52 10:00 10:099:57 10:07 10:15 10:24

10:12 10:22 10:30 10:3910:27 10:37 10:45 10:5410:42 10:52 11:00 11:0910:57 11:07 11:15 11:2411:12 11:22 11:30 11:3911:27 11:37 11:45 11:5411:42 11:52 12:00 12:0911:57 12:07 12:15 12:2412:12 12:22 12:30 12:3912:27 12:37 12:45 12:5412:42 12:52 1:00 1:0912:57 1:07 1:15 1:24

1:12 1:22 1:30 1:391:27 1:37 1:45 1:541:42 1:52 2:00 2:091:57 2:07 2:15 2:242:12 2:22 2:30 2:392:27 2:37 2:45 2:542:42 2:52 3:00 3:092:57 3:07 3:15 3:243:12 3:22 3:30 3:393:27 3:37 3:45 3:543:42 3:52 4:00 4:093:57 4:07 4:15 4:244:12 4:22 4:30 4:394:27 4:41 4:49 5:014:36 4:50 4:58 5:104:48 5:02 5:10 5:225:00 5:14 5:22 5:345:12 5:26 5:34 5:465:24 5:38 5:46 5:585:36 5:50 5:58 6:105:48 6:02 6:10 6:226:00 6:14 6:22 6:346:12 6:26 6:34 6:466:24 6:38 6:46 6:586:36 6:50 6:58 7:106:48 7:02 7:10 7:227:00 7:14 7:22 7:347:12 7:22 7:30 7:397:24 7:34 7:42 7:517:35 7:45 7:53 8:027:45 7:55 8:03 8:128:00 8:10 8:18 8:278:15 8:25 8:33 8:428:45 8:55 9:03 9:129:15 9:25 9:33 9:429:45 9:55 10:03 10:12

10:15 10:25 10:33 10:4210:45 10:55 11:03 11:1211:15 11:25 11:33 11:4211:45 11:55 12:03 12:1212:15 12:25 12:33 12:42

1:15 1:29 1:37 1:49

4 3 2 1

Ross

lyn

Lee

High

way

&

Spou

t Run

Pkw

yLe

e Hi

ghwa

y &

Gleb

e Rd

East

Fal

ls

Chu

rch

Monday–Friday Westbound

Lunes–Viernes Dirección Oeste

ART 55



C-12

6:15 6:24 6:32 6:42 6:35 6:44 6:52 7:02 6:55 7:04 7:12 7:22 7:15 7:24 7:32 7:42 7:35 7:44 7:52 8:02 7:55 8:04 8:12 8:22 8:15 8:24 8:32 8:42 8:35 8:44 8:52 9:02 8:55 9:04 9:12 9:22 9:15 9:24 9:32 9:42 9:35 9:44 9:52 10:02 9:55 10:04 10:12 10:22

10:15 10:24 10:32 10:42 10:35 10:44 10:52 11:02 10:55 11:04 11:12 11:22 11:15 11:24 11:32 11:42 11:35 11:44 11:52 12:02 11:55 12:04 12:12 12:22 12:15 12:24 12:32 12:42 12:35 12:44 12:52 1:02 12:55 1:04 1:12 1:22 1:15 1:24 1:32 1:42 1:35 1:44 1:52 2:02 1:55 2:04 2:12 2:22 2:15 2:24 2:32 2:42 2:35 2:44 2:52 3:02 2:55 3:04 3:12 3:22 3:15 3:24 3:32 3:42 3:35 3:44 3:52 4:02 3:55 4:04 4:12 4:22 4:15 4:24 4:32 4:42 4:35 4:44 4:52 5:02 4:55 5:04 5:12 5:22 5:15 5:24 5:32 5:42 5:35 5:44 5:52 6:02 5:55 6:04 6:12 6:22 6:15 6:24 6:32 6:42 6:35 6:44 6:52 7:02 6:55 7:04 7:12 7:22 7:15 7:24 7:32 7:42 7:35 7:44 7:52 8:02 7:55 8:04 8:12 8:22 8:15 8:24 8:32 8:42 8:45 8:54 9:02 9:12 9:15 9:24 9:32 9:42 9:45 9:54 10:02 10:12

10:15 10:24 10:32 10:42 10:45 10:54 11:02 11:12 11:15 11:24 11:32 11:42 11:45 11:54 12:02 12:12 12:15 12:24 12:32 12:42 12:45 12:54 1:02 1:12

4 3 2 1

Ross

lyn

Lee

High

way

&

Spou

t Run

Pkw

yLe

e Hi

ghwa

y &

Gleb

e Rd

East

Fal

ls

Chu

rch

Saturday Westbound

Sábado Dirección Oeste

ART 55 w

5:45 5:54 6:01 6:08 6:05 6:14 6:21 6:28 6:25 6:34 6:41 6:48 6:45 6:54 7:01 7:08 7:05 7:14 7:21 7:28 7:25 7:34 7:41 7:48 7:45 7:54 8:01 8:08 8:05 8:14 8:21 8:28 8:25 8:34 8:41 8:48 8:45 8:54 9:01 9:08 9:05 9:14 9:21 9:28 9:25 9:34 9:41 9:48 9:45 9:54 10:01 10:08

10:05 10:14 10:21 10:28 10:25 10:34 10:41 10:48 10:45 10:54 11:01 11:08 11:05 11:14 11:21 11:28 11:25 11:34 11:41 11:48 11:45 11:54 12:01 12:08 12:05 12:14 12:21 12:28 12:25 12:34 12:41 12:48 12:45 12:54 1:01 1:08

1:05 1:14 1:21 1:28 1:25 1:34 1:41 1:48 1:45 1:54 2:01 2:08 2:05 2:14 2:21 2:28 2:25 2:34 2:41 2:48 2:45 2:54 3:01 3:08 3:05 3:14 3:21 3:28 3:25 3:34 3:41 3:48 3:45 3:54 4:01 4:08 4:05 4:14 4:21 4:28 4:25 4:34 4:41 4:48 4:45 4:54 5:01 5:08 5:05 5:14 5:21 5:28 5:25 5:34 5:41 5:48 5:45 5:54 6:01 6:08 6:05 6:14 6:21 6:28 6:25 6:34 6:41 6:48 6:45 6:54 7:01 7:08 7:05 7:14 7:21 7:28 7:25 7:34 7:41 7:48 7:45 7:54 8:01 8:08 8:15 8:24 8:31 8:38 8:45 8:54 9:01 9:08 9:15 9:24 9:31 9:38 9:45 9:54 10:01 10:08

10:15 10:24 10:31 10:38 10:45 10:54 11:01 11:08 11:15 11:24 11:31 11:38 11:45 11:54 12:01 12:08 12:15 12:24 12:31 12:38

1 2 3 4Ea

st F

alls

C

hurc

h Le

e Hi

ghwa

y &

Gleb

e Rd

Le

e Hi

ghwa

y &

Kirk

wood

Rd

Ross

lyn

SaturdayEastbound

Sábado Dirección Este

ART 55





C-13








$1.00

ART 55 FARES Adults















$1.00



6:20 6:29 6:36 6:43 6:50 6:59 7:06 7:13 7:20 7:29 7:36 7:43 7:50 7:59 8:06 8:13 8:20 8:29 8:36 8:43 8:50 8:59 9:06 9:13 9:20 9:29 9:36 9:43 9:50 9:59 10:06 10:13

10:20 10:29 10:36 10:43 10:50 10:59 11:06 11:13 11:20 11:29 11:36 11:43 11:50 11:59 12:06 12:13 12:20 12:29 12:36 12:43 12:50 12:59 1:06 1:13

1:20 1:29 1:36 1:43 1:50 1:59 2:06 2:13 2:20 2:29 2:36 2:43 2:50 2:59 3:06 3:13 3:20 3:29 3:36 3:43 3:50 3:59 4:06 4:13 4:20 4:29 4:36 4:43 4:50 4:59 5:06 5:13 5:20 5:29 5:36 5:43 5:50 5:59 6:06 6:13 6:20 6:29 6:36 6:43 6:50 6:59 7:06 7:13 7:20 7:29 7:36 7:43 7:50 7:59 8:06 8:13 8:20 8:29 8:36 8:43 8:50 8:59 9:06 9:13 9:20 9:29 9:36 9:43 9:50 9:59 10:06 10:13

10:20 10:29 10:36 10:43 10:50 10:59 11:06 11:13 11:20 11:29 11:36 11:43

1 2 3 4Ea

st F

alls

C

hurc

h Le

e Hi

ghwa

y &

Gleb

e Rd

Le

e Hi

ghwa

y &

Kirk

wood

Rd

Ross

lyn

Sunday Eastbound

Domingo Dirección Este

ART 55

6:50 7:00 7:08 7:17 7:20 7:30 7:38 7:47 7:50 8:00 8:08 8:17 8:20 8:30 8:38 8:47 8:50 9:00 9:08 9:17 9:20 9:30 9:38 9:47 9:50 10:00 10:08 10:17

10:20 10:30 10:38 10:47 10:50 11:00 11:08 11:17 11:20 11:30 11:38 11:47 11:50 12:00 12:08 12:17 12:20 12:30 12:38 12:47 12:50 1:00 1:08 1:17 1:20 1:30 1:38 1:47 1:50 2:00 2:08 2:17 2:20 2:30 2:38 2:47 2:50 3:00 3:08 3:17 3:20 3:30 3:38 3:47 3:50 4:00 4:08 4:17 4:20 4:30 4:38 4:47 4:50 5:00 5:08 5:17 5:20 5:30 5:38 5:47 5:50 6:00 6:08 6:17 6:20 6:30 6:38 6:47 6:50 7:00 7:08 7:17 7:20 7:30 7:38 7:47 7:50 8:00 8:08 8:17 8:20 8:30 8:38 8:47 8:50 9:00 9:08 9:17 9:20 9:30 9:38 9:47 9:50 10:00 10:08 10:17

10:20 10:30 10:38 10:47 10:50 11:00 11:08 11:17 11:20 11:30 11:38 11:47 11:50 12:00 12:08 12:17

4 3 2 1

Ross

lyn

Lee

High

way

&

Spou

t Run

Pkw

yLe

e Hi

ghwa

y &

Gleb

e Rd

East

Fal

ls

Chu

rch

SundayWestbound

Domingo Dirección Oeste

ART 55





C-14

Courthouse - Rosslyn

ART 61







$1.00

ART 61 FARES Adults














$1.00

Effective July 2, 2012


*TRANSFERS MUST BE MADE WITHIN 2 HOURS. *LAS TRANSFERENCIAS DEBEN HACERSE DENTRO DE 2 HORAS.


C-15

6:23 6:28 6:33 6:38 6:466:48 6:53 6:58 7:03 7:117:13 7:18 7:23 7:28 7:367:38 7:43 7:48 7:53 8:018:03 8:08 8:13 8:18 8:268:28 8:33 8:38 8:43 8:518:53 8:58 9:03 9:08 9:169:18 9:23 9:28 9:33 9:41

— — 3:33 3:38 3:463:48 3:53 3:58 4:03 4:114:13 4:18 4:23 4:28 4:364:38 4:43 4:48 4:53 5:015:03 5:08 5:13 5:18 5:265:28 5:33 5:38 5:43 5:515:53 5:58 6:03 6:08 6:166:18 6:23 6:28 6:33 6:416:43 6:48 6:53 6:58 7:06

1 2 3 4 1

Cour

thou

se*

21st

St &

N Sc

ott S

t

Ross

lyn

N Qu

een

&12

th S

t

Cour

thou

se*


Monday–Friday Clockwise

Lunes–Viernes Siguiendo las manecillas del reloj

ART 61A

6:15 6:21 6:28 6:33 6:386:40 6:46 6:53 6:58 7:037:05 7:11 7:18 7:23 7:287:30 7:36 7:43 7:48 7:537:55 8:01 8:08 8:13 8:188:20 8:26 8:33 8:38 8:438:45 8:51 8:58 9:03 9:089:10 9:16 9:23 9:28 9:33

— — 3:03 3:08 3:133:15 3:21 3:28 3:33 3:383:40 3:46 3:53 3:58 4:034:05 4:11 4:18 4:23 4:284:30 4:36 4:43 4:48 4:534:55 5:01 5:08 5:13 5:185:20 5:26 5:33 5:38 5:435:45 5:51 5:58 6:03 6:08

1 4 3 2 1

Cour

thou

se

N Qu

een

&

12th

St

Ross

lyn

21st

St &

N Sc

ott S

t

Cour

thou

se


Monday–Friday Counter Clockwise

Lunes–Viernes Contra reloj

ART 61B

* Bus stop is located across the street from Courthouse Metro at N Veitch Street & Wilson Boulevard.

C-16

of 3

Washington Metropolitan Area Transit Authority

A District of Columbia, Maryland and Virginia Transit Partnership

How to use this timetable

➤ Use the map to find the stops closest to where you will get on and off the bus.

➤ Select the schedule (Weekday, Saturday, Sunday) for when you will travel. Along the top of the schedule, find the stop at or nearest the point where you will get on the bus. Follow that column down to the time you want to leave.

➤ Use the same method to find the times the bus is scheduled to arrive at the stop where you will get off the bus.

➤ If the bus stop is not listed, use the time shown for the bus stop before it as the time to wait at the stop.

➤ The end-of-the-line or last stop is listed

in ALL CAPS on the schedule.

Cómo Usar este Horario ➤ Use este mapa para localizar las

paradas más cercanas a donde se subirá y bajará del autobús.

➤ Seleccione el horario (Entre semana, sábado, domingo) de cuando viajará. A lo largo de la parte superior del horario, localice la parada o el punto más cercano a la parada en la que se subirá al autobús. Siga esa columna hacia abajo hasta la hora en la que desee salir.

➤ Utilice el mismo método para localizar las horas en que el autobús está programado para llegar a la parada en donde desea bajarse del autobús.

➤ Si la parada del autobús no está listada use la hora que se muestra en la parada anterior como la hora de espera en la parada.

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

Serves these locations- Brinda servicio a estas ubicaciones

l East Falls Church station

l Lee Heights

l Waverly Hills

l Cherrydale

l Rosslyn

l Farragut West station

l Farragut North station

l McPherson Sq station

Effective 3-27-16

3YLee Highway - Farragut Square Line

C-17

of 3

DC

POTOMAC

RIVER

VA

K S

T

FARRAGUT WEST

STATION

18th ST

19th ST

E S

T E

XP

RE

SS

WA

Y

I-66

LE

E H

WY

LORCOM LA

OL

D

DO

MIN

ION

DR

14th ST

MILITARY RD

QUINCY ST

KIRKWOOD RD

FORT MYER DR

PE

NN

SY

LVA

NIA

AV

E

17th ST

I ST

McPHERSON SQ STATION

FARRAGUT NORTH

STATION

15th ST

CO

NST

ITU

TIO

N A

VE

RT

29

LEE HWY

CONNECTICUT AVE

GLEBE RD

F S

T

LE

E H

WY

EAST FALLS CHURCH STATION

N SYCAMORE ST

THEODORE ROOSEVELT MEMORIAL

BRIDGE

WH

ITE

H

OU

SE

AM

PM

Legend

—— Metrorail Station

Terminal Stands

WMATA ©2013

Guaranteed Ride HomeWhen you take Metrobus or Metrorail to work,you are eligible to participate in the free Commuter Connection Guaranteed Ride Home Program.

The program will get you home in the event of a personal emergency or unscheduled overtime.

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

(2/97)

3YLee Highway-Farragut Square Line

For route and schedule informationCall 202-637-7000

www.wmata.com

C-18

of 7















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


l Seven Corners Transit Center

l Arlington Forest

l Buckingham (4B)

l Lyon Park (4B)

l Court House station (4B)

l Rosslyn station

Effective 6-24-18

4A,BPershing Dr.-Arlington Blvd. Line

C-19

of 7

LEESBURG PIKE

SEVENCORNERSTRANSITCENTER

ARLINGTON NATIONALCEMETERY

SEVEN CORNERS

ARLINGTON COUNTY

FAIRFAX COUNTY

JOINT BASE MYER-HENDERSON

HALLCOURT HOUSE

STATION

LYNN STMOORE STNASH ST

19TH

ST

FT. MYER DR

MEADE ST

ARLINGTON

BLVD

CLARENDON

BLVD

BARTON ST

PE

RSH

ING

DR

GEORGE MASON DRHENDERSON RD

2ND

ST

ARLINGTON FOREST CIRCLE PARK DR

ARLI

NGT

ON B

LVD

ARLI

NGT

ON B

LVD

PATRICK

HENRY DR

THOR

NE

RD

KE

Y B

LVD

COURTHOUSE RDVEITCH ST

10T

H S

T

GLEBE ROAD

GLEBE ROAD

WASHINGTON BLVD

PE

RS

HIN

G

DR

ROSSLYNSTATION

FAIR

FAX

DR

SER

VIC

E LA

NE

ROLFE ST

AR

LING

TON

BLV

D

GEORGE MASON DRIVE

(SER

VIC

E R

DWY

)

4A

4B

4B

4B

4A

4B

WIL

SO

N B

LVD

4A,B

4A,B

4A

Legend


Terminal Stands

WMATA ©2018 For information regarding this map contact <R•A•D•S>.


For route and schedule information

Call 202-637-7000www.wmata.com




(2/97)

C-20

of 7


RouteNumber

SevenCornersTransitCenter

PatrickHenry

Dr.&

ArlingtonBlvd.

Arlington Blvd. & Park

Dr.

ParkDr. &

ArlingtonBlvd.

ArlingtonBlvd.

ServiceRdwy. &GeorgeMason

Dr.

PershingDr. &Glebe

Rd.

BartonSt. &

PershingDr.

ArlingtonBlvd.

&Pershing

Dr.(Ft. Myer)

ClarendonBlvd. &Uhle St.(CourtHouse) ROSSLYN

Monday thru Friday — Lunes a viernes

Eastbound To Rosslyn station

AM Service — Servicio matutino 4B 5:05 5:10 - 5:16 - 5:22 5:27 - 5:32 5:37 4A 5:20 5:25 5:31 - 5:33 - - 5:38 - 5:43 4B 5:35 5:40 - 5:46 - 5:52 5:57 - 6:02 6:07 4A 5:50 5:55 6:01 - 6:03 - - 6:08 - 6:13 4B 6:05 6:10 - 6:16 - 6:22 6:27 - 6:32 6:37 4A 6:20 6:26 6:33 - 6:36 - - 6:42 - 6:48 4B 6:35 6:40 - 6:47 - 6:54 6:59 - 7:05 7:10 4A 6:50 6:56 7:03 - 7:06 - - 7:12 - 7:18 4B 7:05 7:10 - 7:17 - 7:24 7:29 - 7:35 7:40 4A 7:20 7:27 7:35 - 7:38 - - 7:46 - 7:55 4B 7:35 7:42 - 7:50 - 7:58 8:04 - 8:10 8:17 4A 7:50 7:57 8:05 - 8:08 - - 8:16 - 8:25 4B 8:05 8:12 - 8:20 - 8:28 8:34 - 8:40 8:47 4A 8:20 8:27 8:35 - 8:38 - - 8:46 - 8:55 4B 8:35 8:42 - 8:50 - 8:58 9:04 - 9:10 9:17 4A 8:50 8:57 9:05 - 9:08 - - 9:16 - 9:25 4B 9:05 9:11 - 9:17 - 9:24 9:29 - 9:35 9:40 4A 9:20 9:26 9:32 - 9:34 - - 9:40 - 9:47 4B 9:35 9:41 - 9:47 - 9:54 9:59 - 10:05 10:10 4B 10:05 10:11 - 10:17 - 10:24 10:29 - 10:35 10:40 4B 10:35 10:41 - 10:47 - 10:53 10:58 - 11:03 11:08 4B 11:05 11:11 - 11:17 - 11:23 11:28 - 11:33 11:38 4B 11:35 11:41 - 11:47 - 11:53 11:58 - 12:03 12:08

PM Service — Servicio vespertino 4B 12:05 12:11 - 12:17 - 12:23 12:28 - 12:33 12:38 4B 12:35 12:41 - 12:47 - 12:53 12:58 - 1:03 1:08 4B 1:05 1:11 - 1:17 - 1:23 1:28 - 1:33 1:38 4B 1:35 1:41 - 1:47 - 1:53 1:58 - 2:03 2:08 4B 2:05 2:11 - 2:17 - 2:23 2:28 - 2:33 2:38 4B 2:35 2:41 - 2:47 - 2:53 2:58 - 3:03 3:08 4B 3:05 3:11 - 3:17 - 3:23 3:28 - 3:33 3:38 4B 3:35 3:41 - 3:47 - 3:53 3:58 - 4:03 4:08 4A 3:50 3:57 4:03 - 4:06 - - 4:12 - 4:18 4B 4:05 4:12 - 4:19 - 4:26 4:31 - 4:37 4:42 4A 4:20 4:27 4:33 - 4:36 - - 4:42 - 4:48 4B 4:35 4:42 - 4:49 - 4:56 5:01 - 5:07 5:12 4A 4:50 4:57 5:03 - 5:06 - - 5:12 - 5:18 4B 5:05 5:12 - 5:19 - 5:26 5:31 - 5:37 5:42 4A 5:20 5:27 5:33 - 5:36 - - 5:42 - 5:48 4B 5:35 5:42 - 5:49 - 5:56 6:01 - 6:07 6:12 4A 5:50 5:57 6:03 - 6:06 - - 6:12 - 6:18 4B 6:05 6:12 - 6:19 - 6:26 6:31 - 6:37 6:42 4A 6:20 6:26 6:32 - 6:34 - - 6:39 - 6:44 4B 6:35 6:41 - 6:47 - 6:53 6:58 - 7:03 7:08 4B 7:05 7:11 - 7:17 - 7:23 7:28 - 7:33 7:38 4B 7:35 7:40 - 7:45 - 7:51 7:55 - 7:59 8:03 4B 8:05 8:10 - 8:15 - 8:21 8:25 - 8:29 8:33 4B 8:35 8:40 - 8:45 - 8:51 8:55 - 8:59 9:03 4B 9:05 9:09 - 9:14 - 9:19 9:23 - 9:27 9:31 4B 9:35 9:39 - 9:44 - 9:49 9:53 - 9:57 10:01 4B 10:05 10:09 - 10:14 - 10:19 10:23 - 10:27 10:31 4B 10:50 10:54 - 10:59 - 11:04 11:08 - 11:12 11:16 4B 11:35 11:39 - 11:44 - 11:49 11:53 - 11:57 12:01

C-21

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RouteNumber

Rosslyn

WilsonBlvd. &

Veitch St.(CourtHouse)

ArlingtonBlvd.

&Pershing

Dr.(Ft. Myer)

BartonSt. &

PershingDr.

PershingDr. &Glebe

Rd.

ArlingtonBlvd.

ServiceRdwy. &GeorgeMason

Dr.

ParkDr. &

ArlingtonBlvd.

Arlington Blvd. & Park

Dr.

PatrickHenry

Dr.&

ArlingtonBlvd.

SEVENCORNERS

TransitCenter


Westbound to Seven Corners Transit Center

AM Service — Servicio matutino 4B 5:45 5:51 - 5:55 6:00 - 6:07 - 6:15 6:19 4A 6:00 - 6:05 - - 6:10 - 6:11 6:19 6:23 4B 6:15 6:21 - 6:25 6:30 - 6:37 - 6:45 6:49 4A 6:30 - 6:35 - - 6:40 - 6:41 6:49 6:53 4B 6:45 6:51 - 6:55 7:00 - 7:07 - 7:15 7:19 4A 7:00 - 7:05 - - 7:10 - 7:11 7:19 7:23 4B 7:15 7:21 - 7:25 7:30 - 7:37 - 7:45 7:49 4A 7:30 - 7:35 - - 7:40 - 7:41 7:52 7:56 4B 7:45 7:53 - 7:57 8:02 - 8:09 - 8:19 8:23 4A 8:00 - 8:05 - - 8:10 - 8:11 8:22 8:26 4B 8:15 8:23 - 8:27 8:32 - 8:39 - 8:49 8:53 4A 8:30 - 8:35 - - 8:40 - 8:41 8:52 8:56 4B 8:45 8:53 - 8:57 9:02 - 9:09 - 9:19 9:23 4B 9:15 9:23 - 9:27 9:32 - 9:39 - 9:49 9:53 4B 9:45 9:53 - 9:57 10:02 - 10:09 - 10:19 10:23 4B 10:15 10:23 - 10:27 10:32 - 10:39 - 10:49 10:53 4B 10:45 10:53 - 10:57 11:02 - 11:09 - 11:19 11:23 4B 11:15 11:22 - 11:26 11:31 - 11:38 - 11:46 11:50 4B 11:45 11:52 - 11:56 12:01 - 12:08 - 12:16 12:20

PM Service — Servicio vespertino 4B 12:15 12:22 - 12:26 12:31 - 12:38 - 12:46 12:50 4B 12:45 12:52 - 12:56 1:01 - 1:08 - 1:16 1:20 4B 1:15 1:22 - 1:26 1:31 - 1:38 - 1:46 1:50 4B 1:45 1:52 - 1:56 2:01 - 2:08 - 2:16 2:20 4B 2:15 2:23 - 2:28 2:34 - 2:42 - 2:51 2:55 4B 2:45 2:53 - 2:58 3:04 - 3:12 - 3:21 3:25 4A 3:00 - 3:05 - - 3:11 - 3:13 3:22 3:25 4B 3:15 3:23 - 3:28 3:34 - 3:42 - 3:51 3:55 4A 3:30 - 3:35 - - 3:41 - 3:43 3:52 3:55 4B 3:45 3:53 - 3:58 4:04 - 4:12 - 4:21 4:25 4A 4:00 - 4:06 - - 4:14 - 4:16 4:27 4:32 4B 4:15 4:23 - 4:28 4:34 - 4:42 - 4:52 4:57 4A 4:30 - 4:36 - - 4:44 - 4:46 4:57 5:02 4B 4:45 4:53 - 4:58 5:04 - 5:12 - 5:22 5:27 4A 5:00 - 5:06 - - 5:14 - 5:16 5:27 5:32 4B 5:15 5:23 - 5:28 5:34 - 5:42 - 5:52 5:57 4A 5:30 - 5:36 - - 5:44 - 5:46 5:57 6:02 4B 5:45 5:53 - 5:58 6:04 - 6:12 - 6:22 6:27 4A 6:00 - 6:06 - - 6:14 - 6:16 6:27 6:32 4B 6:15 6:22 - 6:27 6:33 - 6:39 - 6:47 6:51 4A 6:30 - 6:35 - - 6:42 - 6:44 6:52 6:56 4B 6:45 6:52 - 6:57 7:03 - 7:09 - 7:17 7:21 4A 7:00 - 7:05 - - 7:12 - 7:14 7:22 7:26 4B 7:15 7:22 - 7:27 7:32 - 7:38 - 7:44 7:47 4B 7:45 7:52 - 7:57 8:02 - 8:08 - 8:14 8:17 4B 8:15 8:22 - 8:27 8:32 - 8:38 - 8:44 8:47 4B 8:45 8:52 - 8:57 9:02 - 9:08 - 9:14 9:17 4B 9:15 9:22 - 9:27 9:32 - 9:38 - 9:44 9:47 4B 9:45 9:52 - 9:57 10:02 - 10:08 - 10:14 10:17 4B 10:15 10:21 - 10:25 10:30 - 10:35 - 10:41 10:44 4B 10:45 10:51 - 10:55 11:00 - 11:05 - 11:11 11:14 4B 11:30 11:36 - 11:40 11:45 - 11:50 - 11:56 11:59

After Midnight Service — Servicio después de la medianoche 4B 12:15 12:21 - 12:25 12:30 - 12:35 - 12:41 12:44

C-22

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Saturday — En sábados

RouteNumber


PatrickHenry

Dr.&

ArlingtonBlvd

Arlington Blvd.

& Park Dr.

Arlington Blvd.

Service Rdwy. &

George Mason Dr.

Arlington Blvd.

& Pershing

Dr.

ROSSLYN

RouteNumber


PatrickHenry

Dr.&

ArlingtonBlvd.

ParkDr. &

ArlingtonBlvd.

PershingDr. &Glebe

Rd.

BartonSt. &

PershingDr.

ClarendonBlvd. &Uhle St.(CourtHouse)

ROSSLYN

Saturday Supplemental — Sábados suplementario

On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, the supplemental trips will operate in addition to the regular Saturday trips.

AM Service — Servicio matutino 4A 6:45 6:51 6:56 6:57 7:01 7:06 4A 7:45 7:51 7:56 7:57 8:01 8:06 4A 8:40 8:46 8:51 8:52 8:56 9:01



AM Service — Servicio matutino 4B 6:20 6:25 6:31 6:37 6:42 6:47 6:52 4B 7:20 7:25 7:31 7:37 7:42 7:47 7:52 4B 8:05 8:10 8:16 8:22 8:27 8:32 8:37 4B 8:50 8:55 9:01 9:07 9:12 9:17 9:22 4B 9:35 9:42 9:48 9:54 9:59 10:04 10:09 4B 10:20 10:27 10:33 10:39 10:44 10:49 10:54 4B 11:05 11:12 11:18 11:24 11:29 11:34 11:39 4B 11:50 11:57 12:03 12:09 12:14 12:19 12:24

PM Service — Servicio vespertino 4B 12:35 12:42 12:48 12:54 12:59 1:04 1:09 4B 1:20 1:27 1:33 1:39 1:44 1:49 1:54 4B 2:05 2:12 2:18 2:24 2:29 2:34 2:39 4B 2:50 2:57 3:03 3:09 3:14 3:19 3:24 4B 3:35 3:42 3:48 3:54 3:59 4:04 4:09 4B 4:20 4:27 4:33 4:39 4:44 4:49 4:54 4B 5:05 5:12 5:18 5:24 5:29 5:34 5:39 4B 5:50 5:57 6:03 6:09 6:14 6:19 6:24 4B 6:35 6:40 6:46 6:51 6:56 7:01 7:06 4B 7:20 7:25 7:31 7:36 7:41 7:46 7:51 4B 8:05 8:10 8:16 8:21 8:26 8:31 8:36 4B 8:50 8:55 9:01 9:06 9:11 9:16 9:21 4B 9:35 9:39 9:44 9:49 9:53 9:57 10:01 4B 10:20 10:24 10:29 10:34 10:38 10:42 10:46 4B 11:05 11:09 11:14 11:19 11:23 11:27 11:31

C-23

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RouteNumber

Rosslyn

Arlington Blvd.

& Pershing

Dr.

Arlington Blvd.

Service Rdwy. &

George Mason Dr.

Arlington Blvd.

& Park Dr.

PatrickHenry

Dr.&

ArlingtonBlvd.

SEVENCORNERS

Transit Center

RouteNumber

Rosslyn

WilsonBlvd. &


BartonSt. &

PreshingDr.

PershingDr. &Glebe

Rd

ParkDr. &

ArlingtonBlvd.

PatrickHenry

Dr.&

ArlingtonBlvd.

SEVENCORNERS

Transit Center


On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, the supplemental trips will operate in addition to the regular Saturday trips.

PM Service — Servicio vespertino 4A 4:30 4:35 4:39 4:41 4:46 4:50 4A 5:30 5:35 5:39 5:41 5:46 5:50 4A 6:20 6:25 6:29 6:31 6:36 6:40

Westbound To Seven Corners Transit Center

Westbound To Seven Corners Transit Center

AM Service — Servicio matutino 4B 7:15 7:20 7:24 7:29 7:34 7:40 7:43 4B 8:00 8:06 8:10 8:15 8:21 8:28 8:31 4B 8:45 8:51 8:55 9:00 9:06 9:13 9:16 4B 9:30 9:36 9:40 9:45 9:51 9:58 10:01 4B 10:15 10:21 10:25 10:30 10:36 10:43 10:46 4B 11:00 11:07 11:12 11:17 11:23 11:31 11:35 4B 11:45 11:52 11:57 12:02 12:08 12:16 12:20

PM Service — Servicio vespertino 4B 12:30 12:37 12:42 12:47 12:53 1:01 1:05 4B 1:15 1:22 1:27 1:32 1:38 1:46 1:50 4B 2:00 2:07 2:12 2:17 2:23 2:31 2:35 4B 2:45 2:52 2:57 3:02 3:08 3:16 3:20 4B 3:30 3:37 3:42 3:47 3:53 4:01 4:05 4B 4:15 4:22 4:27 4:32 4:38 4:46 4:50 4B 5:00 5:07 5:12 5:17 5:23 5:31 5:35 4B 5:45 5:52 5:57 6:02 6:08 6:16 6:20 4B 6:30 6:37 6:42 6:47 6:53 7:01 7:05 4B 7:15 7:21 7:25 7:30 7:36 7:43 7:46 4B 8:00 8:06 8:10 8:15 8:21 8:28 8:31 4B 8:45 8:51 8:55 9:00 9:06 9:13 9:16 4B 9:30 9:36 9:40 9:44 9:49 9:55 9:58 4B 10:15 10:21 10:25 10:29 10:34 10:40 10:43 4B 11:00 11:06 11:10 11:14 11:19 11:25 11:28

C-24

of 7


Sunday — En domingo Sunday — En domingo

RouteNumber


PatrickHenry

Dr.&

ArlingtonBlvd.

ParkDr. &

ArlingtonBlvd.

PershingDr. &Glebe

Rd.

BartonSt. &

PershingDr.

ClarendonBlvd. &Uhle St.(CourtHouse) ROSSLYN Route

Number

Rosslyn

WilsonBlvd. &


BartonSt. &

PreshingDr.

PershingDr. &Glebe

Rd

ParkDr. &

ArlingtonBlvd.

PatrickHenry

Dr.&

ArlingtonBlvd.

SEVENCORNERS

Transit Center

Westbound To Seven Corners Transit Center Eastbound To Rosslyn station

AM Service — Servicio matutino 4B 7:15 7:20 7:24 7:29 7:34 7:41 7:44 4B 8:15 8:20 8:24 8:29 8:34 8:41 8:44 4B 9:15 9:20 9:24 9:29 9:34 9:41 9:44 4B 10:15 10:20 10:24 10:29 10:34 10:41 10:44 4B 11:15 11:20 11:24 11:29 11:34 11:41 11:44

PM Service — Servicio vespertino 4B 12:15 12:22 12:27 12:33 12:39 12:46 12:49 4B 1:15 1:22 1:27 1:33 1:39 1:46 1:49 4B 2:15 2:22 2:27 2:33 2:39 2:46 2:49 4B 3:15 3:22 3:27 3:33 3:39 3:46 3:49 4B 4:15 4:22 4:27 4:33 4:39 4:46 4:49 4B 5:15 5:22 5:27 5:33 5:39 5:46 5:49 4B 6:15 6:22 6:27 6:33 6:39 6:46 6:49 4B 7:15 7:22 7:27 7:33 7:39 7:46 7:49 4B 8:15 8:21 8:25 8:30 8:35 8:41 8:44 4B 9:15 9:21 9:25 9:30 9:35 9:41 9:44

AM Service — Servicio matutino 4B 6:35 6:39 6:44 6:49 6:53 6:57 7:02 4B 7:35 7:39 7:44 7:49 7:53 7:57 8:02 4B 8:35 8:39 8:44 8:49 8:53 8:57 9:02 4B 9:35 9:39 9:44 9:49 9:53 9:57 10:02 4B 10:35 10:39 10:44 10:49 10:53 10:57 11:02 4B 11:35 11:41 11:47 11:53 11:57 12:02 12:07

PM Service — Servicio vespertino 4B 12:35 12:41 12:47 12:53 12:57 1:02 1:07 4B 1:35 1:41 1:47 1:53 1:57 2:02 2:07 4B 2:35 2:41 2:47 2:53 2:57 3:02 3:07 4B 3:35 3:41 3:47 3:53 3:57 4:02 4:07 4B 4:35 4:41 4:47 4:53 4:57 5:02 5:07 4B 5:35 5:40 5:45 5:50 5:54 5:59 6:03 4B 6:35 6:40 6:45 6:50 6:54 6:59 7:03 4B 7:35 7:40 7:45 7:50 7:54 7:59 8:03 4B 8:35 8:40 8:45 8:50 8:54 8:59 9:03

C-25

of 3

3YLee Highway - Farragut Square Line



RouteNumber

EastFalls

ChurchLee Hwy. & Glebe Rd.

Lee Hwy. & Kirkwood Rd.

Lee Hwy. & Fort Myer Dr.

(Rosslyn)

18th St. & Pennsylvania

Ave. NW

K & 17th Sts. NW (Farragut North & Far-ragut West)

14th & I Sts. NW

(MCPHER-SON SQ)

RouteNumber

15th St. (W) & K St. NW

(McPherson Sq)

K St & Con-necticut Ave. NW (Farragut North & Far-ragut West)

19th & F Sts. NW

Lee Hwy. & Fort Myer Dr.

(Rosslyn)

Lee Hwy. & Spout Run

Pkwy.Lee Hwy. & Glebe Rd.

EAStFALLS

CHuRCH

On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, this route will have no service.

On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, this route will have no service.

Eastbound To McPherson Square station

Westbound To East Falls Church station

AM Service — Servicio matutino 3Y 6:29 6:37 6:45 6:52 7:00 7:05 7:10 3Y 6:59 7:07 7:15 7:22 7:30 7:35 7:40 3Y 7:14 7:22 7:30 7:37 7:45 7:50 7:55 3Y 7:25 7:34 7:44 7:51 8:00 8:05 8:10 3Y 7:46 7:58 8:08 8:16 8:29 8:35 8:40 3Y 8:10 8:22 8:32 8:39 8:52 8:58 9:05 3Y 8:35 8:47 8:57 9:04 9:17 9:23 9:30

PM Service — Servicio vesertino 3Y 4:15 4:19 4:24 4:32 4:38 4:49 5:02 3Y 4:40 4:44 4:49 4:57 5:03 5:14 5:27 3Y 5:05 5:09 5:14 5:22 5:28 5:39 5:52 3Y 5:30 5:34 5:41 5:51 5:57 6:08 6:20 3Y 5:55 5:59 6:06 6:16 6:22 6:33 6:45 3Y 6:20 6:23 6:28 6:37 6:43 6:54 7:05 3Y 6:45 6:48 6:53 7:02 7:08 7:19 7:30 3Y 7:15 7:18 7:23 7:32 7:38 7:49 8:00

C-26

of 9















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

Ballston-Farragut Square Line


l Ballston-MU station

l Clarendon station

l Court House station

l Rosslyn station

l Georgetown

l Farragut North station

l Farragut West station

Effective 6-25-17

C-27

of 9

POTOMACRIVER

VA

DC

GEORGETOWN

WASHINGTONLEE HS

KEY BRIDGE

GEORGE MASON

UNIVERSITY

WHITE HOUSE

BALLSTON COMMON

MALL

Legend


Terminal Stands

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

38BBallston-Farragut Square Line

For route and schedule information

Call 202-637-7000www.wmata.com




(2/97)

17th ST (E)CONNECTICUT AVE

COURT HOUSE

STATION

ROSSLYNSTATION

CLARENDONSTATION

VIRGINIA SQUARE-GMU

STATION

BALLSTON-MUSTATION

FOGGYBOTTOM-GWU

STATION

FARRAGUT NORTH STATION

FARRAGUT WEST

STATION

K S

T

EYE

ST

PENNSYLVANIA AVE

M S

T

FT. MY

ER

DR

LYNN ST

MOORE ST

N NASH ST

WIL

SO

N B

LVD

CLA

RE

ND

ON

BLV

D

WAS

HIN

GTON

BLV

D

24th ST

WISCONSIN AVEK

EY

BLV

D

VEITCH ST UHLE ST

HIGHLAND ST

13th

ST

GLEBE RD

FAIR

FAX

DR STUART ST

QUINCY ST

WIL

SON B

LVD

CL

AR

EN

DO

N B

LVD

C-28

of 9



RouteNumber

17th (E) &I Sts. NW(Farragut

N&W)

Pennsyl-vaniaAve.

&24thSt.

NW

M St.&

WisconsinAve.NW

(George-town)

RosslynCourtHouse Clarendon

WashingtonBlvd.

&Quincy

St.

BALLSTON-MU

Westbound To Ballston-MU station

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

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

PM Service — Servicio vespertino 38B 12:10 12:16 12:22 12:29 12:35 12:39 12:42 12:49 38B 12:30 12:36 12:42 12:49 12:55 12:59 1:02 1:09 38B 12:50 12:56 1:02 1:09 1:15 1:19 1:22 1:29 38B 1:10 1:16 1:22 1:29 1:35 1:39 1:42 1:49 38B 1:30 1:36 1:42 1:49 1:55 1:59 2:02 2:09 38B 1:50 1:56 2:02 2:09 2:15 2:19 2:22 2:29 38B 2:10 2:16 2:22 2:29 2:35 2:39 2:42 2:49 38B 2:30 2:36 2:42 2:49 2:55 2:59 3:02 3:09 38B 2:50 2:57 3:04 3:13 3:20 3:24 3:28 3:35 38B 3:10 3:17 3:24 3:33 3:40 3:44 3:48 3:55 38B 3:30 3:37 3:44 3:53 4:00 4:04 4:08 4:15 38B 3:50 3:57 4:04 4:13 4:20 4:24 4:28 4:35 38B 4:05 4:12 4:19 4:28 4:35 4:39 4:43 4:50 38B 4:20 4:27 4:34 4:43 4:50 4:54 4:58 5:05 38B 4:35 4:42 4:49 4:58 5:05 5:09 5:13 5:20 38B 4:50 4:57 5:04 5:13 5:20 5:24 5:28 5:35 38B 5:07 5:16 5:26 5:36 5:44 5:48 5:52 5:59 38B 5:20 5:29 5:39 5:49 5:57 6:01 6:05 6:12 38B 5:35 5:44 5:54 6:04 6:12 6:16 6:20 6:27 38B 5:50 5:59 6:09 6:19 6:27 6:31 6:35 6:42 38B 6:05 6:14 6:24 6:34 6:42 6:46 6:50 6:57 38B 6:20 6:27 6:35 6:43 6:50 6:54 6:58 7:05 38B 6:35 6:42 6:50 6:58 7:05 7:09 7:13 7:20 38B 6:50 6:57 7:05 7:13 7:20 7:24 7:28 7:35 38B 7:10 7:16 7:22 7:30 7:36 7:40 7:44 7:51 38B 7:30 7:36 7:42 7:50 7:56 8:00 8:04 8:11 38B 7:50 7:56 8:02 8:10 8:16 8:20 8:24 8:31 38B 8:15 8:21 8:27 8:35 8:41 8:45 8:49 8:56 38B 8:45 8:50 8:56 9:02 9:08 9:11 9:14 9:21 38B 9:15 9:20 9:26 9:32 9:38 9:41 9:44 9:51 38B 9:45 9:50 9:56 10:02 10:08 10:11 10:14 10:21 38B 10:15 10:20 10:26 10:32 10:38 10:41 10:44 10:51 38B 10:45 10:50 10:56 11:02 11:08 11:11 11:14 11:21 38B 11:15 11:20 11:26 11:32 11:38 11:41 11:44 11:51 38B 11:45 11:50 11:56 12:02 12:08 12:11 12:14 12:21

After Midnight Service — Servicio después de la medianoche 38B 12:15 12:19 12:23 12:29 12:34 12:37 12:40 12:47 38B 12:45 12:49 12:53 12:59 1:04 1:07 1:10 1:17 38B 1:15 1:19 1:23 1:29 1:34 1:37 1:40 1:47 ❍ 38B 1:45 1:49 1:53 1:59 2:04 2:07 2:10 2:17 ❍ 38B 2:15 2:19 2:23 2:29 2:34 2:37 2:40 2:47

C-29

of 9



RouteNumber

Ballston-MU

Quincy & N.

13th Sts.

Washing-ton

Blvd.&

QuincySt.

ClarendonCourtHouse Rosslyn

MSt. &

WisconsinAve.NW

(George-town)

Pennsyl-vaniaAve.

&24thSt.

NW


N&W) #

Eastbound To Farragut North/Farragut West stations

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

PM Service — Servicio vespertino 38B 12:00 - 12:05 12:09 12:13 12:20 12:26 12:31 12:39 38B 12:20 - 12:25 12:29 12:33 12:40 12:46 12:51 12:59 38B 12:40 - 12:45 12:49 12:53 1:00 1:06 1:11 1:19 38B 1:00 - 1:05 1:09 1:13 1:20 1:26 1:31 1:39 38B 1:20 - 1:25 1:29 1:33 1:40 1:46 1:51 1:59 38B 1:40 - 1:45 1:49 1:53 2:00 2:06 2:11 2:19 38B 2:00 - 2:05 2:09 2:13 2:20 2:26 2:31 2:39 38B 2:20 - 2:25 2:29 2:33 2:40 2:46 2:51 2:59 38B 2:40 - 2:45 2:49 2:53 3:00 3:06 3:11 3:19 38B 3:00 - 3:05 3:09 3:13 3:20 3:26 3:31 3:39 ▲ 38B - 3:16 3:17 3:21 3:25 3:32 3:38 3:43 3:51 38B 3:20 - 3:25 3:29 3:33 3:40 3:46 3:51 3:59 ▲ 38B - - 3:36 3:40 3:44 3:51 3:57 4:02 4:10 38B 3:40 - 3:45 3:49 3:53 4:00 4:06 4:11 4:19 38B 4:00 - 4:06 4:11 4:15 4:23 4:29 4:35 4:47 38B 4:15 - 4:21 4:26 4:30 4:38 4:44 4:50 5:02 38B 4:30 - 4:36 4:41 4:45 4:54 5:02 5:10 5:25 38B 4:45 - 4:51 4:56 5:00 5:09 5:17 5:25 5:40 38B 5:00 - 5:06 5:11 5:15 5:24 5:32 5:40 5:55 38B 5:15 - 5:21 5:26 5:30 5:39 5:47 5:55 6:10 38B 5:30 - 5:36 5:41 5:45 5:54 6:02 6:10 6:25 38B 5:45 - 5:51 5:56 6:00 6:09 6:17 6:25 6:40 38B 6:05 - 6:10 6:15 6:19 6:27 6:34 6:40 6:50 38B 6:30 - 6:35 6:40 6:44 6:52 6:59 7:05 7:15 38B 7:00 - 7:05 7:09 7:13 7:20 7:24 7:29 7:34 38B 7:30 - 7:35 7:39 7:43 7:50 7:54 7:59 8:04 38B 8:00 - 8:05 8:09 8:13 8:20 8:24 8:29 8:34 38B 8:30 - 8:35 8:39 8:43 8:50 8:54 8:59 9:04 38B 9:00 - 9:05 9:09 9:13 9:20 9:24 9:29 9:34 38B 9:30 - 9:35 9:39 9:43 9:50 9:54 9:59 10:04 38B 10:00 - 10:05 10:09 10:13 10:20 10:24 10:29 10:34 38B 10:30 - 10:35 10:39 10:43 10:50 10:54 10:59 11:04 38B 11:00 - 11:05 11:09 11:13 11:20 11:24 11:29 11:34 38B 11:30 - 11:35 11:39 11:43 11:50 11:54 11:59 12:04

After Midnight Service — Servicio después de la medianoche 38B 12:00 - 12:04 12:08 12:11 12:17 12:21 12:25 12:30 38B 12:30 - 12:34 12:38 12:41 12:47 12:51 12:55 1:00 38B 1:00 - 1:04 1:08 1:11 1:17 1:21 1:25 1:30 ❍ 38B 1:30 - 1:34 1:38 1:41 1:47 1:51 1:55 2:00 ❍ 38B 2:00 - 2:04 2:08 2:11 2:17 2:21 2:25 2:30

# — Buses are signed FARRA-GUT SQUARE▲ — Trip operates only from March thru May when public schools are open.

❍ — Trip operates Friday only. Los autobuses funcionan

solamente el viernes.

C-30

of 9


RouteNumber

Ballston-MU

WashingtonBlvd.

&Quincy

St.


M St. &

WisconsinAve.NW

(George-town)

Pennsyl-vaniaAve.

&24thSt.

NW


N&W) #

RouteNumber


N&W)

Pennsyl-vaniaAve.

&24th St.

NW

M St.&

WisconsinAve.NW

(George-town)


WashingtonBlvd.

&Quincy

St.

BALLSTON-MU

On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, the supplemental trips will operate in ad-dition to the regular Saturday trips.

On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, the supplemental trips will operate in ad-dition to the regular Saturday trips.





AM Service — Servicio matutino 38B 7:00 7:05 7:09 7:15 7:20 7:22 7:25 7:32 38B 7:30 7:35 7:39 7:45 7:50 7:52 7:55 8:02 38B 8:00 8:05 8:11 8:18 8:23 8:26 8:29 8:36 38B 8:30 8:35 8:41 8:48 8:53 8:56 8:59 9:06

PM Service — Servicio vespertino 38B 4:00 4:06 4:13 4:22 4:29 4:34 4:38 4:46 38B 4:30 4:36 4:43 4:52 4:59 5:04 5:08 5:16 38B 5:00 5:06 5:13 5:22 5:29 5:34 5:38 5:46 38B 5:30 5:36 5:43 5:52 5:59 6:04 6:08 6:16 38B 6:00 6:06 6:13 6:22 6:29 6:34 6:38 6:46

AM Service — Servicio matutino 38B 6:45 6:49 6:52 6:55 7:01 7:04 7:08 7:13 38B 7:15 7:19 7:23 7:27 7:34 7:39 7:44 7:49 38B 7:45 7:49 7:53 7:57 8:04 8:09 8:14 8:19 38B 8:15 8:19 8:23 8:27 8:34 8:39 8:44 8:49 38B 8:45 8:49 8:53 8:57 9:04 9:09 9:14 9:19

PM Service — Servicio vespertino 38B 4:15 4:20 4:24 4:28 4:35 4:43 4:48 4:54 38B 4:45 4:50 4:54 4:58 5:05 5:13 5:18 5:24 38B 5:15 5:20 5:24 5:28 5:35 5:43 5:48 5:54 38B 5:45 5:50 5:54 5:58 6:05 6:13 6:18 6:24

C-31

of 9



RouteNumber


N&W)

Pennsyl-vaniaAve.

&24th St.

NW

M St.&

WisconsinAve. NW(George-

town)


WashingtonBlvd.

&Quincy

St.

BALLSTON-MU


AM Service — Servicio matutino 38B 5:45 5:50 5:54 6:00 6:05 6:07 6:10 6:17 38B 6:15 6:20 6:24 6:30 6:35 6:37 6:40 6:47 38B 6:45 6:50 6:54 7:00 7:05 7:07 7:10 7:17 38B 7:15 7:20 7:24 7:30 7:35 7:37 7:40 7:47 38B 7:45 7:50 7:54 8:00 8:05 8:07 8:10 8:17 38B 8:15 8:20 8:26 8:33 8:38 8:41 8:44 8:51 38B 8:45 8:50 8:56 9:03 9:08 9:11 9:14 9:21 38B 9:15 9:20 9:26 9:33 9:38 9:41 9:44 9:51 38B 9:45 9:50 9:56 10:03 10:08 10:11 10:14 10:21 38B 10:15 10:20 10:26 10:33 10:38 10:41 10:44 10:51 38B 10:45 10:50 10:56 11:03 11:08 11:11 11:14 11:21 38B 11:15 11:20 11:26 11:34 11:40 11:44 11:47 11:54 38B 11:45 11:50 11:56 12:04 12:10 12:14 12:17 12:24

PM Service — Servicio vespertino 38B 12:15 12:20 12:26 12:34 12:40 12:44 12:47 12:54 38B 12:45 12:50 12:56 1:04 1:10 1:14 1:17 1:24 38B 1:15 1:20 1:26 1:34 1:40 1:44 1:47 1:54 38B 1:45 1:50 1:56 2:04 2:10 2:14 2:17 2:24 38B 2:15 2:20 2:26 2:34 2:40 2:44 2:47 2:54 38B 2:45 2:51 2:58 3:07 3:14 3:19 3:23 3:31 38B 3:15 3:21 3:28 3:37 3:44 3:49 3:53 4:01 38B 3:45 3:51 3:58 4:07 4:14 4:19 4:23 4:31 38B 4:15 4:21 4:28 4:37 4:44 4:49 4:53 5:01 38B 4:45 4:51 4:58 5:07 5:14 5:19 5:23 5:31 38B 5:15 5:21 5:28 5:37 5:44 5:49 5:53 6:01 38B 5:45 5:51 5:58 6:07 6:14 6:19 6:23 6:31 38B 6:15 6:21 6:28 6:37 6:44 6:49 6:53 7:01 38B 6:45 6:51 6:58 7:07 7:14 7:19 7:23 7:31 38B 7:15 7:21 7:28 7:37 7:44 7:49 7:53 8:01 38B 7:45 7:51 7:58 8:07 8:14 8:19 8:23 8:31 38B 8:15 8:21 8:28 8:37 8:44 8:49 8:53 9:01 38B 8:45 8:50 8:56 9:03 9:09 9:13 9:16 9:23 38B 9:15 9:20 9:26 9:33 9:39 9:43 9:46 9:53 38B 9:45 9:50 9:56 10:03 10:09 10:13 10:16 10:23 38B 10:15 10:20 10:26 10:33 10:39 10:43 10:46 10:53 38B 10:45 10:50 10:56 11:03 11:09 11:13 11:16 11:23 38B 11:15 11:20 11:26 11:33 11:39 11:43 11:46 11:53 38B 11:45 11:50 11:56 12:03 12:09 12:13 12:16 12:23

After Midnight Service — Servicio después de la medianoche 38B 12:15 12:20 12:26 12:33 12:39 12:43 12:46 12:53 38B 12:45 12:49 12:54 1:00 1:05 1:09 1:12 1:18 38B 1:15 1:19 1:24 1:30 1:35 1:39 1:42 1:48 38B 1:45 1:49 1:54 2:00 2:05 2:09 2:12 2:18 38B 2:15 2:19 2:24 2:30 2:35 2:39 2:42 2:48

C-32

of 9



# — Buses are signed FARRAGUT SQUARE.

RouteNumber

Ballston-MU

WashingtonBlvd.

&Quincy

St.


M St. &


town)

Pennsyl-vaniaAve.

&24th St.

NW

17th (E) &I Sts. NW(FarragutN&W) #




After Midnight Service — Servicio después de la medianoche 38B 12:00 12:04 12:08 12:11 12:16 12:19 12:23 12:28 38B 12:30 12:34 12:38 12:41 12:46 12:49 12:53 12:58 38B 1:00 1:04 1:08 1:11 1:16 1:19 1:23 1:28 38B 1:30 1:34 1:38 1:41 1:46 1:49 1:53 1:58 38B 2:00 2:04 2:08 2:11 2:16 2:19 2:23 2:28

C-33

of 9


Sunday — En domingo

RouteNumber


N&W)

Pennsyl-vaniaAve.

&24th St.

NW

M St.&


town)


WashingtonBlvd.

&Quincy

St.

BALLSTON-MU




After Midnight Service — Servicio después de la medianoche 38B 12:20 12:24 12:29 12:35 12:41 12:44 12:47 12:54

C-34

of 9


# — Buses are signed FARRAGUT SQUARE.

Sunday — En domingo

RouteNumber

Ballston-MU

WashingtonBlvd.

&Quincy

St.


MSt. &


town)

Pennsyl-vaniaAve.

&24th St.

NW


N&W)#




After Midnight Service — Servicio después de la medianoche 38B 12:00 12:03 12:06 12:08 12:14 12:17 12:20 12:24 38B 12:30 12:33 12:36 12:38 12:44 12:47 12:50 12:54

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C-37


August 8, 2019

APPENDIX D VEHICLE, PEDESTRIAN, AND BICYCLE COUNTS

Holiday Inn Rosslyn at Key Bridge DATE: North Nash Street7487 DAY: Wednesday North Nash StreetWB Lee Hwy. & N. Nash St. WEATHER: clear WB Lee Highway - 29Arlington County,VA COUNTED BY: James & Inet WB Lee Highway - 29

INPUTED BY: aganNorth East

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

15 Minute Volumes6:00 AM - 6:15 AM 1 1 2 28 6 34 2 8 10 7 7 12 41 536:15 AM - 6:30 AM 1 1 ` 3 52 2 57 1 4 5 6 6 6 63 696:30 AM - 6:45 AM 81 2 83 3 6 9 7 7 9 90 996:45 AM - 7:00 AM 3 91 9 103 1 11 12 6 6 12 109 1217:00 AM - 7:15 AM 2 1 3 4 122 9 135 9 9 7 7 12 142 1547:15 AM - 7:30 AM 3 3 1 109 5 115 2 9 11 11 11 14 126 1407:30 AM - 7:45 AM 1 1 2 3 94 7 104 4 10 14 8 8 16 112 1287:45 AM - 8:00 AM 3 2 5 5 112 11 128 4 10 14 13 13 19 141 1608:00 AM - 8:15 AM 1 1 2 2 130 10 142 1 12 13 13 13 15 155 1708:15 AM - 8:30 AM 1 2 3 1 110 7 118 1 10 11 19 19 14 137 1518:30 AM - 8:45 AM 2 4 6 6 102 12 120 2 10 12 20 20 18 140 1588:45 AM - 9:00 AM 1 1 2 3 127 7 137 9 13 22 14 14 24 151 1759:00 AM - 9:15 AM 2 92 10 104 12 12 17 17 12 121 1339:15 AM - 9:30 AM 2 2 3 118 8 129 4 9 13 10 10 15 139 1549:30 AM - 9:45 AM 1 2 3 4 127 5 136 3 13 1 17 6 6 20 142 1629:45 AM - 10:00 AM 1 1 2 3 78 7 88 3 17 20 9 9 22 97 119Total 14 22 0 36 0 43 1573 117 1733 0 40 163 1 204 0 173 0 0 173 0 240 1906 2146

4:00 PM 4:15 PM 1 1 5 190 6 201 7 8 15 13 13 16 214 2304:15 PM 4:30 PM 1 8 9 3 204 6 213 7 10 17 9 9 26 222 2484:30 PM 4:45 PM 1 9 10 1 233 11 245 7 15 22 8 8 32 253 2854:45 PM 5:00 PM 1 14 15 1 222 6 229 3 11 14 7 7 29 236 2655:00 PM 5:15 PM 1 5 6 3 234 9 246 10 11 21 13 13 27 259 2865:15 PM 5:30 PM 1 6 7 2 240 11 253 8 13 21 3 3 28 256 2845:30 PM 5:45 PM 4 4 3 257 7 267 1 9 10 10 10 14 277 2915:45 PM 6:00 PM 2 3 5 3 267 11 281 8 13 21 9 9 26 290 3166:00 PM 6:15 PM 3 8 11 1 240 12 253 3 5 8 8 8 19 261 2806:15 PM 6:30 PM 3 1 4 1 223 12 236 2 6 8 11 11 12 247 2596:30 PM 6:45 PM 3 7 10 1 264 4 269 6 4 10 10 10 20 279 2996:45 PM 7:00 PM 247 8 255 2 11 13 7 7 13 262 275Total 16 66 0 82 0 24 2821 103 2948 0 64 116 0 180 0 108 0 0 108 742 6868 7610One Hour Volumes6:00 AM - 7:00 AM 1 2 3 0.375 6 252 19 277 0.672 7 29 36 0.75 26 26 0.929 39 303 3426:15 AM - 7:15 AM 2 2 4 0.333 10 346 22 378 0.7 5 30 35 0.729 26 26 0.929 39 404 4436:30 AM - 7:30 AM 2 4 6 0.5 8 403 25 436 0.807 6 35 41 0.854 31 31 0.705 47 467 5146:45 AM - 7:45 AM 3 5 8 0.667 11 416 30 457 0.846 7 39 46 0.821 32 32 0.727 54 489 5437:00 AM - 8:00 AM 6 7 13 0.65 13 437 32 482 0.893 10 38 48 0.857 39 39 0.75 61 521 5827:15 AM - 8:15 AM 5 7 12 0.6 11 445 33 489 0.861 11 41 52 0.929 45 45 0.865 64 534 5987:30 AM - 8:30 AM 6 6 12 0.6 11 446 35 492 0.866 10 42 52 0.929 53 53 0.697 64 545 6097:45 AM - 8:45 AM 7 9 16 0.667 14 454 40 508 0.894 8 42 50 0.893 65 65 0.813 66 573 6398:00 AM - 9:00 AM 5 8 13 0.542 12 469 36 517 0.91 13 45 58 0.659 66 66 0.825 71 583 6548:15 AM - 9:15 AM 4 7 11 0.458 12 431 36 479 0.874 12 45 57 0.648 70 70 0.875 68 549 6178:30 AM - 9:30 AM 3 7 10 0.417 14 439 37 490 0.894 15 44 59 0.67 61 61 0.763 69 551 6208:45 AM - 9:45 AM 2 5 7 0.583 12 464 30 506 0.923 16 47 1 64 0.727 47 47 0.691 71 553 6249:00 AM 10:00 AM 2 5 7 0.583 12 415 30 457 0.84 10 51 1 62 0.775 42 42 0.618 69 499 568

4:00 PM 5:00 PM 3 32 35 0.583 10 849 29 888 0.906 24 44 68 0.773 37 37 0.712 103 925 10284:15 PM 5:15 PM 4 36 40 0.667 8 893 32 933 0.948 27 47 74 0.841 37 37 0.712 114 970 10844:30 PM 5:30 PM 4 34 38 0.633 7 929 37 973 0.961 28 50 78 0.886 31 31 0.596 116 1004 11204:45 PM 5:45 PM 3 29 32 0.533 9 953 33 995 0.932 22 44 66 0.786 33 33 0.635 98 1028 11265:00 PM 6:00 PM 4 18 22 0.786 11 998 38 1047 0.931 27 46 73 0.869 35 35 0.673 95 1082 11775:15 PM 6:15 PM 6 21 27 0.614 9 1004 41 1054 0.938 20 40 60 0.714 30 30 0.75 87 1084 11715:30 PM 6:30 PM 8 16 24 0.545 8 987 42 1037 0.923 14 33 47 0.56 38 38 0.864 71 1075 11465:45 PM 6:45 PM 11 19 30 0.682 6 994 39 1039 0.924 19 28 47 0.56 38 38 0.864 77 1077 11546:00 PM 7:00 PM 9 16 25 0.568 3 974 36 1013 0.941 13 26 39 0.75 36 36 0.818 64 1049 1113

Eastbound

NORTHBOUND ROAD: WESTBOUND ROAD:

LOCATION: INTERSECTION:

W+A JOB NO:

North Nash Street WB Lee Highway - 29Northbound

North Nash StreetWestbound

TimePeriod

Wells & Associates,IncMcLean, Virginia

4/11/2018PROJECT: SOUTHBOUND ROAD:

EASTBOUND ROAD:

WB Lee Highway - 29

Turning Movement Count - Total Vehicles

Southbound

D-1

Holiday Inn Rosslyn at Key Bridge DATE: North Nash Street7487 DAY: Wednesday North Nash StreetWB Lee Hwy. & N. Nash St. WEATHER: clear WB Lee Highway - 29Arlington County,VA COUNTED BY: Inet WB Lee Highway - 29


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

15 Minute Volumes6:00 AM - 6:15 AM 9 9 9 96:15 AM - 6:30 AM 17 17 17 176:30 AM - 6:45 AM 4 4 1 1 15 15 4 16 206:45 AM - 7:00 AM 3 3 19 19 22 227:00 AM - 7:15 AM 1 1 6 6 1 1 20 20 2 26 287:15 AM - 7:30 AM 3 3 4 4 37 37 3 41 447:30 AM - 7:45 AM 5 5 26 26 31 317:45 AM - 8:00 AM 1 1 3 3 40 40 1 43 448:00 AM - 8:15 AM 8 8 41 41 49 498:15 AM - 8:30 AM 17 17 50 50 67 678:30 AM - 8:45 AM 7 7 21 21 28 288:45 AM - 9:00 AM 6 6 39 39 45 459:00 AM - 9:15 AM 2 2 4 4 28 28 2 32 349:15 AM - 9:30 AM 1 1 2 1 1 25 25 1 27 289:30 AM - 9:45 AM 1 1 2 2 20 20 1 22 239:45 AM - 10:00 AM 1 1 15 15 16 16Total 0 12 0 12 0 67 2 69 2 0 0 2 0 422 0 422 14 491 505

4:00 PM - 4:15 PM 14 14 3 3 17 174:15 PM - 4:30 PM 13 10 23 10 10 33 334:30 PM - 4:45 PM 18 18 7 7 25 254:45 PM - 5:00 PM 8 14 11 33 17 17 5 5 33 22 555:00 PM - 5:15 PM 32 32 6 6 38 385:15 PM - 5:30 PM 50 50 9 9 59 595:30 PM - 5:45 PM 36 36 18 18 54 545:45 PM - 6:00 PM 47 47 2 2 12 12 2 59 616:00 PM - 6:15 PM 1 1 40 40 9 9 1 49 506:15 PM - 6:30 PM 2 2 42 42 17 17 2 59 616:30 PM - 6:45 PM 3 3 27 27 3 3 13 13 6 40 466:45 PM - 7:00 PM 23 23 2 2 25 25Total 8 20 11 39 0 359 10 369 3 0 2 5 0 111 0 111 44 480 524One Hour Volumes6:00 AM - 7:00 AM 4 4 3 1 4 60 60 4 64 686:15 AM - 7:15 AM 5 5 9 1 10 1 1 71 71 6 81 876:30 AM - 7:30 AM 8 8 13 1 14 1 1 91 91 9 105 1146:45 AM - 7:45 AM 4 4 18 18 1 1 102 102 5 120 1257:00 AM - 8:00 AM 5 5 18 18 1 1 123 123 6 141 1477:15 AM - 8:15 AM 4 4 20 20 144 144 4 164 1687:30 AM - 8:30 AM 1 1 33 33 157 157 1 190 1917:45 AM - 8:45 AM 1 1 35 35 152 152 1 187 1888:00 AM - 9:00 AM 38 38 151 151 189 1898:15 AM - 9:15 AM 2 34 34 138 138 2 172 1748:30 AM - 9:30 AM 2 2 18 1 19 1 1 113 113 3 132 1358:45 AM - 9:45 AM 3 3 13 1 14 1 1 112 112 4 126 1309:00 AM - 10:00 AM 3 3 8 1 9 1 1 88 88 4 97 101

4:00 PM - 5:00 PM 8 14 11 33 62 10 72 25 25 33 97 1304:15 PM - 5:15 PM 8 14 11 33 80 10 90 28 28 33 118 1514:30 PM - 5:30 PM 8 14 11 33 117 117 27 27 33 144 1774:45 PM - 5:45 PM 8 14 11 33 135 135 38 38 33 173 2065:00 PM - 6:00 PM 165 165 2 2 45 45 2 210 2125:15 PM - 6:15 PM 1 1 173 173 2 2 48 48 3 221 2245:30 PM - 6:30 PM 3 3 165 165 2 2 56 56 5 221 2265:45 PM - 6:45 PM 6 6 156 156 3 2 5 51 51 11 207 2186:00 PM - 7:00 PM 6 6 132 132 3 3 41 41 9 173 182

Eastbound



W+A JOB NO:

North Nash Street WB Lee Highway - 29Northbound


TimePeriod



EASTBOUND ROAD:

WB Lee Highway - 29

Turning Movement Count - Bicycles

Southbound

D-2

Holiday Inn Rosslyn at Key Bridge7487WB Lee Hwy. & N. Nash St. 1Arlington County,VA 2

8 4Wednesday 7 3clear 5James 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 Total15 Minute Volumes6:00 AM - 6:15 AM 26:15 AM - 6:30 AM 1 6 36:30 AM - 6:45 AM 3 6 2 56:45 AM - 7:00 AM 3 7 1 37:00 AM - 7:15 AM 2 10 2 67:15 AM - 7:30 AM 4 14 1 107:30 AM - 7:45 AM 3 33 4 217:45 AM - 8:00 AM 23 2 188:00 AM - 8:15 AM 4 54 6 40 18:15 AM - 8:30 AM 1 41 3 25 18:30 AM - 8:45 AM 4 61 3 348:45 AM - 9:00 AM 4 33 6 209:00 AM - 9:15 AM 2 29 3 179:15 AM - 9:30 AM 1 17 69:30 AM - 9:45 AM 14 2 69:45 AM - 10:00 AM 1 9 4

4:00 PM - 4:15 PM 8 3 3 24:15 PM - 4:30 PM 10 11 54:30 PM - 4:45 PM 11 13 9 24:45 PM - 5:00 PM 11 45:00 PM - 5:15 PM 14 18 13 15:15 PM - 5:30 PM 17 14 14 45:30 PM - 5:45 PM 26 11 18 55:45 PM - 6:00 PM 28 9 15 16:00 PM - 6:15 PM 32 5 15 46:15 PM - 6:30 PM 30 10 17 116:30 PM - 6:45 PM 33 3 126:45 PM - 7:00 PM 13 8 8 2Total 266 462 168 252 0 0 2 0One Hour Volumes6:00 AM - 7:00 AM 7 19 3 13 26 16 426:15 AM - 7:15 AM 9 29 5 17 38 22 606:30 AM - 7:30 AM 12 37 6 24 49 30 796:45 AM - 7:45 AM 12 64 8 40 76 48 1247:00 AM - 8:00 AM 9 80 9 55 89 64 1537:15 AM - 8:15 AM 11 124 13 89 1 135 102 1 2387:30 AM - 8:30 AM 8 151 15 104 2 159 119 2 2807:45 AM - 8:45 AM 9 179 14 117 2 188 131 2 3218:00 AM - 9:00 AM 13 189 18 119 2 202 137 2 3418:15 AM - 9:15 AM 11 164 15 96 1 175 111 1 2878:30 AM - 9:30 AM 11 140 12 77 151 89 2408:45 AM - 9:45 AM 7 93 11 49 100 60 1609:00 AM - 10:00 AM 4 69 5 33 73 38 111

4:00 PM - 5:00 PM 40 27 21 4 67 25 924:15 PM - 5:15 PM 46 42 31 3 88 34 1224:30 PM - 5:30 PM 53 45 40 7 98 47 1454:45 PM - 5:45 PM 68 43 49 10 111 59 1705:00 PM - 6:00 PM 85 52 11 137 11 1485:15 PM - 6:15 PM 103 39 62 14 142 76 2185:30 PM - 6:30 PM 116 35 65 21 151 86 2375:45 PM - 6:45 PM 123 27 59 16 150 75 2256:00 PM - 7:00 PM 108 26 52 17 134 69 203

COUNTED BY:

LOCATION:

Period

North Nash Street

Time Movement

DATE:

WB

Lee

Hig

hway

-

INTERSECTION:

NorthWEATHER:

INPUTED BY:

WB

Lee

Hig

hway

-

Wells + Associates, Inc.McLean, Virginia

Pedestrian Volume Survey

PROJECT: North Nash Street

DAY:

W + A JOB NO:

4/11/2018

D-3

Holiday Inn Rosslyn at Key Bridge DATE: North Fort Myer Drive7487 DAY: Wednesday North Fort Myer DriveWB Lee Hwy. & N. Fort Myer Dr. WEATHER: clear WB Lee Highway - 29Arlington County,VA COUNTED BY: Maria & Judith WB Lee Highway - 29



15 Minute Volumes6:00 AM - 6:15 AM 26 74 100 18 10 28 100 28 1286:15 AM - 6:30 AM 39 102 141 ` 33 12 45 141 45 1866:30 AM - 6:45 AM 67 127 194 28 12 40 194 40 2346:45 AM - 7:00 AM 52 164 216 56 16 72 216 72 2887:00 AM - 7:15 AM 71 151 222 60 14 74 222 74 2967:15 AM - 7:30 AM 73 195 268 52 16 68 268 68 3367:30 AM - 7:45 AM 51 245 296 56 21 77 296 77 3737:45 AM - 8:00 AM 57 216 273 51 29 80 273 80 3538:00 AM - 8:15 AM 80 215 295 58 29 87 295 87 3828:15 AM - 8:30 AM 54 244 298 41 25 66 298 66 3648:30 AM - 8:45 AM 46 249 295 49 28 77 295 77 3728:45 AM - 9:00 AM 74 210 284 50 42 92 284 92 3769:00 AM - 9:15 AM 60 229 289 44 34 78 289 78 3679:15 AM - 9:30 AM 83 247 330 44 39 83 330 83 4139:30 AM - 9:45 AM 78 223 301 61 18 79 301 79 3809:45 AM - 10:00 AM 45 175 220 34 21 55 220 55 275Total 956 3066 0 4022 0 0 735 366 1101 0 0 0 0 0 0 0 0 0 0 0 4022 1101 5123

4:00 PM 4:15 PM 75 367 442 112 19 131 442 131 5734:15 PM 4:30 PM 76 382 458 129 27 156 458 156 6144:30 PM 4:45 PM 78 352 430 122 33 155 430 155 5854:45 PM 5:00 PM 74 351 425 148 27 175 425 175 6005:00 PM 5:15 PM 88 339 427 135 17 152 427 152 5795:15 PM 5:30 PM 69 331 400 135 24 159 400 159 5595:30 PM 5:45 PM 74 277 351 135 32 167 351 167 5185:45 PM 6:00 PM 91 319 410 153 30 183 410 183 5936:00 PM 6:15 PM 72 310 382 182 23 205 382 205 5876:15 PM 6:30 PM 65 296 361 158 30 188 361 188 5496:30 PM 6:45 PM 82 350 432 194 32 226 432 226 6586:45 PM 7:00 PM 85 314 399 196 26 222 399 222 621Total 929 3988 0 4917 0 0 1799 320 2119 0 0 0 0 0 0 0 0 0 0 12961 4321 17282One Hour Volumes6:00 AM - 7:00 AM 184 467 651 0.7535 135 50 185 0.6424 651 185 8366:15 AM - 7:15 AM 229 544 773 0.8705 177 54 231 0.7804 773 231 10046:30 AM - 7:30 AM 263 637 900 0.8396 196 58 254 0.8581 900 254 11546:45 AM - 7:45 AM 247 755 1002 0.8463 224 67 291 0.9448 1002 291 12937:00 AM - 8:00 AM 252 807 1059 0.8944 219 80 299 0.9344 1059 299 13587:15 AM - 8:15 AM 261 871 1132 0.9561 217 95 312 0.8966 1132 312 14447:30 AM - 8:30 AM 242 920 1162 0.975 206 104 310 0.891 1162 310 14727:45 AM - 8:45 AM 237 924 1161 0.974 199 111 310 0.8908 1161 310 14718:00 AM - 9:00 AM 254 918 1172 0.9832 198 124 322 0.875 1172 322 14948:15 AM - 9:15 AM 234 932 1166 0.9782 184 129 313 0.8505 1166 313 14798:30 AM - 9:30 AM 263 935 1198 0.9076 187 143 330 0.8967 1198 330 15288:45 AM - 9:45 AM 295 909 1204 0.9121 199 133 332 0.9022 1204 332 15369:00 AM 10:00 AM 266 874 1140 0.8636 183 112 295 0.8886 1140 295 1435

4:00 PM 5:00 PM 303 1452 1755 0.958 511 106 617 0.8814 1755 617 23724:15 PM 5:15 PM 316 1424 1740 0.9498 534 104 638 0.9114 1740 638 23784:30 PM 5:30 PM 309 1373 1682 0.9779 540 101 641 0.9157 1682 641 23234:45 PM 5:45 PM 305 1298 1603 0.939 553 100 653 0.933 1603 653 22565:00 PM 6:00 PM 322 1266 1588 0.9297 558 103 661 0.903 1588 661 22495:15 PM 6:15 PM 306 1237 1543 0.9409 605 109 714 0.8707 1543 714 22575:30 PM 6:30 PM 302 1202 1504 0.9171 628 115 743 0.9061 1504 743 22475:45 PM 6:45 PM 310 1275 1585 0.9172 687 115 802 0.8872 1585 802 23876:00 PM 7:00 PM 304 1270 1574 0.9109 730 111 841 0.9303 1574 841 2415

Period



EASTBOUND ROAD:

WB Lee Highway - 29


SouthboundNorth Fort Myer Drive WB Lee Highway - 29

NorthboundNorth Fort Myer Drive

WestboundTime

Eastbound



W+A JOB NO:

D-4

Holiday Inn Rosslyn at Key Bridge DATE: North Fort Myer Drive7487 DAY: Wednesday North Fort Myer DriveWB Lee Hwy. & N. Fort Myer Dr. WEATHER: clear WB Lee Highway - 29Arlington County,VA COUNTED BY: Judith WB Lee Highway - 29



15 Minute Volumes6:00 AM - 6:15 AM 1 1 8 8 9 96:15 AM - 6:30 AM 1 1 2 11 11 13 136:30 AM - 6:45 AM 1 3 4 1 1 14 14 4 15 196:45 AM - 7:00 AM 1 2 3 17 17 3 17 207:00 AM - 7:15 AM 2 1 1 4 4 4 1 1 25 25 5 29 347:15 AM - 7:30 AM 3 3 1 7 4 4 1 1 27 27 8 31 397:30 AM - 7:45 AM 4 3 7 2 2 1 1 2 32 1 33 9 35 447:45 AM - 8:00 AM 1 3 1 5 2 2 2 2 36 5 41 7 43 508:00 AM - 8:15 AM 1 5 6 3 3 42 42 6 45 518:15 AM - 8:30 AM 9 14 3 26 6 1 7 47 3 50 26 57 838:30 AM - 8:45 AM 3 5 8 4 4 55 4 59 8 63 718:45 AM - 9:00 AM 7 9 16 1 1 3 1 4 37 2 39 20 40 609:00 AM - 9:15 AM 2 7 9 1 1 2 26 3 29 9 31 409:15 AM - 9:30 AM 1 3 4 3 2 5 1 1 29 2 31 5 36 419:30 AM - 9:45 AM 2 2 15 3 18 20 209:45 AM - 10:00 AM 1 1 2 2 4 1 1 8 2 10 2 14 16Total 36 58 6 100 10 27 7 44 6 6 0 12 0 429 25 454 112 498 610

4:00 PM - 4:15 PM 2 3 5 11 1 12 1 1 8 8 6 20 264:15 PM - 4:30 PM 1 1 2 10 10 1 1 7 7 3 17 204:30 PM - 4:45 PM 2 3 5 1 14 15 2 2 7 1 8 7 23 304:45 PM - 5:00 PM 2 2 1 5 10 10 1 1 5 3 8 6 18 245:00 PM - 5:15 PM 4 2 6 11 11 11 1 12 6 23 295:15 PM - 5:30 PM 5 5 10 1 42 1 44 1 1 1 10 11 11 55 665:30 PM - 5:45 PM 3 3 6 27 27 2 1 3 16 16 9 43 525:45 PM - 6:00 PM 4 6 10 32 32 1 1 12 1 13 11 45 566:00 PM - 6:15 PM 5 4 9 37 2 39 2 2 10 3 13 11 52 636:15 PM - 6:30 PM 8 5 13 30 30 1 16 3 20 13 50 636:30 PM - 6:45 PM 3 4 7 22 22 1 1 2 1 12 13 9 35 446:45 PM - 7:00 PM 8 5 13 26 4 30 9 2 11 13 41 54Total 47 43 1 91 2 272 8 282 5 7 2 14 3 123 14 140 105 422 527One Hour Volumes6:00 AM - 7:00 AM 2 5 7 2 2 4 50 50 7 54 616:15 AM - 7:15 AM 4 6 1 11 5 2 7 1 1 67 67 12 74 866:30 AM - 7:30 AM 7 9 2 18 4 4 1 9 2 2 83 83 20 92 1126:45 AM - 7:45 AM 10 9 2 21 4 4 2 10 1 3 4 101 1 102 25 112 1377:00 AM - 8:00 AM 10 10 3 23 4 4 4 12 3 3 6 120 6 126 29 138 1677:15 AM - 8:15 AM 9 14 2 25 4 3 4 11 3 2 5 137 6 143 30 154 1847:30 AM - 8:30 AM 15 25 4 44 9 5 14 3 1 4 157 9 166 48 180 2287:45 AM - 8:45 AM 14 27 4 45 13 3 16 2 2 180 12 192 47 208 2558:00 AM - 9:00 AM 20 33 3 56 14 1 15 3 1 4 181 9 190 60 205 2658:15 AM - 9:15 AM 21 35 3 1 12 1 14 3 1 4 165 12 177 63 191 2548:30 AM - 9:30 AM 13 24 37 4 8 12 3 2 5 147 11 158 42 170 2128:45 AM - 9:45 AM 10 19 29 4 6 10 3 2 5 107 10 117 34 127 1619:00 AM - 10:00 AM 4 10 14 6 7 13 2 2 78 10 88 16 101 117

4:00 PM - 5:00 PM 7 9 1 17 1 45 1 47 1 3 1 5 27 4 31 22 78 1004:15 PM - 5:15 PM 9 8 1 18 1 45 46 3 1 4 30 5 35 22 81 1034:30 PM - 5:30 PM 13 12 1 26 2 77 1 80 3 1 4 1 33 5 39 30 119 1494:45 PM - 5:45 PM 14 12 1 27 1 90 1 92 2 2 1 5 1 42 4 47 32 139 1715:00 PM - 6:00 PM 16 16 32 1 112 1 114 2 3 5 1 49 2 52 37 166 2035:15 PM - 6:15 PM 17 18 35 1 138 3 142 4 3 7 1 48 4 53 42 195 2375:30 PM - 6:30 PM 20 18 38 126 2 128 4 2 6 1 54 7 62 44 190 2345:45 PM - 6:45 PM 20 19 39 121 2 123 2 2 1 5 2 50 7 59 44 182 2266:00 PM - 7:00 PM 24 18 42 115 6 121 2 1 1 4 2 47 8 57 46 178 224

Period



EASTBOUND ROAD:

WB Lee Highway - 29


SouthboundNorth Fort Myer Drive WB Lee Highway - 29


WestboundTime

Eastbound



W+A JOB NO:

D-5

Holiday Inn Rosslyn at Key Bridge7487WB Lee Hwy. & N. Fort Myer Dr. 1Arlington County,VA 2

8 4Wednesday 7 3clear 5Maria 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 Total15 Minute Volumes6:00 AM - 6:15 AM 2 16:15 AM - 6:30 AM 1 2 26:30 AM - 6:45 AM 5 1 1 1 2 16:45 AM - 7:00 AM 1 3 1 3 307:00 AM - 7:15 AM 1 5 3 10 167:15 AM - 7:30 AM 5 20 1 18 2 5 127:30 AM - 7:45 AM 2 5 1 2 4 9 167:45 AM - 8:00 AM 1 2 2 1 1 2 628:00 AM - 8:15 AM 1 1 3 1 4 418:15 AM - 8:30 AM 36 2 23 2 22 3 308:30 AM - 8:45 AM 3 5 6 1 3 2 11 98:45 AM - 9:00 AM 2 7 2 1 4 3 7 79:00 AM - 9:15 AM 3 3 1 5 7 189:15 AM - 9:30 AM 4 2 1 5 59:30 AM - 9:45 AM 2 2 4 19:45 AM - 10:00 AM 1 1 2 13 1

4:00 PM - 4:15 PM 7 2 2 2 2 3 6 144:15 PM - 4:30 PM 3 4 1 1 9 74:30 PM - 4:45 PM 10 12 1 3 3 9 34:45 PM - 5:00 PM 12 5 2 1 9 135:00 PM - 5:15 PM 6 10 2 1 2 11 9 155:15 PM - 5:30 PM 12 4 1 5 3 2 14 255:30 PM - 5:45 PM 13 13 1 3 2 18 19 195:45 PM - 6:00 PM 16 15 8 1 1 11 196:00 PM - 6:15 PM 11 4 3 6 176:15 PM - 6:30 PM 9 13 2 1 1 20 9 106:30 PM - 6:45 PM 11 11 5 4 1 21 8 136:45 PM - 7:00 PM 9 8 3 3 1 1 7 22Total 143 197 47 86 28 122 197 429One Hour Volumes6:00 AM - 7:00 AM 4 8 1 2 1 7 34 12 3 1 41 576:15 AM - 7:15 AM 3 13 1 2 4 17 49 16 3 4 66 896:30 AM - 7:30 AM 7 33 2 20 6 20 59 40 22 6 79 1476:45 AM - 7:45 AM 9 33 2 21 9 27 74 42 23 9 101 1757:00 AM - 8:00 AM 9 32 2 22 1 10 26 106 41 24 11 132 2087:15 AM - 8:15 AM 9 28 2 25 1 8 20 131 37 27 9 151 2247:30 AM - 8:30 AM 4 44 3 30 3 28 18 149 48 33 31 167 2797:45 AM - 8:45 AM 5 44 8 29 6 26 20 142 49 37 32 162 2808:00 AM - 9:00 AM 6 49 10 28 9 28 25 87 55 38 37 112 2428:15 AM - 9:15 AM 8 51 10 26 9 32 28 64 59 36 41 92 2288:30 AM - 9:30 AM 8 19 10 3 8 10 30 39 27 13 18 69 1278:45 AM - 9:45 AM 7 14 6 2 5 8 23 31 21 8 13 54 969:00 AM - 10:00 AM 5 7 5 2 3 5 29 25 12 7 8 54 81

4:00 PM - 5:00 PM 32 23 4 8 5 4 33 37 55 12 9 70 1464:15 PM - 5:15 PM 31 31 4 7 5 12 36 38 62 11 17 74 1644:30 PM - 5:30 PM 40 31 4 11 8 14 41 56 71 15 22 97 2054:45 PM - 5:45 PM 43 32 4 11 7 32 51 72 75 15 39 123 2525:00 PM - 6:00 PM 47 42 10 7 32 53 78 89 10 39 131 2695:15 PM - 6:15 PM 52 36 13 15 5 21 44 80 88 28 26 124 2665:30 PM - 6:30 PM 49 45 14 11 3 39 39 65 94 25 42 104 2655:45 PM - 6:45 PM 47 43 18 12 2 42 28 59 90 30 44 87 2516:00 PM - 7:00 PM 40 36 13 14 3 42 24 62 76 27 45 86 234

4/11/2018

WEATHER:

INPUTED BY:

WB

Lee

Hig

hway

-



PROJECT: North Fort Myer Drive

DAY:

W + A JOB NO:

COUNTED BY:

LOCATION:

Period

North Fort Myer Drive

Time Movement

DATE:

WB

Lee

Hig

hway

- INTERSECTION:

North

D-6

Holiday Inn Rosslyn at Key Bridge DATE: North Lynn Street7487 DAY: Wednesday North Lynn StreetWB Lee Hwy. & N. Lynn St. WEATHER: clear WB Lee Highway - 29Arlington County,VA COUNTED BY: Muris & Abdul WB Lee Highway - 29



15 Minute Volumes6:00 AM - 6:15 AM 84 11 95 152 11 163 163 95 2586:15 AM - 6:30 AM ` 89 20 109 217 23 240 240 109 3496:30 AM - 6:45 AM 116 12 128 300 17 317 317 128 4456:45 AM - 7:00 AM 126 16 142 327 37 364 364 142 5067:00 AM - 7:15 AM 109 29 138 424 36 460 460 138 5987:15 AM - 7:30 AM 93 30 123 553 26 579 579 123 7027:30 AM - 7:45 AM 126 25 151 602 33 635 635 151 7867:45 AM - 8:00 AM 95 44 139 578 27 605 605 139 7448:00 AM - 8:15 AM 107 32 139 554 38 592 592 139 7318:15 AM - 8:30 AM 97 40 137 572 23 595 595 137 7328:30 AM - 8:45 AM 95 36 131 597 25 622 622 131 7538:45 AM - 9:00 AM 89 30 119 497 31 528 528 119 6479:00 AM - 9:15 AM 82 30 112 380 23 403 403 112 5159:15 AM - 9:30 AM 102 32 134 475 29 504 504 134 6389:30 AM - 9:45 AM 102 27 129 364 32 396 396 129 5259:45 AM - 10:00 AM 68 21 89 344 19 363 363 89 452Total 0 0 0 0 0 1580 435 0 2015 0 0 6936 430 7366 0 0 0 0 0 0 7366 2015 9381



Eastbound



W+A JOB NO:

North Lynn Street WB Lee Highway - 29Northbound

North Lynn StreetWestbound

TimePeriod



EASTBOUND ROAD:

WB Lee Highway - 29


Southbound

D-7

Holiday Inn Rosslyn at Key Bridge DATE: North Lynn Street7487 DAY: Wednesday North Lynn StreetWB Lee Hwy. & N. Lynn St. WEATHER: clear WB Lee Highway - 29Arlington County,VA COUNTED BY: Abdul WB Lee Highway - 29



15 Minute Volumes6:00 AM - 6:15 AM 1 1 5 1 6 7 76:15 AM - 6:30 AM 1 4 5 1 1 5 5 1 8 1 10 10 11 216:30 AM - 6:45 AM 1 2 3 1 1 9 5 14 1 17 186:45 AM - 7:00 AM 2 2 2 2 3 3 8 3 11 5 13 187:00 AM - 7:15 AM 1 1 2 2 1 2 3 12 2 14 4 16 207:15 AM - 7:30 AM 1 1 1 3 4 19 9 28 5 28 337:30 AM - 7:45 AM 7 7 2 2 1 1 14 7 21 8 23 317:45 AM - 8:00 AM 1 1 20 8 28 29 298:00 AM - 8:15 AM 3 3 1 1 2 3 3 1 21 12 34 6 36 428:15 AM - 8:30 AM 3 3 1 1 6 6 23 14 37 9 38 478:30 AM - 8:45 AM 1 1 1 3 2 1 3 1 1 28 13 41 4 44 488:45 AM - 9:00 AM 4 4 1 1 3 3 22 11 33 7 34 419:00 AM - 9:15 AM 3 3 3 3 19 9 28 6 28 349:15 AM - 9:30 AM 5 5 16 10 26 5 26 319:30 AM - 9:45 AM 2 2 1 1 1 1 15 7 22 3 23 269:45 AM - 10:00 AM 2 2 0 18 6 24 2 24 26Total 2 38 1 41 6 11 3 20 3 31 0 34 2 257 118 377 75 397 472

4:00 PM - 4:15 PM 4 4 1 14 2 17 2 4 6 1 2 3 10 20 304:15 PM - 4:30 PM 1 1 1 11 12 2 8 10 4 3 7 11 19 304:30 PM - 4:45 PM 2 1 3 1 16 17 1 1 2 2 4 19 234:45 PM - 5:00 PM 2 1 1 4 2 12 14 1 2 3 3 2 5 7 19 265:00 PM - 5:15 PM 1 1 2 1 19 1 21 2 3 5 4 4 7 25 325:15 PM - 5:30 PM 24 24 6 6 2 1 3 6 27 335:30 PM - 5:45 PM 1 1 34 34 3 3 5 4 9 4 43 475:45 PM - 6:00 PM 2 2 1 31 1 33 1 7 8 1 2 3 10 36 466:00 PM - 6:15 PM 1 2 1 4 30 30 8 8 5 1 6 12 36 486:15 PM - 6:30 PM 3 2 5 2 25 27 1 7 8 5 5 13 32 456:30 PM - 6:45 PM 4 1 5 24 24 1 4 5 4 1 5 10 29 396:45 PM - 7:00 PM 1 2 1 4 15 15 3 3 6 2 8 7 23 30Total 11 18 6 35 9 255 4 268 10 56 0 66 0 38 22 60 101 328 429One Hour Volumes6:00 AM - 7:00 AM 1 6 7 4 1 2 7 1 8 9 1 30 10 41 16 48 646:15 AM - 7:15 AM 1 7 8 4 2 2 8 2 10 12 1 37 11 49 20 57 776:30 AM - 7:30 AM 4 4 3 2 2 7 3 8 11 48 19 67 15 74 896:45 AM - 7:45 AM 11 11 2 4 6 2 9 11 53 21 74 22 80 1027:00 AM - 8:00 AM 9 9 5 5 2 6 8 65 26 91 17 96 1137:15 AM - 8:15 AM 11 11 1 4 5 1 7 8 1 74 36 111 19 116 1357:30 AM - 8:30 AM 13 13 1 5 6 10 10 1 78 41 120 23 126 1497:45 AM - 8:45 AM 1 7 1 9 1 5 1 7 10 10 1 92 47 140 19 147 1668:00 AM - 9:00 AM 1 11 1 13 2 4 1 7 13 13 1 94 50 145 26 152 1788:15 AM - 9:15 AM 1 11 1 1 3 1 5 13 13 92 47 139 26 144 1708:30 AM - 9:30 AM 1 13 1 15 1 2 1 4 7 7 85 43 128 22 132 1548:45 AM - 9:45 AM 14 14 1 1 2 7 7 72 37 109 21 111 1329:00 AM - 10:00 AM 12 12 1 1 4 4 68 32 100 16 101 117

4:00 PM - 5:00 PM 2 8 2 12 5 53 2 60 5 15 20 10 7 17 32 77 1094:15 PM - 5:15 PM 2 5 3 10 5 58 1 64 5 14 19 9 9 18 29 82 1114:30 PM - 5:30 PM 2 4 3 9 4 71 1 76 3 12 15 7 7 14 24 90 1144:45 PM - 5:45 PM 2 3 2 7 3 89 1 93 3 14 17 10 11 21 24 114 1385:00 PM - 6:00 PM 4 1 5 2 108 2 112 3 19 22 8 11 19 27 131 1585:15 PM - 6:15 PM 1 5 1 7 1 119 1 121 1 24 25 13 8 21 32 142 1745:30 PM - 6:30 PM 4 7 1 12 3 120 1 124 2 25 27 16 7 23 39 147 1865:45 PM - 6:45 PM 8 6 2 16 3 110 1 114 3 26 29 15 4 19 45 133 1786:00 PM - 7:00 PM 9 6 3 18 2 94 96 2 22 24 20 4 24 42 120 162

Eastbound



W+A JOB NO:

North Lynn Street WB Lee Highway - 29Northbound


TimePeriod



EASTBOUND ROAD:

WB Lee Highway - 29


Southbound

D-8

Holiday Inn Rosslyn at Key Bridge7487WB Lee Hwy. & N. Lynn St. 1Arlington County,VA 2

8 4Wednesday 7 3clear 5Muris 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 Total15 Minute Volumes6:00 AM - 6:15 AM 1 5 1 26:15 AM - 6:30 AM 1 1 7 6 16:30 AM - 6:45 AM 1 4 10 36:45 AM - 7:00 AM 3 4 26 8 2 3 27:00 AM - 7:15 AM 2 3 12 17 3 27:15 AM - 7:30 AM 6 5 13 10 2 3 37:30 AM - 7:45 AM 5 4 15 11 1 2 2 27:45 AM - 8:00 AM 6 18 10 5 10 58:00 AM - 8:15 AM 3 6 15 9 3 7 28:15 AM - 8:30 AM 1 10 16 3 108:30 AM - 8:45 AM 7 22 10 4 7 18:45 AM - 9:00 AM 1 15 27 5 7 89:00 AM - 9:15 AM 5 6 20 6 1 79:15 AM - 9:30 AM 4 6 16 3 2 5 3 59:30 AM - 9:45 AM 5 10 7 5 29:45 AM - 10:00 AM 1 3 8 5 3 1

4:00 PM - 4:15 PM 7 2 23 10 3 3 4 14:15 PM - 4:30 PM 3 5 13 31 14:30 PM - 4:45 PM 7 5 26 16 1 5 54:45 PM - 5:00 PM 7 10 30 15 2 55:00 PM - 5:15 PM 10 11 29 18 7 2 3 55:15 PM - 5:30 PM 10 8 40 37 11 6 9 25:30 PM - 5:45 PM 15 12 37 20 3 2 7 115:45 PM - 6:00 PM 12 19 52 25 7 6 56:00 PM - 6:15 PM 15 13 35 22 11 3 2 46:15 PM - 6:30 PM 16 9 49 18 9 2 2 56:30 PM - 6:45 PM 12 13 21 28 5 5 9 96:45 PM - 7:00 PM 11 10 25 28 5 5 3 2Total 159 192 614 394 83 68 96 87One Hour Volumes6:00 AM - 7:00 AM 6 9 48 17 3 3 5 15 65 3 8 916:15 AM - 7:15 AM 7 12 55 34 5 3 5 19 89 5 8 1216:30 AM - 7:30 AM 12 16 61 38 7 6 7 28 99 7 13 1476:45 AM - 7:45 AM 16 16 66 46 1 9 8 9 32 112 10 17 1717:00 AM - 8:00 AM 13 18 58 48 6 17 5 12 31 106 23 17 1777:15 AM - 8:15 AM 14 21 61 40 9 14 12 12 35 101 23 24 1837:30 AM - 8:30 AM 9 16 58 46 12 12 9 19 25 104 24 28 1817:45 AM - 8:45 AM 4 19 65 45 15 17 7 18 23 110 32 25 1908:00 AM - 9:00 AM 5 28 74 40 10 14 15 13 33 114 24 28 1998:15 AM - 9:15 AM 7 28 79 37 7 15 15 11 35 116 22 26 1998:30 AM - 9:30 AM 10 34 85 24 6 20 18 6 44 109 26 24 2038:45 AM - 9:45 AM 10 32 73 21 2 13 23 7 42 94 15 30 1819:00 AM - 10:00 AM 10 20 54 21 2 6 18 8 30 75 8 26 139


COUNTED BY:

LOCATION:

Period

North Lynn Street

Time Movement

DATE:

WB

Lee

Hig

hway

- INTERSECTION:

NorthWEATHER:

INPUTED BY:

WB

Lee

Hig

hway

-



PROJECT: North Lynn Street

DAY:

W + A JOB NO:

4/11/2018

D-9

Holiday Inn Rosslyn at Key Bridge DATE: North Nash Street7487 DAY: Wednesday North Nash StreetEB Lee Hwy. & N.Nash St. WEATHER: clear EB Lee Highway - 29Arlington County,VA COUNTED BY: Ibrahim & Selvedina EB Lee Highway - 29



15 Minute Volumes6:00 AM - 6:15 AM 1 12 13 2 2 4 9 113 7 129 17 129 1466:15 AM - 6:30 AM 1 8 9 ` 4 3 7 9 139 2 150 16 150 1666:30 AM - 6:45 AM 1 7 8 17 1 18 6 192 7 205 26 205 2316:45 AM - 7:00 AM 4 14 18 12 8 20 7 233 4 244 38 244 2827:00 AM - 7:15 AM 4 11 15 15 5 20 17 334 4 355 35 355 3907:15 AM - 7:30 AM 4 15 19 21 4 25 19 466 6 491 44 491 5357:30 AM - 7:45 AM 2 13 15 21 10 31 16 560 5 581 46 581 6277:45 AM - 8:00 AM 3 23 26 26 7 33 17 509 8 534 59 534 5938:00 AM - 8:15 AM 4 19 23 22 9 31 15 509 3 527 54 527 5818:15 AM - 8:30 AM 6 21 27 37 8 45 9 462 1 472 72 472 5448:30 AM - 8:45 AM 11 22 33 27 10 37 8 300 4 312 70 312 3828:45 AM - 9:00 AM 5 17 22 33 13 46 2 285 7 294 68 294 3629:00 AM - 9:15 AM 3 21 24 14 9 23 1 217 1 219 47 219 2669:15 AM - 9:30 AM 5 14 19 18 8 26 13 253 9 275 45 275 3209:30 AM - 9:45 AM 4 7 11 29 8 37 19 297 3 319 48 319 3679:45 AM - 10:00 AM 14 14 11 14 25 13 236 13 262 39 262 301Total 0 58 238 296 0 0 0 0 0 0 309 119 0 428 0 180 5105 84 5369 0 724 5369 6093

4:00 PM 4:15 PM 5 15 20 11 7 18 14 195 7 216 38 216 2544:15 PM 4:30 PM 4 22 26 16 7 23 15 203 8 226 49 226 2754:30 PM 4:45 PM 4 30 34 18 14 32 14 214 16 244 66 244 3104:45 PM 5:00 PM 5 23 28 17 9 26 20 242 10 272 54 272 3265:00 PM 5:15 PM 9 27 36 24 9 33 11 237 16 264 69 264 3335:15 PM 5:30 PM 8 21 29 29 13 42 14 209 16 239 71 239 3105:30 PM 5:45 PM 8 17 25 13 6 19 14 238 9 261 44 261 3055:45 PM 6:00 PM 5 22 27 15 12 27 17 227 13 257 54 257 3116:00 PM 6:15 PM 4 24 28 8 3 11 9 247 7 263 39 263 3026:15 PM 6:30 PM 4 28 32 18 4 22 10 281 6 297 54 297 3516:30 PM 6:45 PM 4 21 25 12 4 16 13 237 7 257 41 257 2986:45 PM 7:00 PM 3 18 21 9 3 12 11 212 5 228 33 228 261Total 0 63 268 331 0 0 0 0 0 0 190 91 0 281 0 162 2742 120 3024 2060 13762 15822One Hour Volumes6:00 AM - 7:00 AM 7 41 48 0.6667 35 14 49 0.6125 31 677 20 728 0.7459 97 728 8256:15 AM - 7:15 AM 10 40 50 0.6944 48 17 65 0.8125 39 898 17 954 0.6718 115 954 10696:30 AM - 7:30 AM 13 47 60 0.7895 65 18 83 0.83 49 1225 21 1295 0.6594 143 1295 14386:45 AM - 7:45 AM 14 53 67 0.8816 69 27 96 0.7742 59 1593 19 1671 0.719 163 1671 18347:00 AM - 8:00 AM 13 62 75 0.7212 83 26 109 0.8258 69 1869 23 1961 0.8438 184 1961 21457:15 AM - 8:15 AM 13 70 83 0.7981 90 30 120 0.9091 67 2044 22 2133 0.9178 203 2133 23367:30 AM - 8:30 AM 15 76 91 0.843 106 34 140 0.778 57 2040 17 2114 0.91 231 2114 23457:45 AM - 8:45 AM 24 85 109 0.8258 112 34 146 0.8111 49 1780 16 1845 0.8638 255 1845 21008:00 AM - 9:00 AM 26 79 105 0.7955 119 40 159 0.8641 34 1556 15 1605 0.7614 264 1605 18698:15 AM - 9:15 AM 25 81 106 0.803 111 40 151 0.8207 20 1264 13 1297 0.687 257 1297 15548:30 AM - 9:30 AM 24 74 98 0.7424 92 40 132 0.7174 24 1055 21 1100 0.8814 230 1100 13308:45 AM - 9:45 AM 17 59 76 0.7917 94 38 132 0.7174 35 1052 20 1107 0.8676 208 1107 13159:00 AM 10:00 AM 12 56 68 0.7083 72 39 111 0.75 46 1003 26 1075 0.8425 179 1075 1254

4:00 PM 5:00 PM 18 90 108 0.7941 62 37 99 0.7734 63 854 41 958 0.8805 207 958 11654:15 PM 5:15 PM 22 102 124 0.8611 75 39 114 0.8636 60 896 50 1006 0.9246 238 1006 12444:30 PM 5:30 PM 26 101 127 0.8819 88 45 133 0.7917 59 902 58 1019 0.9366 260 1019 12794:45 PM 5:45 PM 30 88 118 0.819 83 37 120 0.714 59 926 51 1036 0.952 238 1036 12745:00 PM 6:00 PM 30 87 117 0.8125 81 40 121 0.7202 56 911 54 1021 0.9669 238 1021 12595:15 PM 6:15 PM 25 84 109 0.9397 65 34 99 0.5893 54 921 45 1020 0.9696 208 1020 12285:30 PM 6:30 PM 21 91 112 0.875 54 25 79 0.7315 50 993 35 1078 0.9074 191 1078 12695:45 PM 6:45 PM 17 95 112 0.875 53 23 76 0.7037 49 992 33 1074 0.904 188 1074 12626:00 PM 7:00 PM 15 91 106 0.8281 47 14 61 0.6932 43 977 25 1045 0.8796 167 1045 1212

Eastbound



W+A JOB NO:

North Nash Street EB Lee Highway - 29Northbound


TimePeriod



EASTBOUND ROAD:

EB Lee Highway - 29


Southbound

D-10

Holiday Inn Rosslyn at Key Bridge DATE: North Nash Street7487 DAY: Wednesday North Nash StreetEB Lee Hwy. & N.Nash St. WEATHER: clear EB Lee Highway - 29Arlington County,VA COUNTED BY: Selvedina EB Lee Highway - 29



15 Minute Volumes6:00 AM - 6:15 AM 1 1 1 16:15 AM - 6:30 AM 1 1 1 16:30 AM - 6:45 AM 1 1 2 2 26:45 AM - 7:00 AM 1 1 1 17:00 AM - 7:15 AM 1 1 1 1 1 1 27:15 AM - 7:30 AM 1 1 2 1 1 2 1 37:30 AM - 7:45 AM 1 1 1 1 1 1 27:45 AM - 8:00 AM 1 1 1 1 1 1 28:00 AM - 8:15 AM8:15 AM - 8:30 AM 2 2 1 1 1 3 4 1 1 6 2 88:30 AM - 8:45 AM 1 1 1 1 2 2 2 3 2 58:45 AM - 9:00 AM 1 1 1 1 1 1 2 1 39:00 AM - 9:15 AM 1 1 2 2 1 2 39:15 AM - 9:30 AM 2 2 1 1 1 1 3 1 49:30 AM - 9:45 AM 1 1 1 19:45 AM - 10:00 AMTotal 0 12 1 13 0 0 3 3 4 9 0 13 0 9 0 9 26 12 38

4:00 PM - 4:15 PM 1 1 1 14:15 PM - 4:30 PM 1 1 1 14:30 PM - 4:45 PM 1 1 1 1 2 24:45 PM - 5:00 PM 1 1 1 1 1 1 25:00 PM - 5:15 PM 1 1 1 1 2 25:15 PM - 5:30 PM 1 1 1 1 1 1 25:30 PM - 5:45 PM 2 2 1 1 2 1 1 4 1 55:45 PM - 6:00 PM 2 2 1 1 3 36:00 PM - 6:15 PM 2 2 1 1 2 4 46:15 PM - 6:30 PM 3 3 1 1 3 1 46:30 PM - 6:45 PM 1 1 2 2 1 1 2 3 2 56:45 PM - 7:00 PM 1 2 3 1 1 2 3 2 5Total 2 15 0 17 0 2 5 7 6 4 1 11 0 1 0 1 28 8 36One Hour Volumes6:00 AM - 7:00 AM 2 2 1 2 3 5 56:15 AM - 7:15 AM 2 2 1 2 3 1 1 5 1 66:30 AM - 7:30 AM 2 1 3 1 1 1 2 3 1 1 6 2 86:45 AM - 7:45 AM 3 1 4 1 1 1 1 2 2 5 3 87:00 AM - 8:00 AM 3 1 4 2 2 1 1 2 2 5 4 97:15 AM - 8:15 AM 2 1 3 2 2 1 1 1 1 4 3 77:30 AM - 8:30 AM 3 3 2 2 2 3 5 2 2 8 4 127:45 AM - 8:45 AM 3 3 2 2 3 4 7 3 3 10 5 158:00 AM - 9:00 AM 4 4 1 1 2 5 7 4 4 11 5 168:15 AM - 9:15 AM 4 1 1 2 6 8 6 6 12 7 198:30 AM - 9:30 AM 4 4 1 4 5 6 6 9 6 158:45 AM - 9:45 AM 4 4 3 3 4 4 7 4 119:00 AM - 10:00 AM 3 3 2 2 3 3 5 3 8

4:00 PM - 5:00 PM 1 2 3 1 1 1 1 2 5 1 64:15 PM - 5:15 PM 3 3 1 1 2 1 3 6 1 74:30 PM - 5:30 PM 3 3 1 1 2 2 1 3 6 2 84:45 PM - 5:45 PM 4 4 1 1 2 3 1 4 1 1 8 3 115:00 PM - 6:00 PM 5 5 1 1 3 2 5 1 1 10 2 125:15 PM - 6:15 PM 6 6 1 1 3 2 1 6 1 1 12 2 145:30 PM - 6:30 PM 9 9 1 1 2 2 1 5 1 1 14 2 165:45 PM - 6:45 PM 8 8 3 3 2 2 1 5 13 3 166:00 PM - 7:00 PM 1 8 9 1 4 5 2 1 1 4 13 5 18

Eastbound



W+A JOB NO:

North Nash Street EB Lee Highway - 29Northbound


TimePeriod



EASTBOUND ROAD:

EB Lee Highway - 29


Southbound

D-11

Holiday Inn Rosslyn at Key Bridge7487EB Lee Hwy. & N.Nash St. 1Arlington County,VA 2

8 4Wednesday 7 3clear 5Ibrahim 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 Total15 Minute Volumes6:00 AM - 6:15 AM 1 2 16:15 AM - 6:30 AM 1 16:30 AM - 6:45 AM 2 2 2 16:45 AM - 7:00 AM 1 1 1 17:00 AM - 7:15 AM 1 17:15 AM - 7:30 AM 1 1 5 1 17:30 AM - 7:45 AM 1 4 2 4 2 17:45 AM - 8:00 AM 1 28:00 AM - 8:15 AM 3 1 28:15 AM - 8:30 AM 1 3 1 1 3 18:30 AM - 8:45 AM 3 2 2 18:45 AM - 9:00 AM 3 3 29:00 AM - 9:15 AM 1 2 1 1 6 19:15 AM - 9:30 AM 29:30 AM - 9:45 AM 1 19:45 AM - 10:00 AM 1 3 1

4:00 PM - 4:15 PM 3 3 34:15 PM - 4:30 PM 2 1 2 1 1 1 14:30 PM - 4:45 PM 3 1 1 14:45 PM - 5:00 PM 1 1 3 4 1 1 1 15:00 PM - 5:15 PM 1 1 1 3 4 1 15:15 PM - 5:30 PM 3 1 2 3 2 1 2 35:30 PM - 5:45 PM 2 8 6 4 2 25:45 PM - 6:00 PM 1 8 3 1 1 16:00 PM - 6:15 PM 2 3 1 3 46:15 PM - 6:30 PM 6 10 6 3 6 76:30 PM - 6:45 PM 2 9 2 2 5 26:45 PM - 7:00 PM 1 2 3 1 2 1 3 3Total 26 13 77 46 28 51 22 29One Hour Volumes6:00 AM - 7:00 AM 3 1 1 3 6 3 3 1 4 9 176:15 AM - 7:15 AM 2 1 1 1 3 5 2 3 1 4 7 156:30 AM - 7:30 AM 3 1 2 5 1 4 4 2 4 7 5 6 226:45 AM - 7:45 AM 1 2 6 7 5 4 3 1 3 13 9 4 297:00 AM - 8:00 AM 1 2 6 7 4 5 2 1 3 13 9 3 287:15 AM - 8:15 AM 1 1 9 8 4 7 1 1 2 17 11 2 327:30 AM - 8:30 AM 2 11 4 5 9 2 2 15 14 2 337:45 AM - 8:45 AM 1 10 4 1 9 2 1 14 10 2 278:00 AM - 9:00 AM 1 12 7 1 9 2 1 19 10 2 328:15 AM - 9:15 AM 2 11 7 2 13 3 2 18 15 3 388:30 AM - 9:30 AM 1 8 6 1 12 2 1 14 13 2 308:45 AM - 9:45 AM 1 6 4 1 11 1 1 10 12 1 249:00 AM - 10:00 AM 2 3 1 1 12 2 2 4 13 2 21

4:00 PM - 5:00 PM 6 2 11 6 3 2 2 5 8 17 5 7 374:15 PM - 5:15 PM 4 3 9 9 7 3 2 3 7 18 10 5 404:30 PM - 5:30 PM 5 3 9 11 8 4 3 5 8 20 12 8 484:45 PM - 5:45 PM 7 3 14 16 11 5 3 7 10 30 16 10 665:00 PM - 6:00 PM 7 2 15 11 5 3 6 9 15 16 9 495:15 PM - 6:15 PM 8 1 21 13 7 7 3 9 9 34 14 12 695:30 PM - 6:30 PM 11 29 16 8 12 1 13 11 45 20 14 905:45 PM - 6:45 PM 9 2 30 12 6 15 3 11 11 42 21 14 886:00 PM - 7:00 PM 9 4 25 10 7 15 5 14 13 35 22 19 89

North

W + A JOB NO:

COUNTED BY:

LOCATION:

Period

North Nash Street

Time Movement

DATE:

EB L

ee H

ighw

ay -

2

INTERSECTION:

4/11/2018

WEATHER:

INPUTED BY:

EB L

ee H

ighw

ay -

2




DAY:

D-12

Holiday Inn Rosslyn at Key Bridge DATE: North Fort Myer Drive7487 DAY: Wednesday North Fort Myer DriveEB Lee Hwy. & N.Fort Myer Dr. WEATHER: clear EB Lee Highway - 29Arlington County,VA COUNTED BY: Ali & Mujo EB Lee Highway - 29



15 Minute Volumes6:00 AM - 6:15 AM 55 28 83 27 84 111 83 111 1946:15 AM - 6:30 AM 78 43 121 ` 35 124 159 121 159 2806:30 AM - 6:45 AM 87 53 140 34 179 213 140 213 3536:45 AM - 7:00 AM 107 75 182 48 213 261 182 261 4437:00 AM - 7:15 AM 113 59 172 60 297 357 172 357 5297:15 AM - 7:30 AM 119 61 180 80 430 510 180 510 6907:30 AM - 7:45 AM 146 81 227 86 507 593 227 593 8207:45 AM - 8:00 AM 166 95 261 94 484 578 261 578 8398:00 AM - 8:15 AM 158 87 245 99 463 562 245 562 8078:15 AM - 8:30 AM 182 93 275 81 395 476 275 476 7518:30 AM - 8:45 AM 181 79 260 45 308 353 260 353 6138:45 AM - 9:00 AM 183 57 240 34 312 346 240 346 5869:00 AM - 9:15 AM 192 92 284 67 266 333 284 333 6179:15 AM - 9:30 AM 194 96 290 72 251 323 290 323 6139:30 AM - 9:45 AM 167 89 256 95 213 308 256 308 5649:45 AM - 10:00 AM 142 74 216 73 216 289 216 289 505Total 0 2270 1162 3432 0 0 0 0 0 0 0 0 0 0 0 1030 4742 0 5772 0 3432 5772 9204



Eastbound



W+A JOB NO:

North Fort Myer Drive EB Lee Highway - 29Northbound

North Fort Myer DriveWestbound

TimePeriod



EASTBOUND ROAD:

EB Lee Highway - 29


Southbound

D-13

Holiday Inn Rosslyn at Key Bridge DATE: North Fort Myer Drive7487 DAY: Wednesday North Fort Myer DriveEB Lee Hwy. & N.Fort Myer Dr. WEATHER: clear EB Lee Highway - 29Arlington County,VA COUNTED BY: Mujo EB Lee Highway - 29



15 Minute Volumes6:00 AM - 6:15 AM6:15 AM - 6:30 AM 1 1 1 1 2 26:30 AM - 6:45 AM 1 2 1 4 4 46:45 AM - 7:00 AM 1 1 1 17:00 AM - 7:15 AM 2 2 1 1 2 1 37:15 AM - 7:30 AM 2 2 1 1 1 1 3 1 47:30 AM - 7:45 AM 1 2 3 3 37:45 AM - 8:00 AM 3 3 1 1 2 2 2 1 1 2 5 4 98:00 AM - 8:15 AM 5 5 5 58:15 AM - 8:30 AM 12 12 1 1 12 1 138:30 AM - 8:45 AM 10 10 1 2 3 10 3 138:45 AM - 9:00 AM 4 4 1 1 2 3 3 6 3 99:00 AM - 9:15 AM 1 5 1 7 1 1 7 1 89:15 AM - 9:30 AM 3 3 3 3 1 1 6 1 79:30 AM - 9:45 AM 6 6 1 1 1 1 6 2 89:45 AM - 10:00 AM 1 1 1 1 2 2 2 2 4Total 3 58 2 63 1 1 1 3 3 2 5 10 4 13 0 17 73 20 93

4:00 PM - 4:15 PM 1 1 1 14:15 PM - 4:30 PM 3 3 3 34:30 PM - 4:45 PM 1 1 1 14:45 PM - 5:00 PM5:00 PM - 5:15 PM 1 1 1 1 1 1 25:15 PM - 5:30 PM 4 4 1 1 2 2 2 1 1 6 3 95:30 PM - 5:45 PM 8 8 8 85:45 PM - 6:00 PM 6 6 6 66:00 PM - 6:15 PM 9 9 9 96:15 PM - 6:30 PM 4 4 8 8 12 126:30 PM - 6:45 PM 2 2 9 9 11 116:45 PM - 7:00 PM 2 2 1 1 2 2 4 1 5Total 0 37 0 37 2 1 0 3 0 22 0 22 0 5 0 5 59 8 67One Hour Volumes6:00 AM - 7:00 AM 1 3 1 5 1 1 1 1 6 1 76:15 AM - 7:15 AM 1 5 1 7 1 1 1 1 2 8 2 106:30 AM - 7:30 AM 1 6 1 8 1 1 2 1 3 9 3 126:45 AM - 7:45 AM 1 6 7 1 1 2 1 3 8 3 117:00 AM - 8:00 AM 1 9 10 1 1 2 2 1 3 3 1 4 13 6 197:15 AM - 8:15 AM 1 12 13 1 1 2 2 1 3 2 1 3 16 5 217:30 AM - 8:30 AM 1 22 23 1 1 2 2 2 1 2 3 25 5 307:45 AM - 8:45 AM 30 30 1 1 2 2 2 2 4 6 32 8 408:00 AM - 9:00 AM 31 31 1 1 2 1 6 7 33 7 408:15 AM - 9:15 AM 1 31 1 1 1 2 1 7 8 35 8 438:30 AM - 9:30 AM 1 22 1 24 1 4 5 1 7 8 29 8 378:45 AM - 9:45 AM 1 18 1 20 1 1 1 4 5 6 6 25 7 329:00 AM - 10:00 AM 1 15 1 17 1 1 1 3 4 5 5 21 6 27

4:00 PM - 5:00 PM 1 1 1 1 3 3 2 3 54:15 PM - 5:15 PM 1 1 1 1 4 4 2 4 64:30 PM - 5:30 PM 5 5 1 1 2 3 3 2 2 8 4 124:45 PM - 5:45 PM 13 13 1 1 2 2 2 2 2 15 4 195:00 PM - 6:00 PM 19 19 1 1 2 2 2 2 2 21 4 255:15 PM - 6:15 PM 27 27 1 1 2 2 2 1 1 29 3 325:30 PM - 6:30 PM 27 27 8 8 35 355:45 PM - 6:45 PM 21 21 17 17 38 386:00 PM - 7:00 PM 17 17 1 1 19 19 36 1 37

Eastbound



W+A JOB NO:

North Fort Myer Drive EB Lee Highway - 29Northbound

North Fort Myer DriveWestbound

TimePeriod



EASTBOUND ROAD:

EB Lee Highway - 29


Southbound

D-14

Holiday Inn Rosslyn at Key Bridge7487EB Lee Hwy. & N.Fort Myer Dr. 1Arlington County,VA 2

8 4Wednesday 7 3clear 5Ali 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 Total15 Minute Volumes6:00 AM - 6:15 AM 2 2 36:15 AM - 6:30 AM 3 3 4 36:30 AM - 12:00 AM 1 2 1 4 2 46:45 AM - 7:00 AM 27 6 26 2 8 2 37:00 AM - 7:15 AM 14 1 18 4 6 47:15 AM - 7:30 AM 2 1 29 15 5 127:30 AM - 7:45 AM 4 34 2 30 10 107:45 AM - 8:00 AM 19 15 1 32 1 198:00 AM - 8:15 AM 11 2 31 18 34 1 468:15 AM - 12:00 AM 1 3 38 35 15 8 178:30 AM - 8:45 AM 1 3 33 3 12 7 98:45 AM - 9:00 AM 4 17 6 7 119:00 AM - 9:15 AM 1 3 19 5 1 59:15 AM - 9:30 AM 7 2 12 2 2 19:30 AM - 9:45 AM 1 3 2 3 1 5 29:45 AM - 10:00 AM 2 2 1 4 9 4

4:00 PM - 4:15 PM 3 2 4 2 2 1 4 154:15 PM - 4:30 PM 1 1 4 4 8 1 12 74:30 PM - 4:45 PM 1 5 6 4 9 94:45 PM - 5:00 PM 3 2 6 3 6 5 16 155:00 PM - 5:15 PM 2 1 12 3 6 6 11 155:15 PM - 5:30 PM 2 7 8 6 4 1 33 155:30 PM - 5:45 PM 4 3 18 11 10 5 29 205:45 PM - 6:00 PM 3 5 4 10 19 0 25 186:00 PM - 6:15 PM 7 3 16 11 11 3 20 186:15 PM - 6:30 PM 3 6 12 10 6 3 18 176:30 PM - 6:45 PM 8 9 5 4 1 9 136:45 PM - 7:00 PM 5 4 3 5 4 10 21Total 42 128 133 352 151 209 262 333One Hour Volumes6:00 AM - 7:00 AM 33 8 32 2 19 4 10 33 40 21 14 1086:15 AM - 7:15 AM 45 9 48 2 20 10 14 45 57 22 24 1486:30 AM - 7:30 AM 44 10 74 2 31 15 23 44 84 33 38 1996:45 AM - 7:45 AM 47 8 107 4 57 23 29 47 115 61 52 2757:00 AM - 8:00 AM 39 2 96 3 81 22 45 39 98 84 67 2887:15 AM - 8:15 AM 36 3 109 21 111 17 87 36 112 132 104 3847:30 AM - 8:30 AM 35 5 118 56 111 20 92 35 123 167 112 4377:45 AM - 8:45 AM 32 8 117 57 93 17 91 32 125 150 108 4158:00 AM - 9:00 AM 13 12 119 56 67 23 83 13 131 123 106 3738:15 AM - 9:15 AM 3 13 107 38 38 23 42 3 120 76 65 2648:30 AM - 9:30 AM 9 12 81 3 25 17 26 9 93 28 43 1738:45 AM - 9:45 AM 9 12 50 3 14 15 19 9 62 17 34 1229:00 AM - 10:00 AM 9 10 35 4 12 17 12 9 45 16 29 99


North

W + A JOB NO:

COUNTED BY:

LOCATION:

Period


Time Movement

DATE:

EB L

ee H

ighw

ay -

2

INTERSECTION:

4/11/2018

WEATHER:

INPUTED BY:

EB L

ee H

ighw

ay -

2




DAY:

D-15

Holiday Inn Rosslyn at Key Bridge DATE: North Lynn Street7487 DAY: Wednesday North Lynn StreetEB Lee Hwy. & N. Lynn St. WEATHER: clear EB Lee Highway - 29Arlington County,VA COUNTED BY: Amela & Teuta EB Lee Highway - 29



15 Minute Volumes6:00 AM - 6:15 AM 5 128 133 69 44 113 133 113 2466:15 AM - 6:30 AM ` 13 165 178 84 68 152 178 152 3306:30 AM - 6:45 AM 14 240 254 120 91 211 254 211 4656:45 AM - 7:00 AM 20 242 262 133 119 252 262 252 5147:00 AM - 7:15 AM 23 301 324 178 140 318 324 318 6427:15 AM - 7:30 AM 14 356 370 257 210 467 370 467 8377:30 AM - 7:45 AM 25 361 386 305 245 550 386 550 9367:45 AM - 8:00 AM 30 383 413 306 213 519 413 519 9328:00 AM - 8:15 AM 24 395 419 289 191 480 419 480 8998:15 AM - 8:30 AM 14 411 425 229 150 379 425 379 8048:30 AM - 8:45 AM 31 431 462 193 122 315 462 315 7778:45 AM - 9:00 AM 36 357 393 196 106 302 393 302 6959:00 AM - 9:15 AM 45 286 331 191 92 283 331 283 6149:15 AM - 9:30 AM 46 364 410 192 85 277 410 277 6879:30 AM - 9:45 AM 50 261 311 186 86 272 311 272 5839:45 AM - 10:00 AM 63 248 311 164 91 255 311 255 566Total 0 0 0 0 0 0 0 0 0 0 453 4929 0 5382 0 0 3092 2053 5145 0 5382 5145 10527



Eastbound



W+A JOB NO:

North Lynn Street EB Lee Highway - 29Northbound


TimePeriod



EASTBOUND ROAD:

EB Lee Highway - 29


Southbound

D-16

Holiday Inn Rosslyn at Key Bridge DATE: North Lynn Street7487 DAY: Wednesday North Lynn StreetEB Lee Hwy. & N. Lynn St. WEATHER: clear EB Lee Highway - 29Arlington County,VA COUNTED BY: Teuta EB Lee Highway - 29



15 Minute Volumes6:00 AM - 6:15 AM 3 3 1 1 3 1 46:15 AM - 6:30 AM 1 1 1 16:30 AM - 6:45 AM 1 1 2 2 3 36:45 AM - 7:00 AM 3 3 1 1 1 1 4 1 57:00 AM - 7:15 AM 2 2 8 8 10 107:15 AM - 7:30 AM 1 1 2 2 3 37:30 AM - 7:45 AM 3 5 8 3 3 1 1 2 11 2 137:45 AM - 8:00 AM 1 6 7 1 1 8 88:00 AM - 8:15 AM 5 5 5 5 1 1 10 1 118:15 AM - 8:30 AM 1 5 6 6 6 12 128:30 AM - 8:45 AM 1 8 9 6 6 15 158:45 AM - 9:00 AM 2 6 8 16 16 1 1 24 1 259:00 AM - 9:15 AM 6 6 7 7 13 139:15 AM - 9:30 AM 7 7 3 1 4 2 1 3 11 3 149:30 AM - 9:45 AM 1 1 4 4 1 1 5 1 69:45 AM - 10:00 AM 1 1 4 4 5 5Total 10 55 3 68 0 0 0 0 0 68 1 69 6 3 2 11 137 11 148

4:00 PM - 4:15 PM 3 1 4 8 8 1 1 12 1 134:15 PM - 4:30 PM 1 1 7 7 2 2 8 2 104:30 PM - 4:45 PM 1 1 8 8 1 1 9 1 104:45 PM - 5:00 PM 1 1 5 5 1 1 6 1 75:00 PM - 5:15 PM 1 1 2 10 10 12 125:15 PM - 5:30 PM 1 1 2 15 15 17 175:30 PM - 5:45 PM 2 3 5 15 15 1 1 20 1 215:45 PM - 6:00 PM 5 5 18 1 19 24 246:00 PM - 6:15 PM 3 3 15 15 1 1 18 1 196:15 PM - 6:30 PM 15 15 2 2 15 2 176:30 PM - 6:45 PM 2 2 10 10 12 126:45 PM - 7:00 PM 3 3 11 11 14 14Total 7 22 0 29 0 0 0 0 0 137 1 138 0 0 9 9 167 9 176One Hour Volumes6:00 AM - 7:00 AM 4 3 7 3 3 1 1 1 3 10 3 136:15 AM - 7:15 AM 6 6 11 11 1 1 2 17 2 196:30 AM - 7:30 AM 1 6 7 13 13 1 1 20 1 216:45 AM - 7:45 AM 4 10 14 14 14 1 2 3 28 3 317:00 AM - 8:00 AM 5 13 18 14 14 1 1 2 32 2 347:15 AM - 8:15 AM 5 16 21 11 11 1 1 1 3 32 3 357:30 AM - 8:30 AM 5 21 26 15 15 1 1 1 3 41 3 447:45 AM - 8:45 AM 3 24 27 18 18 1 1 45 1 468:00 AM - 9:00 AM 4 24 28 33 33 2 2 61 2 638:15 AM - 9:15 AM 4 25 35 35 1 1 64 1 658:30 AM - 9:30 AM 3 27 30 32 1 33 3 1 4 63 4 678:45 AM - 9:45 AM 2 20 22 30 1 31 4 1 5 53 5 589:00 AM - 10:00 AM 1 14 15 18 1 19 3 1 4 34 4 38

4:00 PM - 5:00 PM 3 4 7 28 28 5 5 35 5 404:15 PM - 5:15 PM 1 4 5 30 30 4 4 35 4 394:30 PM - 5:30 PM 2 4 6 38 38 2 2 44 2 464:45 PM - 5:45 PM 4 6 10 45 45 2 2 55 2 575:00 PM - 6:00 PM 4 10 14 58 1 59 1 1 73 1 745:15 PM - 6:15 PM 3 12 15 63 1 64 2 2 79 2 815:30 PM - 6:30 PM 2 11 13 63 1 64 4 4 77 4 815:45 PM - 6:45 PM 10 10 58 1 59 3 3 69 3 726:00 PM - 7:00 PM 8 8 51 51 3 3 59 3 62

Eastbound



W+A JOB NO:

North Lynn Street EB Lee Highway - 29Northbound


TimePeriod



EASTBOUND ROAD:

EB Lee Highway - 29


Southbound

D-17

Holiday Inn Rosslyn at Key Bridge7487EB Lee Hwy. & N. Lynn St. 1Arlington County,VA 2

8 4Wednesday 7 3clear 5Amela 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 Total15 Minute Volumes6:00 AM - 6:15 AM 3 1 26:15 AM - 6:30 AM 8 4 46:30 AM - 6:45 AM 4 2 1 16:45 AM - 7:00 AM 28 11 2 57:00 AM - 7:15 AM 1 10 10 1 3 2 17:15 AM - 7:30 AM 17 11 17:30 AM - 7:45 AM 25 14 1 3 2 57:45 AM - 8:00 AM 21 16 2 4 6 68:00 AM - 8:15 AM 5 12 8 11 88:15 AM - 8:30 AM 18 15 2 3 148:30 AM - 8:45 AM 8 13 10 6 38:45 AM - 9:00 AM 20 7 8 5 49:00 AM - 9:15 AM 12 8 6 6 49:15 AM - 9:30 AM 10 7 1 3 3 49:30 AM - 9:45 AM 3 4 1 1 29:45 AM - 10:00 AM 5 2 2 2 1

4:00 PM - 4:15 PM 5 17 10 1 8 44:15 PM - 4:30 PM 14 16 8 3 34:30 PM - 4:45 PM 24 42 21 1 3 64:45 PM - 5:00 PM 22 14 3 1 5 85:00 PM - 5:15 PM 22 21 7 4 6 95:15 PM - 5:30 PM 44 36 6 9 45:30 PM - 5:45 PM 42 17 7 3 10 25:45 PM - 6:00 PM 36 28 8 10 76:00 PM - 6:15 PM 33 27 1 3 7 76:15 PM - 6:30 PM 28 22 1 3 36:30 PM - 6:45 PM 20 40 6 3 5 86:45 PM - 7:00 PM 22 24 4 8 5Total 1 5 521 434 89 78 111 123One Hour Volumes6:00 AM - 7:00 AM 43 18 9 1 5 61 9 6 766:15 AM - 7:15 AM 1 50 27 1 10 3 6 1 77 11 9 986:30 AM - 7:30 AM 1 59 34 2 6 3 6 1 93 8 9 1116:45 AM - 7:45 AM 1 80 46 3 8 4 11 1 126 11 15 1537:00 AM - 8:00 AM 1 73 51 5 10 10 12 1 124 15 22 1627:15 AM - 8:15 AM 68 53 12 18 8 19 121 30 27 1787:30 AM - 8:30 AM 69 57 11 20 11 33 126 31 44 2017:45 AM - 8:45 AM 52 56 10 27 15 31 108 37 46 1918:00 AM - 9:00 AM 51 47 8 31 14 29 98 39 43 1808:15 AM - 9:15 AM 58 43 26 20 25 101 26 45 1728:30 AM - 9:30 AM 50 35 1 27 20 15 85 28 35 1488:45 AM - 9:45 AM 45 26 2 18 14 14 71 20 28 1199:00 AM - 10:00 AM 30 21 4 12 9 11 51 16 20 87

4:00 PM - 5:00 PM 5 77 82 33 2 19 21 5 159 35 40 2394:15 PM - 5:15 PM 82 93 39 6 17 26 175 45 43 2634:30 PM - 5:30 PM 112 113 37 6 23 27 225 43 50 3184:45 PM - 5:45 PM 130 88 23 8 30 23 218 31 53 3025:00 PM - 6:00 PM 102 28 7 35 22 102 35 57 1945:15 PM - 6:15 PM 155 108 22 6 36 20 263 28 56 3475:30 PM - 6:30 PM 139 94 16 7 30 19 233 23 49 3055:45 PM - 6:45 PM 117 117 15 7 25 25 234 22 50 3066:00 PM - 7:00 PM 103 113 11 7 23 23 216 18 46 280

North

W + A JOB NO:

COUNTED BY:

LOCATION:

Period

North Lynn Street

Time Movement

DATE:

EB L

ee H

ighw

ay -

2

INTERSECTION:

4/11/2018

WEATHER:

INPUTED BY:

EB L

ee H

ighw

ay -

2



PROJECT: North Lynn Street

DAY:

D-18

Holiday Inn Rosslyn at Key Bridge DATE: North Nash Street7487 DAY: Wednesday North Nash StreetN. Nash Street & Site Driveway - North WEATHER: clear 20th Street NorthArlington County,VA COUNTED BY: Majda Driveway



15 Minute Volumes6:00 AM - 6:15 AM 6 6 3 3 9 96:15 AM - 6:30 AM 11 1 12 ` 1 2 3 1 8 9 1 1 21 4 256:30 AM - 6:45 AM 8 3 11 2 1 3 2 15 17 1 1 28 4 326:45 AM - 7:00 AM 7 3 10 3 1 4 3 14 17 1 1 27 5 327:00 AM - 7:15 AM 17 4 21 1 1 1 14 15 1 1 36 2 387:15 AM - 7:30 AM 17 3 20 2 1 3 3 20 23 1 1 43 4 477:30 AM - 7:45 AM 1 17 3 21 3 3 1 21 22 2 2 43 5 487:45 AM - 8:00 AM 16 4 20 3 3 1 26 27 2 2 47 5 528:00 AM - 8:15 AM 16 16 32 32 1 1 48 1 498:15 AM - 8:30 AM 15 1 16 4 4 4 41 45 1 1 61 5 668:30 AM - 8:45 AM 1 11 8 20 3 1 4 9 37 46 66 4 708:45 AM - 9:00 AM 8 8 2 2 7 40 47 1 2 3 55 5 609:00 AM - 9:15 AM 11 3 14 1 1 3 22 25 2 2 4 39 5 449:15 AM - 9:30 AM 1 19 1 21 1 2 3 6 26 32 53 3 569:30 AM - 9:45 AM 18 4 22 1 1 4 29 33 1 1 55 2 579:45 AM - 10:00 AM 9 9 1 1 2 19 21 1 1 30 2 32Total 3 206 38 247 0 25 0 11 36 0 47 367 0 414 0 6 0 14 20 0 661 56 717

4:00 PM 4:15 PM 13 2 15 3 1 4 2 18 1 21 36 4 404:15 PM 4:30 PM 1 18 2 21 3 2 5 3 25 28 1 1 49 6 554:30 PM 4:45 PM 14 2 16 4 2 6 1 26 27 1 1 43 7 504:45 PM 5:00 PM 1 20 4 25 7 7 1 24 25 50 7 575:00 PM 5:15 PM 1 16 3 20 7 7 2 27 29 1 1 49 8 575:15 PM 5:30 PM 2 17 2 21 10 1 11 29 1 30 1 1 51 12 635:30 PM 5:45 PM 1 19 1 21 3 3 1 19 20 41 3 445:45 PM 6:00 PM 3 14 4 21 6 1 7 1 21 22 43 7 506:00 PM 6:15 PM 12 3 15 2 2 2 9 11 26 2 286:15 PM 6:30 PM 11 1 12 4 4 3 18 21 33 4 376:30 PM 6:45 PM 1 9 4 14 2 1 3 4 13 17 1 1 31 4 356:45 PM 7:00 PM 1 8 9 2 1 3 4 9 13 2 2 22 5 27Total 11 171 28 210 0 53 0 9 62 0 24 238 2 264 0 2 0 5 7 1796 181 1977One Hour Volumes6:00 AM - 7:00 AM 32 7 39 0.8125 6 4 10 0.625 6 40 46 0.6765 1 2 3 0.75 85 13 986:15 AM - 7:15 AM 43 11 54 0.6429 7 4 11 0.6875 7 51 58 0.8529 2 2 4 1 112 15 1276:30 AM - 7:30 AM 49 13 62 0.7381 8 3 11 0.6875 9 63 72 0.7826 2 2 4 1 134 15 1496:45 AM - 7:45 AM 1 58 13 72 0.8571 9 2 11 0.6875 8 69 77 0.837 1 4 5 0.625 149 16 1657:00 AM - 8:00 AM 1 67 14 82 0.9762 9 1 10 0.8333 6 81 87 0.8056 1 5 6 0.75 169 16 1857:15 AM - 8:15 AM 1 66 10 77 0.9167 8 1 9 0.75 5 99 104 0.8125 6 6 0.75 181 15 1967:30 AM - 8:30 AM 1 64 8 73 0.869 10 10 0.625 6 120 126 0.7 6 6 0.75 199 16 2157:45 AM - 8:45 AM 1 58 13 72 0.9 10 1 11 0.6875 14 136 150 0.8152 4 4 0.5 222 15 2378:00 AM - 9:00 AM 1 50 9 60 0.75 9 1 10 0.625 20 150 170 0.9043 1 4 5 0.4167 230 15 2458:15 AM - 9:15 AM 1 45 12 58 0.725 9 2 11 0.6875 23 140 163 0.867 3 5 8 0.5 221 19 2408:30 AM - 9:30 AM 2 49 12 63 0.75 6 4 10 0.625 25 125 150 0.7979 3 4 7 0.4375 213 17 2308:45 AM - 9:45 AM 1 56 8 65 0.7386 3 4 7 0.5833 20 117 137 0.7287 3 5 8 0.5 202 15 2179:00 AM 10:00 AM 1 57 8 66 0.75 1 5 6 0.5 15 96 111 0.8409 3 3 6 0.375 177 12 189

4:00 PM 5:00 PM 2 65 10 77 0.77 17 5 22 0.7857 7 93 1 101 0.9018 1 1 2 0.5 178 24 2024:15 PM 5:15 PM 3 68 11 82 0.82 21 4 25 0.8929 7 102 109 0.9397 1 2 3 0.75 191 28 2194:30 PM 5:30 PM 4 67 11 82 0.82 28 3 31 0.7045 4 106 1 111 0.925 2 1 3 0.75 193 34 2274:45 PM 5:45 PM 5 72 10 87 0.87 27 1 28 0.636 4 99 1 104 0.867 1 1 2 0.5 191 30 2215:00 PM 6:00 PM 7 66 10 83 0.9881 26 2 28 0.6364 4 96 1 101 0.8417 1 1 2 0.5 184 30 2145:15 PM 6:15 PM 6 62 10 78 0.9286 21 2 23 0.5227 4 78 1 83 0.6917 1 1 0.25 161 24 1855:30 PM 6:30 PM 4 56 9 69 0.8214 15 1 16 0.5714 7 67 74 0.8409 143 16 1595:45 PM 6:45 PM 4 46 12 62 0.7381 14 2 16 0.5714 10 61 71 0.8068 1 1 0.25 133 17 1506:00 PM 7:00 PM 2 40 8 50 0.8333 10 2 12 0.75 13 49 62 0.7381 3 3 0.375 112 15 127

Period



EASTBOUND ROAD:

Driveway


SouthboundNorth Nash Street 20th Street North

NorthboundNorth Nash Street

WestboundTime

Eastbound



W+A JOB NO:

D-19

Holiday Inn Rosslyn at Key Bridge DATE: North Nash Street7487 DAY: Wednesday North Nash StreetN. Nash Street & Site Driveway - NorthWEATHER: clear 20th Street NorthArlington County,VA COUNTED BY: Majda Driveway



15 Minute Volumes6:00 AM - 6:15 AM 1 1 1 16:15 AM - 6:30 AM6:30 AM - 6:45 AM 1 1 1 16:45 AM - 7:00 AM 2 2 2 27:00 AM - 7:15 AM 1 1 1 17:15 AM - 7:30 AM 4 4 4 47:30 AM - 7:45 AM 2 2 2 27:45 AM - 8:00 AM 1 1 1 1 2 28:00 AM - 8:15 AM 1 1 1 18:15 AM - 8:30 AM 4 4 3 3 7 78:30 AM - 8:45 AM 1 1 1 18:45 AM - 9:00 AM 2 2 1 1 3 39:00 AM - 9:15 AM 1 1 1 19:15 AM - 9:30 AM 2 2 1 1 3 39:30 AM - 9:45 AM 1 1 1 1 2 29:45 AM - 10:00 AMTotal 0 22 0 22 0 0 0 0 0 9 0 9 0 0 0 0 31 0 31

4:00 PM - 4:15 PM 1 1 1 14:15 PM - 4:30 PM 1 1 1 14:30 PM - 4:45 PM 1 1 1 1 2 24:45 PM - 5:00 PM 2 2 2 25:00 PM - 5:15 PM 1 1 1 15:15 PM - 5:30 PM 1 1 2 2 2 4 45:30 PM - 5:45 PM 2 2 2 2 4 45:45 PM - 6:00 PM 2 2 2 26:00 PM - 6:15 PM 1 1 1 1 2 26:15 PM - 6:30 PM 2 2 2 26:30 PM - 6:45 PM 1 1 2 3 3 5 56:45 PM - 7:00 PM 6 6 1 1 7 7Total 1 19 1 21 0 0 0 0 0 12 0 12 0 0 0 0 33 0 33One Hour Volumes6:00 AM - 7:00 AM 3 3 1 1 4 46:15 AM - 7:15 AM 3 3 1 1 4 46:30 AM - 7:30 AM 7 7 1 1 8 86:45 AM - 7:45 AM 9 9 9 97:00 AM - 8:00 AM 8 8 1 1 9 97:15 AM - 8:15 AM 8 8 1 1 9 97:30 AM - 8:30 AM 8 8 4 4 12 127:45 AM - 8:45 AM 6 6 5 5 11 118:00 AM - 9:00 AM 7 7 5 5 12 128:15 AM - 9:15 AM 7 5 5 12 128:30 AM - 9:30 AM 5 5 3 3 8 88:45 AM - 9:45 AM 6 6 3 3 9 99:00 AM - 10:00 AM 4 4 2 2 6 6

4:00 PM - 5:00 PM 4 4 2 2 6 64:15 PM - 5:15 PM 3 3 3 3 6 64:30 PM - 5:30 PM 1 4 5 4 4 9 94:45 PM - 5:45 PM 1 5 6 5 5 11 115:00 PM - 6:00 PM 1 5 6 5 5 11 115:15 PM - 6:15 PM 1 6 7 5 5 12 125:30 PM - 6:30 PM 7 7 3 3 10 105:45 PM - 6:45 PM 6 1 7 4 4 11 116:00 PM - 7:00 PM 10 1 11 5 5 16 16

Period



EASTBOUND ROAD:

Driveway


SouthboundNorth Nash Street 20th Street North


WestboundTime

Eastbound



W+A JOB NO:

D-20

Holiday Inn Rosslyn at Key Bridge7487N. Nash Street & Site Driveway - North 1Arlington County,VA 2

8 4Wednesday 7 3clear 5Majda 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 Total15 Minute Volumes6:00 AM - 6:15 AM 1 16:15 AM - 6:30 AM 1 16:30 AM - 6:45 AM 1 16:45 AM - 7:00 AM 4 1 2 17:00 AM - 7:15 AM 1 17:15 AM - 7:30 AM 1 57:30 AM - 7:45 AM 4 4 1 17:45 AM - 8:00 AM 2 28:00 AM - 8:15 AM 2 18:15 AM - 8:30 AM 2 1 18:30 AM - 8:45 AM 2 2 2 1 5 28:45 AM - 9:00 AM 1 4 2 2 19:00 AM - 9:15 AM 2 1 19:15 AM - 9:30 AM 2 3 2 19:30 AM - 9:45 AM 1 1 1 19:45 AM - 10:00 AM 2 1 1

4:00 PM - 4:15 PM 34:15 PM - 4:30 PM 2 1 1 14:30 PM - 4:45 PM 6 2 1 14:45 PM - 5:00 PM 5 3 2 2 15:00 PM - 5:15 PM 1 3 2 1 15:15 PM - 5:30 PM 1 1 3 1 15:30 PM - 5:45 PM 1 1 3 5 4 1 3 25:45 PM - 6:00 PM 3 3 4 1 1 16:00 PM - 6:15 PM 4 4 5 2 26:15 PM - 6:30 PM 6 4 2 1 4 46:30 PM - 6:45 PM 5 3 2 1 36:45 PM - 7:00 PM 1 5 4 3Total 5 8 68 62 24 16 28 20One Hour Volumes6:00 AM - 7:00 AM 6 4 2 2 10 4 146:15 AM - 7:15 AM 5 4 1 2 2 9 1 4 146:30 AM - 7:30 AM 5 8 1 2 2 13 1 4 186:45 AM - 7:45 AM 9 11 1 3 2 20 1 5 267:00 AM - 8:00 AM 7 12 1 1 1 19 1 2 227:15 AM - 8:15 AM 7 13 2 1 20 3 237:30 AM - 8:30 AM 8 8 1 3 1 16 1 4 217:45 AM - 8:45 AM 2 6 6 2 5 2 2 2 12 7 4 258:00 AM - 9:00 AM 3 8 6 4 5 3 2 3 14 9 5 318:15 AM - 9:15 AM 3 10 5 5 5 2 2 3 15 10 4 328:30 AM - 9:30 AM 5 11 7 4 5 2 2 5 18 9 4 368:45 AM - 9:45 AM 4 10 5 4 1 2 4 15 5 2 269:00 AM - 10:00 AM 3 8 4 2 1 2 3 12 3 2 20

4:00 PM - 5:00 PM 13 6 2 4 2 4 19 6 6 314:15 PM - 5:15 PM 1 16 8 3 4 2 2 1 24 7 4 364:30 PM - 5:30 PM 1 1 15 10 2 3 3 3 2 25 5 6 384:45 PM - 5:45 PM 2 2 12 13 5 3 6 5 4 25 8 11 485:00 PM - 6:00 PM 5 2 14 6 2 5 4 7 14 8 9 385:15 PM - 6:15 PM 4 2 11 16 10 4 7 3 6 27 14 10 575:30 PM - 6:30 PM 4 1 16 17 12 5 10 6 5 33 17 16 715:45 PM - 6:45 PM 3 18 15 10 5 10 4 3 33 15 14 656:00 PM - 7:00 PM 16 16 9 4 13 7 32 13 20 65

DAY:

INTERSECTION:

4/11/2018

WEATHER:

INPUTED BY:

Dri

vew

ay




North

W + A JOB NO:

COUNTED BY:

LOCATION:

Period

North Nash Street

Time Movement

DATE:

20th

Str

eet

Nor

th

D-21

Holiday Inn Rosslyn at Key Bridge DATE: North Nash Street7487 DAY: Wednesday North Nash StreetN. Nash Street & Site Driveway - South WEATHER: clear Site Driveway - SouthArlington County,VA COUNTED BY: Majda 0



15 Minute Volumes6:00 AM - 6:15 AM6:15 AM - 6:30 AM `6:30 AM - 6:45 AM6:45 AM - 7:00 AM7:00 AM - 7:15 AM7:15 AM - 7:30 AM 1 1 1 1 2 1 2 37:30 AM - 7:45 AM 1 1 1 17:45 AM - 8:00 AM 2 2 2 28:00 AM - 8:15 AM 1 1 1 18:15 AM - 8:30 AM 2 2 2 28:30 AM - 8:45 AM 1 1 1 1 1 1 28:45 AM - 9:00 AM 1 1 1 19:00 AM - 9:15 AM9:15 AM - 9:30 AM9:30 AM - 9:45 AM 1 1 1 19:45 AM - 10:00 AM 1 1 1 1Total 0 0 5 5 0 3 0 2 5 0 4 0 0 4 0 0 0 0 0 0 9 5 14

4:00 PM 4:15 PM 1 2 3 3 34:15 PM 4:30 PM 2 2 2 24:30 PM 4:45 PM 4 1 5 2 2 2 5 74:45 PM 5:00 PM 1 1 1 15:00 PM 5:15 PM 1 1 1 15:15 PM 5:30 PM 1 1 1 15:30 PM 5:45 PM 1 1 1 15:45 PM 6:00 PM 1 1 2 2 26:00 PM 6:15 PM6:15 PM 6:30 PM 2 2 4 4 46:30 PM 6:45 PM6:45 PM 7:00 PM 2 1 3 3 3Total 0 0 1 1 0 13 0 8 21 0 3 0 0 3 0 0 0 0 0 22 31 53One Hour Volumes6:00 AM - 7:00 AM6:15 AM - 7:15 AM6:30 AM - 7:30 AM 1 1 0.25 1 1 2 0.25 1 2 36:45 AM - 7:45 AM 1 1 0.25 1 1 2 0.25 1 1 0.25 2 2 47:00 AM - 8:00 AM 1 1 0.25 1 1 2 0.25 3 3 0.375 4 2 67:15 AM - 8:15 AM 2 2 0.5 1 1 2 0.25 3 3 0.375 5 2 77:30 AM - 8:30 AM 3 3 0.375 3 3 0.375 6 67:45 AM - 8:45 AM 3 3 0.375 1 1 0.25 3 3 0.375 6 1 78:00 AM - 9:00 AM 3 3 0.375 1 1 2 0.5 1 1 0.25 4 2 68:15 AM - 9:15 AM 2 2 0.25 1 1 2 0.5 1 1 0.25 3 2 58:30 AM - 9:30 AM 1 1 2 0.5 1 1 0.25 1 2 38:45 AM - 9:45 AM 1 1 0.25 1 1 0.25 1 1 29:00 AM 10:00 AM 1 1 0.25 1 1 0.25 1 1 2

4:00 PM 5:00 PM 7 3 10 0.5 3 3 0.375 3 10 134:15 PM 5:15 PM 6 2 8 0.4 3 3 0.375 3 8 114:30 PM 5:30 PM 1 1 0.25 4 2 6 0.3 3 3 0.375 4 6 104:45 PM 5:45 PM 1 1 0.25 1 1 2 0.5 1 1 0.25 2 2 45:00 PM 6:00 PM 1 1 0.25 2 2 4 0.5 1 4 55:15 PM 6:15 PM 1 1 0.25 2 1 3 0.375 1 3 45:30 PM 6:30 PM 4 3 7 0.4375 7 75:45 PM 6:45 PM 3 3 6 0.375 6 66:00 PM 7:00 PM 4 3 7 0.4375 7 7

Period



EASTBOUND ROAD:

0


SouthboundNorth Nash Street Site Driveway - South


WestboundTime

Eastbound



W+A JOB NO:

D-22

Holiday Inn Rosslyn at Key Bridge DATE: North Nash Street7487 DAY: Wednesday North Nash StreetN. Nash Street & Site Driveway - SouthWEATHER: clear Site Driveway - SouthArlington County,VA COUNTED BY: 0 0



15 Minute Volumes6:00 AM - 6:15 AM6:15 AM - 6:30 AM6:30 AM - 6:45 AM6:45 AM - 7:00 AM7:00 AM - 7:15 AM7:15 AM - 7:30 AM7:30 AM - 7:45 AM7:45 AM - 8:00 AM8:00 AM - 8:15 AM8:15 AM - 8:30 AM8:30 AM - 8:45 AM8:45 AM - 9:00 AM9:00 AM - 9:15 AM9:15 AM - 9:30 AM9:30 AM - 9:45 AM9:45 AM - 10:00 AMTotal 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4:00 PM - 4:15 PM4:15 PM - 4:30 PM4:30 PM - 4:45 PM4:45 PM - 5:00 PM5:00 PM - 5:15 PM5:15 PM - 5:30 PM5:30 PM - 5:45 PM5:45 PM - 6:00 PM6:00 PM - 6:15 PM6:15 PM - 6:30 PM6:30 PM - 6:45 PM6:45 PM - 7:00 PMTotal 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0One Hour Volumes6:00 AM - 7:00 AM6:15 AM - 7:15 AM6:30 AM - 7:30 AM6:45 AM - 7:45 AM7:00 AM - 8:00 AM7:15 AM - 8:15 AM7:30 AM - 8:30 AM7:45 AM - 8:45 AM8:00 AM - 9:00 AM8:15 AM - 9:15 AM8:30 AM - 9:30 AM8:45 AM - 9:45 AM9:00 AM - 10:00 AM

4:00 PM - 5:00 PM4:15 PM - 5:15 PM4:30 PM - 5:30 PM4:45 PM - 5:45 PM5:00 PM - 6:00 PM5:15 PM - 6:15 PM5:30 PM - 6:30 PM5:45 PM - 6:45 PM6:00 PM - 7:00 PM

Period



EASTBOUND ROAD:

0


SouthboundNorth Nash Street Site Driveway - South


WestboundTime

Eastbound



W+A JOB NO:

D-23

Holiday Inn Rosslyn at Key Bridge7487N. Nash Street & Site Driveway - South 1Arlington County,VA 2

8 4Wednesday 7 3clear 50 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 Total15 Minute Volumes6:00 AM - 6:15 AM6:15 AM - 6:30 AM6:30 AM - 6:45 AM6:45 AM - 7:00 AM7:00 AM - 7:15 AM7:15 AM - 7:30 AM7:30 AM - 7:45 AM7:45 AM - 8:00 AM8:00 AM - 8:15 AM8:15 AM - 8:30 AM8:30 AM - 8:45 AM8:45 AM - 9:00 AM9:00 AM - 9:15 AM9:15 AM - 9:30 AM9:30 AM - 9:45 AM9:45 AM - 10:00 AM

4:00 PM - 4:15 PM4:15 PM - 4:30 PM4:30 PM - 4:45 PM4:45 PM - 5:00 PM5:00 PM - 5:15 PM5:15 PM - 5:30 PM5:30 PM - 5:45 PM5:45 PM - 6:00 PM6:00 PM - 6:15 PM6:15 PM - 6:30 PM6:30 PM - 6:45 PM6:45 PM - 7:00 PMTotal 0 0 0 0 0 0 0 0One Hour Volumes6:00 AM - 7:00 AM6:15 AM - 7:15 AM6:30 AM - 7:30 AM6:45 AM - 7:45 AM7:00 AM - 8:00 AM7:15 AM - 8:15 AM7:30 AM - 8:30 AM7:45 AM - 8:45 AM8:00 AM - 9:00 AM8:15 AM - 9:15 AM8:30 AM - 9:30 AM8:45 AM - 9:45 AM9:00 AM - 10:00 AM


4/11/2018

WEATHER:

INPUTED BY:

0




DAY:

W + A JOB NO:

COUNTED BY:

LOCATION:

Period

North Nash Street

Time Movement

DATE:

Site

Dri

vew

ay -

Sou

INTERSECTION:

North

D-24

Holiday Inn Rosslyn at Key Bridge DATE: North Fort Myer Drive7487 DAY: Wednesday North Fort Myer DriveN. Fort Myer Dr. & Site Entr. WEATHER: clear 0Arlington County,VA COUNTED BY: Ilayha Site Entrance



15 Minute Volumes6:00 AM - 6:15 AM 1 1 1 16:15 AM - 6:30 AM 2 2 ` 1 1 2 1 36:30 AM - 6:45 AM 2 2 2 26:45 AM - 7:00 AM 4 4 2 2 4 2 67:00 AM - 7:15 AM 7 7 4 4 7 4 117:15 AM - 7:30 AM 2 2 2 2 2 2 47:30 AM - 7:45 AM 3 3 3 3 3 3 67:45 AM - 8:00 AM 2 2 8 8 2 8 108:00 AM - 8:15 AM 8 8 7 7 8 7 158:15 AM - 8:30 AM 5 5 4 4 5 4 98:30 AM - 8:45 AM 4 4 1 1 4 1 58:45 AM - 9:00 AM 3 3 1 1 3 1 49:00 AM - 9:15 AM 2 2 2 2 2 2 49:15 AM - 9:30 AM 1 1 1 1 1 1 29:30 AM - 9:45 AM 2 2 2 2 2 2 49:45 AM - 10:00 AM 4 4 3 3 4 3 7Total 50 0 0 50 0 0 0 0 0 0 0 0 0 0 0 43 0 0 43 0 50 43 93

4:00 PM 4:15 PM 1 1 2 2 1 2 34:15 PM 4:30 PM 3 3 1 1 3 1 44:30 PM 4:45 PM 4 4 3 3 4 3 74:45 PM 5:00 PM 4 4 2 2 4 2 65:00 PM 5:15 PM 2 2 4 4 2 4 65:15 PM 5:30 PM 3 3 11 11 3 11 145:30 PM 5:45 PM 2 2 4 4 2 4 65:45 PM 6:00 PM 4 4 5 5 4 5 96:00 PM 6:15 PM 2 2 7 7 2 7 96:15 PM 6:30 PM 3 3 2 2 3 2 56:30 PM 6:45 PM 1 1 3 3 1 3 46:45 PM 7:00 PM 2 2 2 2 2 2 4Total 31 0 0 31 0 0 0 0 0 0 0 0 0 0 0 46 0 0 46 131 132 263One Hour Volumes6:00 AM - 7:00 AM 7 7 0.4375 5 5 0.625 7 5 126:15 AM - 7:15 AM 13 13 0.4643 9 9 0.5625 13 9 226:30 AM - 7:30 AM 13 13 0.4643 10 10 0.625 13 10 236:45 AM - 7:45 AM 16 16 0.5714 11 11 0.6875 16 11 277:00 AM - 8:00 AM 14 14 0.5 17 17 0.5313 14 17 317:15 AM - 8:15 AM 15 15 0.4688 20 20 0.625 15 20 357:30 AM - 8:30 AM 18 18 0.563 22 22 0.688 18 22 407:45 AM - 8:45 AM 19 19 0.5938 20 20 0.625 19 20 398:00 AM - 9:00 AM 20 20 0.625 13 13 0.4643 20 13 338:15 AM - 9:15 AM 14 14 0.7 8 8 0.5 14 8 228:30 AM - 9:30 AM 10 10 0.625 5 5 0.625 10 5 158:45 AM - 9:45 AM 8 8 0.6667 6 6 0.75 8 6 149:00 AM 10:00 AM 9 9 0.5625 8 8 0.6667 9 8 17

4:00 PM 5:00 PM 12 12 0.75 8 8 0.6667 12 8 204:15 PM 5:15 PM 13 13 0.8125 10 10 0.625 13 10 234:30 PM 5:30 PM 13 13 0.8125 20 20 0.4545 13 20 334:45 PM 5:45 PM 11 11 0.688 21 21 0.477 11 21 325:00 PM 6:00 PM 11 11 0.6875 24 24 0.5455 11 24 355:15 PM 6:15 PM 11 11 0.6875 27 27 0.6136 11 27 385:30 PM 6:30 PM 11 11 0.6875 18 18 0.6429 11 18 295:45 PM 6:45 PM 10 10 0.625 17 17 0.6071 10 17 276:00 PM 7:00 PM 8 8 0.6667 14 14 0.5 8 14 22

Period



EASTBOUND ROAD:

Site Entrance


SouthboundNorth Fort Myer Drive 0


WestboundTime

Eastbound



W+A JOB NO:

D-25

Holiday Inn Rosslyn at Key Bridge DATE: North Fort Myer Drive7487 DAY: Wednesday North Fort Myer DriveN. Fort Myer Dr. & Site Entr. WEATHER: clear 0Arlington County,VA COUNTED BY: 0 Site Entrance



15 Minute Volumes6:00 AM - 6:15 AM6:15 AM - 6:30 AM6:30 AM - 6:45 AM6:45 AM - 7:00 AM7:00 AM - 7:15 AM7:15 AM - 7:30 AM7:30 AM - 7:45 AM7:45 AM - 8:00 AM8:00 AM - 8:15 AM8:15 AM - 8:30 AM8:30 AM - 8:45 AM8:45 AM - 9:00 AM9:00 AM - 9:15 AM9:15 AM - 9:30 AM9:30 AM - 9:45 AM9:45 AM - 10:00 AMTotal 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4:00 PM - 4:15 PM4:15 PM - 4:30 PM4:30 PM - 4:45 PM4:45 PM - 5:00 PM5:00 PM - 5:15 PM5:15 PM - 5:30 PM5:30 PM - 5:45 PM5:45 PM - 6:00 PM6:00 PM - 6:15 PM6:15 PM - 6:30 PM6:30 PM - 6:45 PM6:45 PM - 7:00 PMTotal 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0One Hour Volumes6:00 AM - 7:00 AM6:15 AM - 7:15 AM6:30 AM - 7:30 AM6:45 AM - 7:45 AM7:00 AM - 8:00 AM7:15 AM - 8:15 AM7:30 AM - 8:30 AM7:45 AM - 8:45 AM8:00 AM - 9:00 AM8:15 AM - 9:15 AM8:30 AM - 9:30 AM8:45 AM - 9:45 AM9:00 AM - 10:00 AM


Period



EASTBOUND ROAD:

Site Entrance


SouthboundNorth Fort Myer Drive 0


WestboundTime

Eastbound



W+A JOB NO:

D-26

Holiday Inn Rosslyn at Key Bridge7487N. Fort Myer Dr. & Site Entr. 1Arlington County,VA 2

8 4Wednesday 7 3clear 50 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 Total15 Minute Volumes6:00 AM - 6:15 AM6:15 AM - 6:30 AM6:30 AM - 6:45 AM6:45 AM - 7:00 AM7:00 AM - 7:15 AM7:15 AM - 7:30 AM7:30 AM - 7:45 AM7:45 AM - 8:00 AM8:00 AM - 8:15 AM8:15 AM - 8:30 AM8:30 AM - 8:45 AM8:45 AM - 9:00 AM9:00 AM - 9:15 AM9:15 AM - 9:30 AM9:30 AM - 9:45 AM9:45 AM - 10:00 AM

4:00 PM - 4:15 PM4:15 PM - 4:30 PM4:30 PM - 4:45 PM4:45 PM - 5:00 PM5:00 PM - 5:15 PM5:15 PM - 5:30 PM5:30 PM - 5:45 PM5:45 PM - 6:00 PM6:00 PM - 6:15 PM6:15 PM - 6:30 PM6:30 PM - 6:45 PM6:45 PM - 7:00 PMTotal 0 0 0 0 0 0 0 0One Hour Volumes6:00 AM - 7:00 AM6:15 AM - 7:15 AM6:30 AM - 7:30 AM6:45 AM - 7:45 AM7:00 AM - 8:00 AM7:15 AM - 8:15 AM7:30 AM - 8:30 AM7:45 AM - 8:45 AM8:00 AM - 9:00 AM8:15 AM - 9:15 AM8:30 AM - 9:30 AM8:45 AM - 9:45 AM9:00 AM - 10:00 AM


DAY:

INTERSECTION:

4/11/2018

WEATHER:

INPUTED BY:

Site

Ent

ranc

e




North

W + A JOB NO:

COUNTED BY:

LOCATION:

Period


Time Movement

DATE:

0

D-27

Holiday Inn Rosslyn at Key Bridge DATE: North Fort Myer Drive7487 DAY: Wednesday North Fort Myer DriveN. Fort Myer Dr. & 19th Street N. WEATHER: clear 19th Street NorthArlington County,VA COUNTED BY: Luz & Vic 19th Street North



15 Minute Volumes6:00 AM - 6:15 AM 15 47 11 73 3 4 13 20 1 7 8 73 28 1016:15 AM - 6:30 AM 18 70 16 104 ` 3 7 15 25 3 10 13 104 38 1426:30 AM - 6:45 AM 31 72 21 124 1 6 6 13 5 16 21 124 34 1586:45 AM - 7:00 AM 28 101 17 146 4 9 25 38 11 27 38 146 76 2227:00 AM - 7:15 AM 43 129 19 191 5 16 33 54 12 25 37 191 91 2827:15 AM - 7:30 AM 45 146 48 239 10 21 26 57 14 31 45 239 102 3417:30 AM - 7:45 AM 42 145 42 229 7 13 23 43 20 37 57 229 100 3297:45 AM - 8:00 AM 53 141 63 257 6 27 28 61 20 48 68 257 129 3868:00 AM - 8:15 AM 29 171 51 251 10 22 23 55 24 70 94 251 149 4008:15 AM - 8:30 AM 43 160 58 261 4 26 22 52 43 51 94 261 146 4078:30 AM - 8:45 AM 35 139 59 233 11 33 30 74 28 58 86 233 160 3938:45 AM - 9:00 AM 35 121 38 194 5 38 18 61 36 85 121 194 182 3769:00 AM - 9:15 AM 27 127 28 182 3 28 31 62 26 79 105 182 167 3499:15 AM - 9:30 AM 35 119 40 194 10 31 20 61 20 92 112 194 173 3679:30 AM - 9:45 AM 35 131 71 237 12 30 18 60 44 104 148 237 208 4459:45 AM - 10:00 AM 30 101 49 180 7 24 15 46 44 85 129 180 175 355Total 544 1920 631 3095 0 101 335 346 782 0 0 0 0 0 0 351 825 0 1176 0 3095 1958 5053

4:00 PM 4:15 PM 26 200 20 246 39 29 33 101 23 60 83 246 184 4304:15 PM 4:30 PM 21 223 22 266 49 28 27 104 20 46 66 266 170 4364:30 PM 4:45 PM 30 203 27 260 33 28 30 91 21 47 68 260 159 4194:45 PM 5:00 PM 24 195 29 248 61 43 47 151 20 50 70 248 221 4695:00 PM 5:15 PM 29 180 23 232 45 49 46 140 15 58 73 232 213 4455:15 PM 5:30 PM 19 182 19 220 32 45 50 127 32 58 90 220 217 4375:30 PM 5:45 PM 26 165 17 208 10 67 47 124 27 63 90 208 214 4225:45 PM 6:00 PM 28 207 26 261 12 49 41 102 19 59 78 261 180 4416:00 PM 6:15 PM 31 177 26 234 9 46 43 98 34 46 80 234 178 4126:15 PM 6:30 PM 37 188 28 253 10 36 30 76 19 34 53 253 129 3826:30 PM 6:45 PM 38 196 22 256 5 29 26 60 18 41 59 256 119 3756:45 PM 7:00 PM 41 165 21 227 8 27 31 66 14 42 56 227 122 349Total 350 2281 280 2911 0 313 476 451 1240 0 0 0 0 0 0 262 604 0 866 9101 6022 15123One Hour Volumes6:00 AM - 7:00 AM 92 290 65 447 0.7654 11 26 59 96 0.6316 20 60 80 0.5263 447 176 6236:15 AM - 7:15 AM 120 372 73 565 0.7395 13 38 79 130 0.6019 31 78 109 0.7171 565 239 8046:30 AM - 7:30 AM 147 448 105 700 0.7322 20 52 90 162 0.7105 42 99 141 0.7833 700 303 10036:45 AM - 7:45 AM 158 521 126 805 0.8421 26 59 107 192 0.8421 57 120 177 0.7763 805 369 11747:00 AM - 8:00 AM 183 561 172 916 0.8911 28 77 110 215 0.8811 66 141 207 0.761 916 422 13387:15 AM - 8:15 AM 169 603 204 976 0.9494 33 83 100 216 0.8852 78 186 264 0.7021 976 480 14567:30 AM - 8:30 AM 167 617 214 998 0.956 27 88 96 211 0.865 107 206 313 0.832 998 524 15227:45 AM - 8:45 AM 160 611 231 1002 0.9598 31 108 103 242 0.8176 115 227 342 0.9096 1002 584 15868:00 AM - 9:00 AM 142 591 206 939 0.8994 30 119 93 242 0.8176 131 264 395 0.8161 939 637 15768:15 AM - 9:15 AM 140 547 183 870 0.8333 23 125 101 249 0.8412 133 273 406 0.8388 870 655 15258:30 AM - 9:30 AM 132 506 165 803 0.8616 29 130 99 258 0.8716 110 314 424 0.876 803 682 14858:45 AM - 9:45 AM 132 498 177 807 0.8513 30 127 87 244 0.9839 126 360 486 0.8209 807 730 15379:00 AM 10:00 AM 127 478 188 793 0.8365 32 113 84 229 0.9234 134 360 494 0.8345 793 723 1516

4:00 PM 5:00 PM 101 821 98 1020 0.9586 182 128 137 447 0.7401 84 203 287 0.8645 1020 734 17544:15 PM 5:15 PM 104 801 101 1006 0.9455 188 148 150 486 0.8046 76 201 277 0.9486 1006 763 17694:30 PM 5:30 PM 102 760 98 960 0.9231 171 165 173 509 0.8427 88 213 301 0.8361 960 810 17704:45 PM 5:45 PM 98 722 88 908 0.915 148 204 190 542 0.897 94 229 323 0.897 908 865 17735:00 PM 6:00 PM 102 734 85 921 0.8822 99 210 184 493 0.8804 93 238 331 0.9194 921 824 17455:15 PM 6:15 PM 104 731 88 923 0.8841 63 207 181 451 0.8878 112 226 338 0.9389 923 789 17125:30 PM 6:30 PM 122 737 97 956 0.9157 41 198 161 400 0.8065 99 202 301 0.8361 956 701 16575:45 PM 6:45 PM 134 768 102 1004 0.9617 36 160 140 336 0.8235 90 180 270 0.8438 1004 606 16106:00 PM 7:00 PM 147 726 97 970 0.9473 32 138 130 300 0.7653 85 163 248 0.775 970 548 1518

Period



EASTBOUND ROAD:

19th Street North


SouthboundNorth Fort Myer Drive 19th Street North


WestboundTime

Eastbound



W+A JOB NO:

D-28

Holiday Inn Rosslyn at Key Bridge DATE: North Fort Myer Drive7487 DAY: Wednesday North Fort Myer DriveN. Fort Myer Dr. & 19th Street N. WEATHER: clear 19th Street NorthArlington County,VA COUNTED BY: Luz 19th Street North



15 Minute Volumes6:00 AM - 6:15 AM 1 1 1 16:15 AM - 6:30 AM 1 1 1 1 1 1 26:30 AM - 6:45 AM 1 1 1 3 3 36:45 AM - 7:00 AM 1 1 2 2 27:00 AM - 7:15 AM 2 2 1 5 5 57:15 AM - 7:30 AM 1 2 3 1 1 4 47:30 AM - 7:45 AM 1 4 5 1 1 5 1 67:45 AM - 8:00 AM 2 3 5 1 1 5 1 68:00 AM - 8:15 AM 2 2 1 5 5 58:15 AM - 8:30 AM 6 8 5 19 1 1 20 208:30 AM - 8:45 AM 5 5 3 13 13 138:45 AM - 9:00 AM 6 4 5 15 1 1 1 1 2 15 3 189:00 AM - 9:15 AM 2 3 2 7 7 79:15 AM - 9:30 AM 4 1 1 6 6 69:30 AM - 9:45 AM 2 3 2 7 7 79:45 AM - 10:00 AM 4 2 1 7 1 1 2 7 2 9Total 38 41 22 101 0 3 0 3 0 1 1 2 0 3 5 8 103 11 114

4:00 PM - 4:15 PM 3 4 1 8 4 4 8 4 124:15 PM - 4:30 PM 4 2 1 7 2 1 3 7 3 104:30 PM - 4:45 PM 2 3 2 7 1 1 2 1 1 9 1 104:45 PM - 5:00 PM 3 4 7 7 75:00 PM - 5:15 PM 9 2 1 12 2 2 12 2 145:15 PM - 5:30 PM 3 3 6 1 1 1 1 7 1 85:30 PM - 5:45 PM 5 4 3 12 2 2 2 3 5 14 5 195:45 PM - 6:00 PM 2 3 5 1 1 5 1 66:00 PM - 6:15 PM 1 5 6 1 1 7 76:15 PM - 6:30 PM 2 4 1 7 1 1 7 1 86:30 PM - 6:45 PM 2 2 4 1 1 1 1 4 2 66:45 PM - 7:00 PM 9 3 1 13 2 2 13 2 15Total 45 39 10 94 1 2 0 3 0 3 3 6 0 12 7 19 100 22 122One Hour Volumes6:00 AM - 7:00 AM 1 2 1 4 1 1 1 2 3 4 4 86:15 AM - 7:15 AM 3 4 2 9 1 1 1 1 2 9 3 126:30 AM - 7:30 AM 4 5 2 11 1 1 1 1 2 12 2 146:45 AM - 7:45 AM 4 8 1 13 1 1 1 1 1 1 2 14 3 177:00 AM - 8:00 AM 6 11 1 18 1 1 1 1 1 1 19 2 217:15 AM - 8:15 AM 6 11 1 18 1 1 1 1 1 1 19 2 217:30 AM - 8:30 AM 11 17 6 34 1 1 1 1 1 1 35 2 377:45 AM - 8:45 AM 15 18 9 42 1 1 1 1 43 1 448:00 AM - 9:00 AM 19 19 14 52 1 1 1 1 1 1 2 53 3 568:15 AM - 9:15 AM 19 20 15 1 1 1 1 1 1 2 55 3 588:30 AM - 9:30 AM 17 13 11 41 1 1 1 1 2 41 3 448:45 AM - 9:45 AM 14 11 10 35 1 1 1 1 2 35 3 389:00 AM - 10:00 AM 12 9 6 27 1 1 2 27 2 29

4:00 PM - 5:00 PM 12 13 4 29 1 1 2 7 1 8 31 8 394:15 PM - 5:15 PM 18 11 4 33 1 1 2 3 3 6 35 6 414:30 PM - 5:30 PM 17 12 3 32 1 1 1 2 3 1 2 3 35 4 394:45 PM - 5:45 PM 20 13 4 37 1 1 2 1 3 2 5 7 40 8 485:00 PM - 6:00 PM 19 12 4 35 1 1 2 2 1 3 2 5 7 38 9 475:15 PM - 6:15 PM 11 15 3 29 1 1 2 2 2 4 2 3 5 33 7 405:30 PM - 6:30 PM 10 16 4 30 1 1 2 1 3 3 3 6 33 7 405:45 PM - 6:45 PM 7 14 1 22 1 1 2 1 1 1 1 2 23 4 276:00 PM - 7:00 PM 14 14 2 30 1 1 1 1 3 1 4 31 5 36

Period



EASTBOUND ROAD:

19th Street North


SouthboundNorth Fort Myer Drive 19th Street North


WestboundTime

Eastbound



W+A JOB NO:

D-29

Holiday Inn Rosslyn at Key Bridge7487N. Fort Myer Dr. & 19th Street N. 1Arlington County,VA 2

8 4Wednesday 7 3clear 5Luz 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 Total15 Minute Volumes6:00 AM - 6:15 AM 11 1 5 2 5 1 36:15 AM - 6:30 AM 6 2 3 3 26:30 AM - 6:45 AM 3 17 1 7 1 1 16:45 AM - 7:00 AM 6 28 2 25 2 13 1 57:00 AM - 7:15 AM 6 31 2 24 1 9 1 67:15 AM - 7:30 AM 9 34 10 40 1 5 6 107:30 AM - 7:45 AM 4 41 12 31 3 6 9 77:45 AM - 8:00 AM 6 59 13 75 1 10 6 98:00 AM - 8:15 AM 13 60 12 63 2 19 9 148:15 AM - 8:30 AM 6 61 14 89 1 9 10 68:30 AM - 8:45 AM 3 76 15 44 1 38 4 138:45 AM - 9:00 AM 3 63 17 45 7 17 6 109:00 AM - 9:15 AM 2 75 13 29 4 39 12 149:15 AM - 9:30 AM 6 30 9 12 1 4 6 39:30 AM - 9:45 AM 6 40 6 15 7 10 10 69:45 AM - 10:00 AM 7 31 6 19 6 4 3 3

4:00 PM - 4:15 PM 32 19 11 11 15 9 3 44:15 PM - 4:30 PM 23 20 15 13 13 3 14 24:30 PM - 4:45 PM 24 27 16 10 21 9 10 94:45 PM - 5:00 PM 34 23 33 16 17 7 17 35:00 PM - 5:15 PM 36 14 33 19 14 6 6 75:15 PM - 5:30 PM 75 25 36 29 33 19 39 105:30 PM - 5:45 PM 53 30 37 16 27 13 26 35:45 PM - 6:00 PM 42 27 39 16 19 10 13 76:00 PM - 6:15 PM 31 24 35 10 26 4 14 66:15 PM - 6:30 PM 25 10 19 11 21 10 11 126:30 PM - 6:45 PM 24 17 10 10 11 9 10 96:45 PM - 7:00 PM 22 11 9 11 39 10 13 14Total 501 910 428 698 298 300 261 196One Hour Volumes6:00 AM - 7:00 AM 9 62 6 40 7 21 3 9 71 46 28 12 1576:15 AM - 7:15 AM 15 82 7 59 6 25 3 12 97 66 31 15 2096:30 AM - 7:30 AM 24 110 15 96 4 28 9 22 134 111 32 31 3086:45 AM - 7:45 AM 25 134 26 120 7 33 17 28 159 146 40 45 3907:00 AM - 8:00 AM 25 165 37 170 6 30 22 32 190 207 36 54 4877:15 AM - 8:15 AM 32 194 47 209 7 40 30 40 226 256 47 70 5997:30 AM - 8:30 AM 29 221 51 258 7 44 34 36 250 309 51 70 6807:45 AM - 8:45 AM 28 256 54 271 5 76 29 42 284 325 81 71 7618:00 AM - 9:00 AM 25 260 58 241 11 83 29 43 285 299 94 72 7508:15 AM - 9:15 AM 14 275 59 207 13 103 32 43 289 266 116 75 7468:30 AM - 9:30 AM 14 244 54 130 13 98 28 40 258 184 111 68 6218:45 AM - 9:45 AM 17 208 45 101 19 70 34 33 225 146 89 67 5279:00 AM - 10:00 AM 21 176 34 75 18 57 31 26 197 109 75 57 438


4/11/2018

WEATHER:

INPUTED BY:

19th

Str

eet

Nor

th




DAY:

W + A JOB NO:

COUNTED BY:

LOCATION:

Period


Time Movement

DATE:

19th

Str

eet

Nor

thINTERSECTION:

North

D-30

Holiday Inn Rosslyn at Key Bridge DATE: North Nash Street7487 DAY: Wednesday 0Key Blvd. & N. Nash St. WEATHER: clear Key BoulevardArlington County,VA COUNTED BY: Anita Key Boulevard



15 Minute Volumes6:00 AM - 6:15 AM 5 7 12 1 11 12 6 1 7 12 19 316:15 AM - 6:30 AM 7 1 8 ` 4 3 7 13 5 18 8 25 336:30 AM - 6:45 AM 4 3 7 7 14 21 14 12 26 7 47 546:45 AM - 7:00 AM 5 1 6 8 14 22 18 8 26 6 48 547:00 AM - 7:15 AM 7 11 18 8 17 25 23 8 31 18 56 747:15 AM - 7:30 AM 8 8 16 11 22 33 29 16 45 16 78 947:30 AM - 7:45 AM 7 12 19 8 16 24 31 15 46 19 70 897:45 AM - 8:00 AM 9 12 21 14 24 38 43 24 67 21 105 1268:00 AM - 8:15 AM 9 7 16 13 29 42 56 14 70 16 112 1288:15 AM - 8:30 AM 7 9 16 11 26 37 66 26 92 16 129 1458:30 AM - 8:45 AM 7 11 18 19 27 46 83 25 108 18 154 1728:45 AM - 9:00 AM 5 4 9 20 33 53 84 24 108 9 161 1709:00 AM - 9:15 AM 4 4 8 11 24 35 71 14 85 8 120 1289:15 AM - 9:30 AM 12 11 23 11 24 35 75 24 99 23 134 1579:30 AM - 9:45 AM 9 11 20 20 22 42 52 11 63 20 105 1259:45 AM - 10:00 AM 8 10 18 12 24 36 23 4 27 18 63 81Total 113 0 122 235 0 178 330 0 508 0 0 0 0 0 0 0 687 231 918 0 235 1426 1661

4:00 PM 4:15 PM 8 7 15 10 30 40 20 9 29 15 69 844:15 PM 4:30 PM 9 6 15 17 33 50 30 7 37 15 87 1024:30 PM 4:45 PM 10 6 16 22 54 76 15 8 23 16 99 1154:45 PM 5:00 PM 12 8 20 14 42 56 26 12 38 20 94 1145:00 PM 5:15 PM 9 8 17 23 61 84 22 8 30 17 114 1315:15 PM 5:30 PM 12 5 17 11 58 69 31 14 45 17 114 1315:30 PM 5:45 PM 19 4 23 12 78 90 42 4 46 23 136 1595:45 PM 6:00 PM 11 6 17 17 48 65 22 10 32 17 97 1146:00 PM 6:15 PM 6 2 8 12 44 56 24 2 26 8 82 906:15 PM 6:30 PM 6 5 11 15 35 50 23 7 30 11 80 916:30 PM 6:45 PM 5 4 9 20 31 51 19 8 27 9 78 876:45 PM 7:00 PM 8 6 14 7 38 45 22 6 28 14 73 87Total 115 0 67 182 0 180 552 0 732 0 0 0 0 0 0 0 296 95 391 652 3975 4627One Hour Volumes6:00 AM - 7:00 AM 21 12 33 0.6875 20 42 62 0.7045 51 26 77 0.7404 33 139 1726:15 AM - 7:15 AM 23 16 39 0.5417 27 48 75 0.75 68 33 101 0.8145 39 176 2156:30 AM - 7:30 AM 24 23 47 0.6528 34 67 101 0.7652 84 44 128 0.7111 47 229 2766:45 AM - 7:45 AM 27 32 59 0.7763 35 69 104 0.7879 101 47 148 0.8043 59 252 3117:00 AM - 8:00 AM 31 43 74 0.881 41 79 120 0.7895 126 63 189 0.7052 74 309 3837:15 AM - 8:15 AM 33 39 72 0.8571 46 91 137 0.8155 159 69 228 0.8143 72 365 4377:30 AM - 8:30 AM 32 40 72 0.857 46 95 141 0.839 196 79 275 0.747 72 416 4887:45 AM - 8:45 AM 32 39 71 0.8452 57 106 163 0.8859 248 89 337 0.7801 71 500 5718:00 AM - 9:00 AM 28 31 59 0.8194 63 115 178 0.8396 289 89 378 0.875 59 556 6158:15 AM - 9:15 AM 23 28 51 0.7083 61 110 171 0.8066 304 89 393 0.9097 51 564 6158:30 AM - 9:30 AM 28 30 58 0.6304 61 108 169 0.7972 313 87 400 0.9259 58 569 6278:45 AM - 9:45 AM 30 30 60 0.6522 62 103 165 0.7783 282 73 355 0.8218 60 520 5809:00 AM 10:00 AM 33 36 69 0.75 54 94 148 0.881 221 53 274 0.6919 69 422 491

4:00 PM 5:00 PM 39 27 66 0.825 63 159 222 0.7303 91 36 127 0.8355 66 349 4154:15 PM 5:15 PM 40 28 68 0.85 76 190 266 0.7917 93 35 128 0.8421 68 394 4624:30 PM 5:30 PM 43 27 70 0.875 70 215 285 0.8482 94 42 136 0.7556 70 421 4914:45 PM 5:45 PM 52 25 77 0.837 60 239 299 0.831 121 38 159 0.864 77 458 5355:00 PM 6:00 PM 51 23 74 0.8043 63 245 308 0.8556 117 36 153 0.8315 74 461 5355:15 PM 6:15 PM 48 17 65 0.7065 52 228 280 0.7778 119 30 149 0.8098 65 429 4945:30 PM 6:30 PM 42 17 59 0.6413 56 205 261 0.725 111 23 134 0.7283 59 395 4545:45 PM 6:45 PM 28 17 45 0.6618 64 158 222 0.8538 88 27 115 0.8984 45 337 3826:00 PM 7:00 PM 25 17 42 0.75 54 148 202 0.9018 88 23 111 0.925 42 313 355

Period



EASTBOUND ROAD:

Key Boulevard


SouthboundNorth Nash Street Key Boulevard

Northbound0

WestboundTime

Eastbound



W+A JOB NO:

D-31

Holiday Inn Rosslyn at Key Bridge DATE: North Nash Street7487 DAY: Wednesday 0Key Blvd. & N. Nash St. WEATHER: clear Key BoulevardArlington County,VA COUNTED BY: Anita Key Boulevard



15 Minute Volumes6:00 AM - 6:15 AM6:15 AM - 6:30 AM 1 1 1 16:30 AM - 6:45 AM 1 1 1 16:45 AM - 7:00 AM7:00 AM - 7:15 AM7:15 AM - 7:30 AM 3 1 4 4 47:30 AM - 7:45 AM 1 1 2 2 27:45 AM - 8:00 AM8:00 AM - 8:15 AM 2 2 1 1 1 1 2 2 48:15 AM - 8:30 AM 1 1 2 2 3 38:30 AM - 8:45 AM 1 1 1 18:45 AM - 9:00 AM 1 1 1 1 1 1 2 1 3 49:00 AM - 9:15 AM 2 2 1 1 2 1 39:15 AM - 9:30 AM 1 1 2 2 1 1 2 1 4 59:30 AM - 9:45 AM 1 1 1 19:45 AM - 10:00 AM 1 1 1 1Total 12 0 3 15 0 7 0 7 0 0 0 0 0 5 3 8 15 15 30

4:00 PM - 4:15 PM 1 1 1 14:15 PM - 4:30 PM 1 1 2 2 3 34:30 PM - 4:45 PM 1 1 1 1 1 1 24:45 PM - 5:00 PM 1 1 1 15:00 PM - 5:15 PM 1 1 2 2 25:15 PM - 5:30 PM 1 1 2 2 4 5 55:30 PM - 5:45 PM 3 3 1 1 2 1 1 2 3 4 75:45 PM - 6:00 PM 1 1 1 1 1 1 26:00 PM - 6:15 PM 1 1 1 1 1 1 26:15 PM - 6:30 PM 2 2 1 1 1 1 2 2 3 56:30 PM - 6:45 PM 1 1 1 1 2 2 1 3 46:45 PM - 7:00 PM 5 5 1 1 2 2 5 3 8Total 15 0 1 16 2 6 0 8 0 0 0 0 0 7 11 18 16 26 42One Hour Volumes6:00 AM - 7:00 AM 1 1 1 1 1 1 26:15 AM - 7:15 AM 1 1 1 1 1 1 26:30 AM - 7:30 AM 3 1 4 1 1 4 1 56:45 AM - 7:45 AM 4 2 6 6 67:00 AM - 8:00 AM 4 2 6 6 67:15 AM - 8:15 AM 6 2 8 1 1 1 1 8 2 107:30 AM - 8:30 AM 3 1 4 2 2 3 3 4 5 97:45 AM - 8:45 AM 3 3 2 2 3 3 3 5 88:00 AM - 9:00 AM 4 4 3 3 4 1 5 4 8 128:15 AM - 9:15 AM 4 3 3 3 1 4 4 7 118:30 AM - 9:30 AM 4 1 5 4 4 2 2 4 5 8 138:45 AM - 9:45 AM 4 1 5 4 4 2 2 4 5 8 139:00 AM - 10:00 AM 3 1 4 4 4 1 1 2 4 6 10

4:00 PM - 5:00 PM 2 1 3 1 1 3 3 3 4 74:15 PM - 5:15 PM 1 1 2 1 1 1 4 5 2 6 84:30 PM - 5:30 PM 1 1 2 1 1 3 4 7 2 8 104:45 PM - 5:45 PM 4 4 1 2 3 4 4 8 4 11 155:00 PM - 6:00 PM 4 4 1 3 4 4 4 8 4 12 165:15 PM - 6:15 PM 5 5 1 3 4 3 4 7 5 11 165:30 PM - 6:30 PM 7 7 1 3 4 2 3 5 7 9 165:45 PM - 6:45 PM 5 5 1 2 3 1 4 5 5 8 136:00 PM - 7:00 PM 9 9 1 2 3 3 4 7 9 10 19

Period



EASTBOUND ROAD:

Key Boulevard


SouthboundNorth Nash Street Key Boulevard

Northbound0

WestboundTime

Eastbound



W+A JOB NO:

D-32

Holiday Inn Rosslyn at Key Bridge DATE: 19th Street North7487 DAY: Wednesday North Nash StreetKey Blvd. & 19th Street N. WEATHER: clear Gas Station DrivewayArlington County,VA COUNTED BY: Muha & Mina Key Boulevard



15 Minute Volumes6:00 AM - 6:15 AM 8 12 1 21 1 1 9 3 12 8 4 12 33 13 466:15 AM - 6:30 AM 4 22 2 28 ` 4 2 1 7 2 7 2 11 3 1 12 16 39 23 626:30 AM - 6:45 AM 9 29 38 3 1 4 16 8 24 7 11 18 62 22 846:45 AM - 7:00 AM 12 29 1 42 24 12 36 9 12 21 78 21 997:00 AM - 7:15 AM 26 45 2 73 2 2 4 2 28 6 36 13 21 34 109 38 1477:15 AM - 7:30 AM 20 50 1 71 1 1 1 37 6 44 21 20 41 115 42 1577:30 AM - 7:45 AM 15 43 1 59 3 3 1 45 9 55 17 2 24 43 114 46 1607:45 AM - 8:00 AM 35 67 1 103 1 1 1 49 13 63 19 34 53 166 54 2208:00 AM - 8:15 AM 25 43 1 69 3 3 47 14 61 20 1 33 54 130 57 1878:15 AM - 8:30 AM 29 49 78 4 1 5 2 51 16 69 35 47 82 147 87 2348:30 AM - 8:45 AM 30 48 1 79 1 1 3 45 18 66 26 92 118 145 119 2648:45 AM - 9:00 AM 25 48 1 74 1 1 57 16 73 23 1 86 110 147 111 2589:00 AM - 9:15 AM 27 41 2 70 3 3 2 78 14 94 22 2 57 81 164 84 2489:15 AM - 9:30 AM 20 63 3 86 2 1 1 4 3 77 13 93 32 1 66 99 179 103 2829:30 AM - 9:45 AM 26 46 72 1 1 63 14 77 20 45 65 149 66 2159:45 AM - 10:00 AM 18 47 65 1 3 1 5 1 40 12 53 8 22 30 118 35 153Total 329 682 17 1028 0 29 8 7 44 0 18 673 176 867 0 283 8 586 877 0 1895 921 2816

4:00 PM 4:15 PM 23 36 2 61 5 5 2 53 16 71 5 1 21 27 132 32 1644:15 PM 4:30 PM 27 27 4 58 2 2 2 49 21 72 8 1 28 37 130 39 1694:30 PM 4:45 PM 41 27 2 70 3 2 5 1 48 35 84 6 17 23 154 28 1824:45 PM 5:00 PM 35 32 3 70 2 1 3 1 54 19 74 12 2 20 34 144 37 1815:00 PM 5:15 PM 54 39 93 2 2 4 53 27 80 7 24 31 173 35 2085:15 PM 5:30 PM 46 31 5 82 6 6 2 63 29 94 7 32 39 176 45 2215:30 PM 5:45 PM 58 43 2 103 4 4 47 33 80 8 36 44 183 48 2315:45 PM 6:00 PM 43 36 5 84 1 1 2 4 45 23 68 10 20 30 152 34 1866:00 PM 6:15 PM 42 43 4 89 7 1 1 9 50 14 64 5 1 19 25 153 34 1876:15 PM 6:30 PM 25 48 2 75 1 1 34 26 60 7 21 28 135 29 1646:30 PM 6:45 PM 35 41 3 79 9 9 2 23 17 42 7 1 17 25 121 34 1556:45 PM 7:00 PM 32 47 1 80 2 2 33 15 48 7 1 20 28 128 30 158Total 461 450 33 944 0 41 9 4 54 0 10 552 275 837 0 89 7 275 371 5571 2267 7838One Hour Volumes6:00 AM - 7:00 AM 33 92 4 129 0.7679 7 3 2 12 0.4286 2 56 25 83 0.5764 27 1 39 67 0.7976 212 79 2916:15 AM - 7:15 AM 51 125 5 181 0.6199 9 2 4 15 0.5357 4 75 28 107 0.7431 32 1 56 89 0.6544 288 104 3926:30 AM - 7:30 AM 67 153 4 224 0.7671 6 3 9 0.5625 3 105 32 140 0.7955 50 64 114 0.6951 364 123 4876:45 AM - 7:45 AM 73 167 5 245 0.839 6 2 8 0.5 4 134 33 171 0.7773 60 2 77 139 0.8081 416 147 5637:00 AM - 8:00 AM 96 205 5 306 0.7427 7 2 9 0.5625 5 159 34 198 0.7857 70 2 99 171 0.8066 504 180 6847:15 AM - 8:15 AM 95 203 4 302 0.733 8 8 0.6667 3 178 42 223 0.8849 77 3 111 191 0.8843 525 199 7247:30 AM - 8:30 AM 104 202 3 309 0.75 11 1 12 0.6 4 192 52 248 0.899 91 3 138 232 0.707 557 244 8017:45 AM - 8:45 AM 119 207 3 329 0.7985 9 1 10 0.5 6 192 61 259 0.9384 100 1 206 307 0.6504 588 317 9058:00 AM - 9:00 AM 109 188 3 300 0.9494 8 1 1 10 0.5 5 200 64 269 0.9212 104 2 258 364 0.7712 569 374 9438:15 AM - 9:15 AM 111 186 4 301 0.9525 8 1 1 10 0.5 7 231 64 302 0.8032 106 3 282 391 0.8284 603 401 10048:30 AM - 9:30 AM 102 200 7 309 0.8983 6 2 1 9 0.5625 8 257 61 326 0.867 103 4 301 408 0.8644 635 417 10528:45 AM - 9:45 AM 98 198 6 302 0.8779 6 2 1 9 0.5625 5 275 57 337 0.8963 97 4 254 355 0.8068 639 364 10039:00 AM 10:00 AM 91 197 5 293 0.8517 7 4 2 13 0.65 6 258 53 317 0.8431 82 3 190 275 0.6944 610 288 898

4:00 PM 5:00 PM 126 122 11 259 0.925 12 3 15 0.75 6 204 91 301 0.8958 31 4 86 121 0.8176 560 136 6964:15 PM 5:15 PM 157 125 9 291 0.7823 9 5 14 0.7 4 204 102 310 0.9226 33 3 89 125 0.8446 601 139 7404:30 PM 5:30 PM 176 129 10 315 0.8468 13 5 18 0.75 4 218 110 332 0.883 32 2 93 127 0.8141 647 145 7924:45 PM 5:45 PM 193 145 10 348 0.845 14 3 17 0.708 3 217 108 328 0.872 34 2 112 148 0.841 676 165 8415:00 PM 6:00 PM 201 149 12 362 0.8786 13 3 2 18 0.75 2 208 112 322 0.8564 32 112 144 0.8182 684 162 8465:15 PM 6:15 PM 189 153 16 358 0.8689 18 2 3 23 0.6389 2 205 99 306 0.8138 30 1 107 138 0.7841 664 161 8255:30 PM 6:30 PM 168 170 13 351 0.8519 12 2 4 18 0.5 176 96 272 0.85 30 1 96 127 0.7216 623 145 7685:45 PM 6:45 PM 145 168 14 327 0.9185 17 2 4 23 0.6389 2 152 80 234 0.8603 29 2 77 108 0.9 561 131 6926:00 PM 7:00 PM 134 179 10 323 0.9073 16 3 2 21 0.5833 2 140 72 214 0.8359 26 3 77 106 0.9464 537 127 664

Period



EASTBOUND ROAD:

Key Boulevard


Southbound19th Street North Gas Station Driveway


WestboundTime

Eastbound



W+A JOB NO:

D-33

Holiday Inn Rosslyn at Key Bridge DATE: 19th Street North7487 DAY: Wednesday North Nash StreetKey Blvd. & 19th Street N. WEATHER: clear Gas Station DrivewayArlington County,VA COUNTED BY: Muha Key Boulevard



15 Minute Volumes6:00 AM - 6:15 AM6:15 AM - 6:30 AM 1 1 1 1 1 1 26:30 AM - 6:45 AM 1 1 1 16:45 AM - 7:00 AM 1 1 1 17:00 AM - 7:15 AM7:15 AM - 7:30 AM 1 1 1 17:30 AM - 7:45 AM 1 1 1 1 1 1 27:45 AM - 8:00 AM8:00 AM - 8:15 AM 1 1 1 18:15 AM - 8:30 AM 1 3 4 1 1 5 58:30 AM - 8:45 AM 2 2 2 28:45 AM - 9:00 AM 2 2 4 4 49:00 AM - 9:15 AM 3 3 3 39:15 AM - 9:30 AM 1 3 4 1 1 4 1 59:30 AM - 9:45 AM 3 3 1 1 3 1 49:45 AM - 10:00 AM 2 1 3 3 3Total 4 17 0 21 0 0 0 0 0 5 2 7 3 0 3 6 28 6 34

4:00 PM - 4:15 PM 1 1 3 3 4 44:15 PM - 4:30 PM 1 1 1 1 2 24:30 PM - 4:45 PM 1 1 1 1 1 1 24:45 PM - 5:00 PM 2 2 1 1 2 1 35:00 PM - 5:15 PM 2 2 2 25:15 PM - 5:30 PM 2 2 2 2 1 1 4 1 55:30 PM - 5:45 PM 3 3 1 1 4 45:45 PM - 6:00 PM 1 4 5 5 56:00 PM - 6:15 PM 1 1 1 16:15 PM - 6:30 PM 1 1 1 16:30 PM - 6:45 PM 2 2 1 1 2 1 1 4 1 56:45 PM - 7:00 PM 3 3 2 2 2 2 5 2 7Total 9 13 0 22 0 0 0 0 0 12 1 13 4 0 2 6 35 6 41One Hour Volumes6:00 AM - 7:00 AM 3 3 1 1 3 1 46:15 AM - 7:15 AM 3 3 1 1 3 1 46:30 AM - 7:30 AM 2 2 1 1 2 1 36:45 AM - 7:45 AM 2 2 2 2 2 2 47:00 AM - 8:00 AM 1 1 2 2 1 2 37:15 AM - 8:15 AM 1 1 2 1 3 1 3 47:30 AM - 8:30 AM 1 4 5 1 1 1 1 2 6 2 87:45 AM - 8:45 AM 1 5 6 1 1 1 1 7 1 88:00 AM - 9:00 AM 3 7 10 1 1 1 1 11 1 128:15 AM - 9:15 AM 3 10 1 1 14 148:30 AM - 9:30 AM 3 10 13 1 1 13 1 148:45 AM - 9:45 AM 3 8 11 3 3 2 2 14 2 169:00 AM - 10:00 AM 1 6 7 5 1 6 2 2 13 2 15

4:00 PM - 5:00 PM 1 4 5 4 4 1 1 2 9 2 114:15 PM - 5:15 PM 3 3 6 1 1 1 1 2 7 2 94:30 PM - 5:30 PM 4 3 7 2 2 2 1 3 9 3 124:45 PM - 5:45 PM 7 2 9 3 3 1 1 2 12 2 145:00 PM - 6:00 PM 8 4 12 3 3 1 1 15 1 165:15 PM - 6:15 PM 6 4 10 4 4 1 1 14 1 155:30 PM - 6:30 PM 4 4 8 3 3 11 115:45 PM - 6:45 PM 1 6 7 3 1 4 1 1 11 1 126:00 PM - 7:00 PM 5 5 5 1 6 2 1 3 11 3 14

Period



EASTBOUND ROAD:

Key Boulevard


Southbound19th Street North Gas Station Driveway


WestboundTime

Eastbound



W+A JOB NO:

D-34

Holiday Inn Rosslyn at Key Bridge7487Key Blvd. & 19th Street N. 1Arlington County,VA 2

8 4Wednesday 7 3clear 5Muha 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 Total15 Minute Volumes6:00 AM - 6:15 AM 1 86:15 AM - 6:30 AM 2 106:30 AM - 6:45 AM 2 4 96:45 AM - 7:00 AM 2 4 1 19 77:00 AM - 7:15 AM 5 17 137:15 AM - 7:30 AM 2 1 25 97:30 AM - 7:45 AM 2 4 3 3 30 107:45 AM - 8:00 AM 25 168:00 AM - 8:15 AM 3 20 58:15 AM - 8:30 AM 1 11 4 45 158:30 AM - 8:45 AM 25 128:45 AM - 9:00 AM 5 2 30 159:00 AM - 9:15 AM 20 159:15 AM - 9:30 AM 5 5 15 89:30 AM - 9:45 AM 2 4 18 59:45 AM - 10:00 AM 3 5 11 2

4:00 PM - 4:15 PM 2 1 2 10 154:15 PM - 4:30 PM 3 2 2 6 12 164:30 PM - 4:45 PM 2 7 21 234:45 PM - 5:00 PM 2 6 8 22 275:00 PM - 5:15 PM 2 3 6 24 305:15 PM - 5:30 PM 1 9 16 17 555:30 PM - 5:45 PM 10 12 26 565:45 PM - 6:00 PM 9 13 25 526:00 PM - 6:15 PM 10 14 30 376:15 PM - 6:30 PM 1 2 6 22 436:30 PM - 6:45 PM 3 14 24 396:45 PM - 7:00 PM 3 1 11 15 21Total 11 13 91 151 0 9 575 546One Hour Volumes6:00 AM - 7:00 AM 1 2 8 5 46 7 3 8 5 53 696:15 AM - 7:15 AM 2 13 5 55 20 2 13 5 75 956:30 AM - 7:30 AM 4 11 6 70 29 4 11 6 99 1206:45 AM - 7:45 AM 6 4 12 5 91 39 6 16 5 130 1577:00 AM - 8:00 AM 4 4 8 4 97 48 4 12 4 145 1657:15 AM - 8:15 AM 4 7 3 4 100 40 4 10 4 140 1587:30 AM - 8:30 AM 3 18 7 3 120 46 3 25 3 166 1977:45 AM - 8:45 AM 1 14 4 115 48 1 18 163 1828:00 AM - 9:00 AM 1 19 6 120 47 1 25 167 1938:15 AM - 9:15 AM 1 16 6 120 57 1 22 177 2008:30 AM - 9:30 AM 10 7 90 50 17 140 1578:45 AM - 9:45 AM 12 11 83 43 23 126 1499:00 AM - 10:00 AM 10 14 64 30 24 94 118

4:00 PM - 5:00 PM 3 6 11 23 65 81 9 34 146 1894:15 PM - 5:15 PM 5 4 13 27 79 96 9 40 175 2244:30 PM - 5:30 PM 3 2 20 37 84 135 5 57 219 2814:45 PM - 5:45 PM 3 2 28 42 89 168 5 70 257 3325:00 PM - 6:00 PM 3 47 92 193 3 47 285 3355:15 PM - 6:15 PM 1 38 55 98 200 1 93 298 3925:30 PM - 6:30 PM 1 31 45 103 188 1 76 291 3685:45 PM - 6:45 PM 1 24 47 101 171 1 71 272 3446:00 PM - 7:00 PM 4 16 45 91 140 4 61 231 296

DAY:

INTERSECTION:

4/11/2018

WEATHER:

INPUTED BY:

Key

Bou

leva

rd



PROJECT: 19th Street North

North

W + A JOB NO:

COUNTED BY:

LOCATION:

Period

North Nash Street

Time Movement

DATE:

Gas

Sta

tion

Dri

vew

D-35

Holiday Inn Rosslyn at Key Bridge7487Key Blvd. & N. Nash St. 1Arlington County,VA 2

8 4Wednesday 7 3clear 5Anita 6agan

1 2 3 4 5 6 7 8 1 + 2 3 + 4 5 + 6 7+ 8 Total15 Minute Volumes6:00 AM - 6:15 AM 1 1 4 26:15 AM - 6:30 AM 1 1 4 4 26:30 AM - 6:45 AM 3 1 5 16:45 AM - 7:00 AM 3 6 1 3 14 17:00 AM - 7:15 AM 1 1 2 77:15 AM - 7:30 AM 5 2 1 6 137:30 AM - 7:45 AM 2 8 5 187:45 AM - 8:00 AM 4 14 1 9 138:00 AM - 8:15 AM 5 3 1 5 15 18:15 AM - 8:30 AM 5 6 2 16 1 28:30 AM - 8:45 AM 2 13 19 1 18:45 AM - 9:00 AM 6 14 10 21 19:00 AM - 9:15 AM 7 1 1 4 17 1 19:15 AM - 9:30 AM 8 1 4 89:30 AM - 9:45 AM 7 1 2 14 19:45 AM - 10:00 AM 1 6 3 4 1

4:00 PM - 4:15 PM 7 6 1 1 7 5 1 14:15 PM - 4:30 PM 9 6 1 4 84:30 PM - 4:45 PM 7 3 4 8 11 14:45 PM - 5:00 PM 10 8 2 9 95:00 PM - 5:15 PM 15 9 7 175:15 PM - 5:30 PM 12 6 34 155:30 PM - 5:45 PM 11 3 1 12 22 1 15:45 PM - 6:00 PM 13 1 1 22 136:00 PM - 6:15 PM 17 3 1 1 18 17 1 16:15 PM - 6:30 PM 7 13 2 19 13 1 16:30 PM - 6:45 PM 12 3 4 24 17 16:45 PM - 7:00 PM 14 4 11 8 1Total 170 163 14 15 235 347 12 16One Hour Volumes6:00 AM - 7:00 AM 5 9 1 2 8 27 1 5 14 3 35 6 586:15 AM - 7:15 AM 5 10 2 10 30 1 3 15 2 40 4 616:30 AM - 7:30 AM 9 12 2 12 39 1 1 21 2 51 2 766:45 AM - 7:45 AM 11 17 2 16 52 1 28 2 68 1 997:00 AM - 8:00 AM 12 25 2 22 51 37 2 73 1127:15 AM - 8:15 AM 16 27 3 25 59 1 43 3 84 1 1317:30 AM - 8:30 AM 16 31 2 21 62 1 3 47 2 83 4 1367:45 AM - 8:45 AM 16 36 2 16 63 2 4 52 2 79 6 1398:00 AM - 9:00 AM 18 36 1 17 71 2 5 54 1 88 7 1508:15 AM - 9:15 AM 13 40 1 1 16 73 3 5 53 2 89 8 1528:30 AM - 9:30 AM 8 42 2 1 18 65 2 3 50 3 83 5 1418:45 AM - 9:45 AM 6 36 3 1 20 60 2 2 42 4 80 4 1309:00 AM - 10:00 AM 1 28 3 1 13 43 2 2 29 4 56 4 93

4:00 PM - 5:00 PM 33 23 4 5 28 33 2 1 56 9 61 3 1294:15 PM - 5:15 PM 41 26 3 4 28 45 1 67 7 73 1 1484:30 PM - 5:30 PM 44 26 2 4 58 52 1 70 6 110 1 1874:45 PM - 5:45 PM 48 26 2 1 62 63 1 1 74 3 125 2 2045:00 PM - 6:00 PM 51 19 1 75 67 1 1 70 1 142 2 2155:15 PM - 6:15 PM 53 13 2 2 86 67 2 2 66 4 153 4 2275:30 PM - 6:30 PM 48 20 2 4 71 65 3 3 68 6 136 6 2165:45 PM - 6:45 PM 49 20 6 3 83 60 3 2 69 9 143 5 2266:00 PM - 7:00 PM 50 23 5 3 72 55 4 2 73 8 127 6 214

4/11/2018

WEATHER:

INPUTED BY:

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DAY:

W + A JOB NO:

COUNTED BY:

LOCATION:

Period

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Time Movement

DATE:

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August 8, 2019

APPENDIX E 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

E-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

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August 8, 2019

APPENDIX F

EXISTING (2018) LEVEL OF SERVICE AND QUEUE SYNCHRO WORKSHEETS

Queues1: N Nash St & Lee Hwy Holiday Inn Rosslyn at Key Bridge

Existing Conditions AM Synchro 10 ReportW+A Page 1

Lane Group WBL WBT NBT SBTLane Group Flow (vph) 44 526 56 15v/c Ratio 0.12 0.49 0.05 0.02Control Delay 27.7 31.4 4.0 4.8Queue Delay 0.0 0.0 0.0 0.0Total Delay 27.7 31.4 4.0 4.8Queue Length 50th (ft) 21 104 7 2Queue Length 95th (ft) 47 134 m12 8Internal Link Dist (ft) 449 147 46Turn Bay Length (ft) 130Base Capacity (vph) 756 2278 1021 981Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.06 0.23 0.05 0.02

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

F-1

HCM Signalized Intersection Capacity Analysis1: N Nash St & Lee Hwy Holiday Inn Rosslyn at Key Bridge


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 38 446 11 10 42 0 0 7 6Future Volume (vph) 0 0 0 38 446 11 10 42 0 0 7 6Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.5 6.5 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 1.00Frpb, ped/bikes 1.00 0.99 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.94Flt Protected 0.95 1.00 0.99 1.00Satd. Flow (prot) 1464 4403 1659 1561Flt Permitted 0.95 1.00 0.97 1.00Satd. Flow (perm) 1464 4403 1626 1561Peak-hour factor, PHF 0.85 0.85 0.85 0.87 0.87 0.87 0.93 0.93 0.93 0.85 0.85 0.85Adj. Flow (vph) 0 0 0 44 513 13 11 45 0 0 8 7RTOR Reduction (vph) 0 0 0 0 5 0 0 0 0 0 3 0Lane Group Flow (vph) 0 0 0 44 521 0 0 56 0 0 12 0Confl. Peds. (#/hr) 159 159 2 119 119 2Confl. Bikes (#/hr) 157 33 1Heavy Vehicles (%) 2% 2% 2% 11% 4% 2% 2% 2% 2% 2% 2% 2%Bus Blockages (#/hr) 0 0 0 0 5 5 0 0 0 0 0 0Turn Type Perm NA Perm NA NAProtected Phases 4 2 6Permitted Phases 4 2Actuated Green, G (s) 22.0 22.0 56.5 56.5Effective Green, g (s) 22.0 22.0 56.5 56.5Actuated g/C Ratio 0.24 0.24 0.63 0.63Clearance Time (s) 6.5 6.5 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 357 1076 1020 979v/s Ratio Prot c0.12 0.01v/s Ratio Perm 0.03 c0.03v/c Ratio 0.12 0.48 0.05 0.01Uniform Delay, d1 26.5 29.1 6.5 6.3Progression Factor 1.00 1.03 0.59 1.00Incremental Delay, d2 0.2 0.3 0.1 0.0Delay (s) 26.7 30.3 3.9 6.3Level of Service C C A AApproach Delay (s) 0.0 30.0 3.9 6.3Approach LOS A C A A

Intersection SummaryHCM 2000 Control Delay 27.2 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.18Actuated Cycle Length (s) 90.0 Sum of lost time (s) 11.5Intersection Capacity Utilization 42.9% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

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Queues2: N Fort Myer Dr & Lee Hwy Holiday Inn Rosslyn at Key Bridge


Lane Group WBL WBT SBTLane Group Flow (vph) 119 231 1217v/c Ratio 0.32 0.35 0.43Control Delay 10.2 24.6 8.1Queue Delay 0.0 0.0 0.0Total Delay 10.2 24.6 8.1Queue Length 50th (ft) 33 64 109Queue Length 95th (ft) 64 95 140Internal Link Dist (ft) 259 217Turn Bay Length (ft)Base Capacity (vph) 512 977 2808Starvation Cap Reductn 0 0 0Spillback Cap Reductn 12 0 34Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.24 0.24 0.44

Intersection Summary

F-3

HCM Signalized Intersection Capacity Analysis2: N Fort Myer Dr & Lee Hwy Holiday Inn Rosslyn at Key Bridge


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 106 206 0 0 0 0 0 939 242Future Volume (vph) 0 0 0 106 206 0 0 0 0 0 939 242Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0Lane Util. Factor 1.00 0.95 0.91Frpb, ped/bikes 1.00 1.00 0.96Flpb, ped/bikes 0.96 1.00 1.00Frt 1.00 1.00 0.97Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1385 2981 4271Flt Permitted 0.95 1.00 1.00Satd. Flow (perm) 1385 2981 4271Peak-hour factor, PHF 0.85 0.85 0.85 0.89 0.89 0.89 0.85 0.85 0.85 0.97 0.97 0.97Adj. Flow (vph) 0 0 0 119 231 0 0 0 0 0 968 249RTOR Reduction (vph) 0 0 0 68 0 0 0 0 0 0 39 0Lane Group Flow (vph) 0 0 0 51 231 0 0 0 0 0 1178 0Confl. Peds. (#/hr) 48 31 31 48 167 33 33 167Confl. Bikes (#/hr) 157 9 1 25Heavy Vehicles (%) 2% 2% 2% 13% 9% 2% 2% 2% 2% 2% 2% 2%Turn Type Perm NA NAProtected Phases 4 2Permitted Phases 4Actuated Green, G (s) 20.1 20.1 58.4Effective Green, g (s) 20.1 20.1 58.4Actuated g/C Ratio 0.22 0.22 0.65Clearance Time (s) 5.5 5.5 6.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 309 665 2771v/s Ratio Prot c0.08 c0.28v/s Ratio Perm 0.04v/c Ratio 0.17 0.35 0.43Uniform Delay, d1 28.2 29.4 7.7Progression Factor 0.81 0.81 1.00Incremental Delay, d2 0.2 0.3 0.5Delay (s) 23.1 24.3 8.1Level of Service C C AApproach Delay (s) 0.0 23.9 0.0 8.1Approach LOS A C A A

Intersection SummaryHCM 2000 Control Delay 11.7 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.41Actuated Cycle Length (s) 90.0 Sum of lost time (s) 11.5Intersection Capacity Utilization 68.5% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

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Queues3: N Lynn St & Lee Hwy Holiday Inn Rosslyn at Key Bridge


Lane Group WBT WBR NBL NBTLane Group Flow (vph) 419 226 136 2402v/c Ratio 0.67 0.72 0.14 0.65Control Delay 36.0 39.0 0.3 8.2Queue Delay 0.0 0.0 0.0 15.3Total Delay 36.0 39.0 0.3 23.5Queue Length 50th (ft) 118 109 0 88Queue Length 95th (ft) 155 182 m0 m410Internal Link Dist (ft) 298 176Turn Bay Length (ft)Base Capacity (vph) 819 400 977 3681Starvation Cap Reductn 0 0 0 1325Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.51 0.56 0.14 1.02


F-5

HCM Signalized Intersection Capacity Analysis3: N Lynn St & Lee Hwy Holiday Inn Rosslyn at Key Bridge


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 0 181 425 131 2306 0 0 0 0Future Volume (vph) 0 0 0 0 181 425 131 2306 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0 6.0Lane Util. Factor 0.91 0.91 1.00 0.86Frpb, ped/bikes 0.97 0.95 1.00 1.00Flpb, ped/bikes 1.00 1.00 0.96 1.00Frt 0.92 0.85 1.00 1.00Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 2675 1228 1454 5767Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 2675 1228 1454 5767Peak-hour factor, PHF 0.85 0.85 0.85 0.94 0.94 0.94 0.96 0.96 0.96 0.85 0.85 0.85Adj. Flow (vph) 0 0 0 0 193 452 136 2402 0 0 0 0RTOR Reduction (vph) 0 0 0 0 2 28 49 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 417 198 87 2402 0 0 0 0Confl. Peds. (#/hr) 25 24 24 25 28 104 104 28Confl. Bikes (#/hr) 78 5 10 13Heavy Vehicles (%) 2% 2% 2% 2% 6% 2% 7% 2% 2% 2% 2% 2%Turn Type NA Perm Perm NAProtected Phases 4 1Permitted Phases 4 1Actuated Green, G (s) 21.0 21.0 57.5 57.5Effective Green, g (s) 21.0 21.0 57.5 57.5Actuated g/C Ratio 0.23 0.23 0.64 0.64Clearance Time (s) 5.5 5.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 624 286 928 3684v/s Ratio Prot 0.16 c0.42v/s Ratio Perm c0.16 0.06v/c Ratio 0.67 0.69 0.09 0.65Uniform Delay, d1 31.3 31.6 6.2 10.1Progression Factor 1.00 1.00 0.09 0.71Incremental Delay, d2 2.7 7.1 0.1 0.4Delay (s) 34.1 38.7 0.6 7.5Level of Service C D A AApproach Delay (s) 0.0 35.7 7.1 0.0Approach LOS A D A A


F-6



Lane Group EBT NBT SBL SBTLane Group Flow (vph) 2324 176 92 29v/c Ratio 0.92 0.45 0.28 0.06Control Delay 25.5 28.9 29.3 24.6Queue Delay 2.5 0.0 1.3 0.0Total Delay 28.0 28.9 30.6 24.6Queue Length 50th (ft) 409 78 46 14Queue Length 95th (ft) #502 130 87 35Internal Link Dist (ft) 645 157 147Turn Bay Length (ft)Base Capacity (vph) 2532 395 323 512Starvation Cap Reductn 0 0 113 0Spillback Cap Reductn 124 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.97 0.45 0.44 0.06

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

F-7



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 17 2040 57 0 0 0 0 35 115 78 25 0Future Volume (vph) 17 2040 57 0 0 0 0 35 115 78 25 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.5 6.5 6.5Lane Util. Factor 0.91 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.98 1.00 1.00Flpb, ped/bikes 1.00 1.00 0.99 1.00Frt 1.00 0.90 1.00 1.00Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 4550 1285 1573 1676Flt Permitted 1.00 1.00 0.64 1.00Satd. Flow (perm) 4550 1285 1059 1676Peak-hour factor, PHF 0.91 0.91 0.91 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85Adj. Flow (vph) 19 2242 63 0 0 0 0 41 135 92 29 0RTOR Reduction (vph) 0 3 0 0 0 0 0 3 0 0 0 0Lane Group Flow (vph) 0 2321 0 0 0 0 0 173 0 92 29 0Confl. Peds. (#/hr) 2 14 14 2 2 15 15 2Confl. Bikes (#/hr) 2 3 3Parking (#/hr) 5 5Turn Type Perm NA NA Perm NAProtected Phases 4 2 6Permitted Phases 4 6Actuated Green, G (s) 50.0 27.5 27.5 27.5Effective Green, g (s) 50.0 27.5 27.5 27.5Actuated g/C Ratio 0.56 0.31 0.31 0.31Clearance Time (s) 6.0 6.5 6.5 6.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2527 392 323 512v/s Ratio Prot c0.13 0.02v/s Ratio Perm 0.51 0.09v/c Ratio 0.92 0.44 0.28 0.06Uniform Delay, d1 18.1 25.1 23.8 22.1Progression Factor 1.00 1.00 1.10 1.09Incremental Delay, d2 5.9 3.6 2.2 0.2Delay (s) 24.1 28.7 28.4 24.2Level of Service C C C CApproach Delay (s) 24.1 0.0 28.7 27.4Approach LOS C A C C

Intersection SummaryHCM 2000 Control Delay 24.5 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.75Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 89.3% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

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Lane Group EBT SBL SBTLane Group Flow (vph) 2404 275 860v/c Ratio 1.02 0.76 0.67Control Delay 29.7 43.5 32.8Queue Delay 9.3 1.2 1.7Total Delay 38.9 44.7 34.5Queue Length 50th (ft) ~166 170 184Queue Length 95th (ft) m#613 #302 229Internal Link Dist (ft) 254 220Turn Bay Length (ft)Base Capacity (vph) 2367 360 1276Starvation Cap Reductn 0 16 249Spillback Cap Reductn 60 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 1.04 0.80 0.84

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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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 1862 374 0 0 0 0 0 0 362 683 0Future Volume (vph) 0 1862 374 0 0 0 0 0 0 362 683 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 6.5 6.5Lane Util. Factor 0.91 0.86 0.86Frpb, ped/bikes 0.97 1.00 1.00Flpb, ped/bikes 1.00 0.87 0.98Frt 0.97 1.00 1.00Flt Protected 1.00 0.95 0.99Satd. Flow (prot) 4208 1111 4109Flt Permitted 1.00 0.95 0.99Satd. Flow (perm) 4208 1111 4109Peak-hour factor, PHF 0.93 0.93 0.93 0.85 0.85 0.85 0.85 0.85 0.85 0.92 0.92 0.92Adj. Flow (vph) 0 2002 402 0 0 0 0 0 0 393 742 0RTOR Reduction (vph) 0 6 0 0 0 0 0 0 0 21 21 0Lane Group Flow (vph) 0 2398 0 0 0 0 0 0 0 254 839 0Confl. Peds. (#/hr) 35 167 167 35 112 123 123 112Confl. Bikes (#/hr) 2 1 2 22Heavy Vehicles (%) 2% 3% 5% 2% 2% 2% 2% 2% 2% 9% 4% 2%Bus Blockages (#/hr) 0 8 8 0 0 0 0 0 0 0 0 0Turn Type NA Perm NAProtected Phases 4 2Permitted Phases 2Actuated Green, G (s) 50.5 27.5 27.5Effective Green, g (s) 50.5 27.5 27.5Actuated g/C Ratio 0.56 0.31 0.31Clearance Time (s) 5.5 6.5 6.5Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 2361 339 1255v/s Ratio Prot c0.57v/s Ratio Perm c0.23 0.20v/c Ratio 1.02 0.75 0.67Uniform Delay, d1 19.8 28.2 27.3Progression Factor 0.55 1.13 1.13Incremental Delay, d2 16.8 13.3 2.7Delay (s) 27.6 45.2 33.5Level of Service C D CApproach Delay (s) 27.6 0.0 0.0 36.4Approach LOS C A A D

Intersection SummaryHCM 2000 Control Delay 30.4 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.92Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 81.3% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

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Lane Group EBL EBT NBT NBRLane Group Flow (vph) 725 1500 1658 96v/c Ratio 0.89 0.90 0.92 0.25Control Delay 16.1 13.4 39.0 15.7Queue Delay 2.9 2.8 45.6 0.0Total Delay 18.9 16.3 84.6 15.7Queue Length 50th (ft) 129 139 261 22Queue Length 95th (ft) m132 m140 #337 60Internal Link Dist (ft) 416 278Turn Bay Length (ft)Base Capacity (vph) 813 1668 1805 387Starvation Cap Reductn 37 95 0 0Spillback Cap Reductn 1 0 315 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.93 0.95 1.11 0.25

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.

F-11



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 829 1129 0 0 0 0 0 1608 93 0 0 0Future Volume (vph) 829 1129 0 0 0 0 0 1608 93 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0 6.0Lane Util. Factor 0.91 0.91 0.86 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.83Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 0.95 0.99 1.00 1.00Satd. Flow (prot) 1449 3004 5602 1115Flt Permitted 0.95 0.99 1.00 1.00Satd. Flow (perm) 1449 3004 5602 1115Peak-hour factor, PHF 0.88 0.88 0.88 0.85 0.85 0.85 0.97 0.97 0.97 0.85 0.85 0.85Adj. Flow (vph) 942 1283 0 0 0 0 0 1658 96 0 0 0RTOR Reduction (vph) 16 16 0 0 0 0 0 0 28 0 0 0Lane Group Flow (vph) 709 1484 0 0 0 0 0 1658 68 0 0 0Confl. Peds. (#/hr) 31 31 44 126 126 44Confl. Bikes (#/hr) 1 15 21Heavy Vehicles (%) 2% 3% 2% 2% 2% 2% 2% 5% 8% 2% 2% 2%Turn Type Perm NA NA PermProtected Phases 4 2Permitted Phases 4 2Actuated Green, G (s) 49.5 49.5 29.0 29.0Effective Green, g (s) 49.5 49.5 29.0 29.0Actuated g/C Ratio 0.55 0.55 0.32 0.32Clearance Time (s) 5.5 5.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 796 1652 1805 359v/s Ratio Prot c0.30v/s Ratio Perm 0.49 0.49 0.06v/c Ratio 0.89 0.90 0.92 0.19Uniform Delay, d1 17.9 18.0 29.4 22.0Progression Factor 0.56 0.56 1.00 1.00Incremental Delay, d2 4.0 2.2 9.0 1.2Delay (s) 13.9 12.2 38.4 23.2Level of Service B B D CApproach Delay (s) 12.8 0.0 37.6 0.0Approach LOS B A D A

Intersection SummaryHCM 2000 Control Delay 23.7 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.91Actuated Cycle Length (s) 90.0 Sum of lost time (s) 11.5Intersection Capacity Utilization 91.2% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

F-12

HCM Unsignalized Intersection Capacity Analysis7: N Nash St & North Site Driveway Holiday Inn Rosslyn at Key Bridge


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 6 0 0 0 0 10 0 134 6 8 73 1Future Volume (Veh/h) 6 0 0 0 0 10 0 134 6 8 73 1Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.87 0.87 0.87Hourly flow rate (vph) 7 0 0 0 0 12 0 158 7 9 84 1Pedestrians 4 16 1Lane Width (ft) 12.0 12.0 12.0Walking Speed (ft/s) 3.5 3.5 3.5Percent Blockage 0 2 0Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 237pX, platoon unblockedvC, conflicting volume 280 288 90 281 284 178 89 181vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 280 288 90 281 284 178 89 181tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 99 100 100 100 100 99 100 99cM capacity (veh/h) 648 606 964 648 609 852 1501 1373

Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 7 12 165 94Volume Left 7 0 0 9Volume Right 0 12 7 1cSH 648 852 1501 1373Volume to Capacity 0.01 0.01 0.00 0.01Queue Length 95th (ft) 1 1 0 0Control Delay (s) 10.6 9.3 0.0 0.8Lane LOS B A AApproach Delay (s) 10.6 9.3 0.0 0.8Approach LOS B A

Intersection SummaryAverage Delay 0.9Intersection Capacity Utilization 24.4% ICU Level of Service AAnalysis Period (min) 15

F-13

HCM Unsignalized Intersection Capacity Analysis8: N Nash St & South Site Driveway Holiday Inn Rosslyn at Key Bridge


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 0 0 140 3 3 70Future Volume (Veh/h) 0 0 140 3 3 70Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85Hourly flow rate (vph) 0 0 165 4 4 82PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 418pX, platoon unblockedvC, conflicting volume 257 167 169vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 257 167 169tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 100 100cM capacity (veh/h) 730 877 1409

Direction, Lane # WB 1 NB 1 SB 1Volume Total 0 169 86Volume Left 0 0 4Volume Right 0 4 0cSH 1700 1700 1409Volume to Capacity 0.00 0.10 0.00Queue Length 95th (ft) 0 0 0Control Delay (s) 0.0 0.0 0.4Lane LOS A AApproach Delay (s) 0.0 0.0 0.4Approach LOS A


F-14

HCM Unsignalized Intersection Capacity Analysis9: N Fort Myer Dr & Site Driveway Holiday Inn Rosslyn at Key Bridge


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 0 22 0 0 1039 18Future Volume (Veh/h) 0 22 0 0 1039 18Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85Hourly flow rate (vph) 0 26 0 0 1222 21PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 270 275pX, platoon unblocked 0.86 0.86 0.86vC, conflicting volume 1232 418 1243vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 708 0 720tC, single (s) 6.8 6.9 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 97 100cM capacity (veh/h) 318 934 756

Direction, Lane # EB 1 SB 1 SB 2 SB 3Volume Total 26 489 489 265Volume Left 0 0 0 0Volume Right 26 0 0 21cSH 934 1700 1700 1700Volume to Capacity 0.03 0.29 0.29 0.16Queue Length 95th (ft) 2 0 0 0Control Delay (s) 9.0 0.0 0.0 0.0Lane LOS AApproach Delay (s) 9.0 0.0Approach LOS A


F-15

Queues10: N Fort Myer Dr & 19th St N Holiday Inn Rosslyn at Key Bridge


Lane Group EBT WBT SBL SBTLane Group Flow (vph) 404 231 233 879v/c Ratio 0.43 0.35 0.45 0.38Control Delay 19.7 25.9 17.7 12.5Queue Delay 0.0 0.0 0.0 0.0Total Delay 19.7 25.9 17.7 12.5Queue Length 50th (ft) 72 55 84 97Queue Length 95th (ft) 105 84 148 127Internal Link Dist (ft) 235 319 190Turn Bay Length (ft) 115Base Capacity (vph) 948 669 515 2300Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.43 0.35 0.45 0.38


F-16

HCM Signalized Intersection Capacity Analysis10: N Fort Myer Dr & 19th St N Holiday Inn Rosslyn at Key Bridge


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 226 117 96 105 0 0 0 0 224 639 204Future Volume (vph) 0 226 117 96 105 0 0 0 0 224 639 204Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 7.0 7.0 6.5 6.5Lane Util. Factor 0.95 0.95 1.00 0.91Frpb, ped/bikes 0.98 1.00 1.00 0.98Flpb, ped/bikes 1.00 0.99 0.70 1.00Frt 0.95 1.00 1.00 0.96Flt Protected 1.00 0.98 0.95 1.00Satd. Flow (prot) 2636 3030 980 4289Flt Permitted 1.00 0.65 0.95 1.00Satd. Flow (perm) 2636 2007 980 4289Peak-hour factor, PHF 0.85 0.85 0.85 0.87 0.87 0.87 0.85 0.85 0.85 0.96 0.96 0.96Adj. Flow (vph) 0 266 138 110 121 0 0 0 0 233 666 212RTOR Reduction (vph) 0 69 0 0 0 0 0 0 0 0 44 0Lane Group Flow (vph) 0 335 0 0 231 0 0 0 0 233 835 0Confl. Peds. (#/hr) 250 51 51 250 70 309 309 70Confl. Bikes (#/hr) 1 1 17Heavy Vehicles (%) 2% 15% 14% 4% 3% 7% 2% 2% 2% 2% 3% 2%Parking (#/hr) 5 5 5Turn Type NA Perm NA Perm NAProtected Phases 4 8 6Permitted Phases 8 6Actuated Green, G (s) 32.0 32.0 50.5 50.5Effective Green, g (s) 32.0 32.0 50.5 50.5Actuated g/C Ratio 0.33 0.33 0.53 0.53Clearance Time (s) 7.0 7.0 6.5 6.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 878 669 515 2256v/s Ratio Prot c0.13 0.19v/s Ratio Perm 0.12 c0.24v/c Ratio 0.38 0.35 0.45 0.37Uniform Delay, d1 24.4 24.1 14.2 13.4Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 0.3 2.9 0.5Delay (s) 24.7 24.4 17.0 13.9Level of Service C C B BApproach Delay (s) 24.7 24.4 0.0 14.5Approach LOS C C A B

Intersection SummaryHCM 2000 Control Delay 18.2 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.42Actuated Cycle Length (s) 96.0 Sum of lost time (s) 13.5Intersection Capacity Utilization 92.8% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

F-17

HCM Unsignalized Intersection Capacity Analysis11: Key Blvd & N Nash St Holiday Inn Rosslyn at Key Bridge


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 79 196 105 51 40 32Future Volume (Veh/h) 79 196 105 51 40 32Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.85 0.85 0.85 0.85 0.86 0.86Hourly flow rate (vph) 93 231 124 60 47 37Pedestrians 4 2 47Lane Width (ft) 12.0 12.0 12.0Walking Speed (ft/s) 3.5 3.5 3.5Percent Blockage 0 0 4Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 231 620 205vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 231 620 205tC, single (s) 4.1 6.4 6.3tC, 2 stage (s)tF (s) 2.2 3.5 3.4p0 queue free % 93 88 95cM capacity (veh/h) 1271 398 779

Direction, Lane # EB 1 WB 1 SB 1Volume Total 324 184 84Volume Left 93 0 47Volume Right 0 60 37cSH 1271 1700 507Volume to Capacity 0.07 0.11 0.17Queue Length 95th (ft) 6 0 15Control Delay (s) 2.8 0.0 13.5Lane LOS A BApproach Delay (s) 2.8 0.0 13.5Approach LOS B


F-18

HCM Unsignalized Intersection Capacity Analysis12: 19th St N & Key Blvd Holiday Inn Rosslyn at Key Bridge


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 140 3 93 1 0 11 52 192 4 3 202 104Future Volume (Veh/h) 140 3 93 1 0 11 52 192 4 3 202 104Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.90 0.90 0.90 0.85 0.85 0.85Hourly flow rate (vph) 165 4 109 1 0 13 58 213 4 4 238 122Pedestrians 166 25 3 3Lane Width (ft) 12.0 12.0 12.0 12.0Walking Speed (ft/s) 3.5 3.5 3.5 3.5Percent Blockage 16 2 0 0Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 315pX, platoon unblockedvC, conflicting volume 759 770 407 716 890 243 526 242vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 759 770 407 716 890 243 526 242tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.2 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.3 2.2p0 queue free % 24 98 80 100 100 98 93 100cM capacity (veh/h) 218 252 541 216 215 775 823 1293

Direction, Lane # EB 1 EB 2 WB 1 NB 1 SB 1 SB 2Volume Total 169 109 14 275 242 122Volume Left 165 0 1 58 4 0Volume Right 0 109 13 4 0 122cSH 218 541 654 823 1293 1700Volume to Capacity 0.77 0.20 0.02 0.07 0.00 0.07Queue Length 95th (ft) 136 19 2 6 0 0Control Delay (s) 61.9 13.3 10.6 2.7 0.2 0.0Lane LOS F B B A AApproach Delay (s) 42.9 10.6 2.7 0.1Approach LOS E B


F-19


Existing Conditions PM Synchro 10 ReportW+A Page 1

Lane Group WBL WBT NBT SBTLane Group Flow (vph) 46 1035 107 46v/c Ratio 0.08 0.65 0.13 0.05Control Delay 23.4 32.8 18.7 12.2Queue Delay 0.0 0.0 0.8 0.0Total Delay 23.4 32.8 19.5 12.2Queue Length 50th (ft) 22 211 41 11Queue Length 95th (ft) m31 234 81 32Internal Link Dist (ft) 449 147 46Turn Bay Length (ft) 130Base Capacity (vph) 885 2508 826 865Starvation Cap Reductn 0 0 520 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.05 0.41 0.35 0.05


F-20



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 43 953 9 31 60 0 0 36 3Future Volume (vph) 0 0 0 43 953 9 31 60 0 0 36 3Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 6.5Lane Util. Factor 1.00 0.91 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.99Flt Protected 0.95 1.00 0.98 1.00Satd. Flow (prot) 1593 4510 1649 1654Flt Permitted 0.95 1.00 0.91 1.00Satd. Flow (perm) 1593 4510 1533 1654Peak-hour factor, PHF 0.85 0.85 0.85 0.93 0.93 0.93 0.85 0.85 0.85 0.85 0.85 0.85Adj. Flow (vph) 0 0 0 46 1025 10 36 71 0 0 42 4RTOR Reduction (vph) 0 0 0 0 1 0 0 0 0 0 2 0Lane Group Flow (vph) 0 0 0 46 1034 0 0 107 0 0 44 0Confl. Peds. (#/hr) 111 111 59 59Confl. Bikes (#/hr) 38 135 14Bus Blockages (#/hr) 0 0 0 0 7 7 0 0 0 0 0 0Turn Type Perm NA Perm NA NAProtected Phases 8 2 6Permitted Phases 8 2Actuated Green, G (s) 31.5 31.5 48.5 47.0Effective Green, g (s) 31.5 31.5 48.5 47.0Actuated g/C Ratio 0.35 0.35 0.54 0.52Clearance Time (s) 5.0 5.0 5.0 6.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 557 1578 826 863v/s Ratio Prot c0.23 0.03v/s Ratio Perm 0.03 c0.07v/c Ratio 0.08 0.66 0.13 0.05Uniform Delay, d1 19.6 24.7 10.3 10.6Progression Factor 1.33 1.29 1.50 1.00Incremental Delay, d2 0.1 0.8 0.3 0.1Delay (s) 26.1 32.7 15.7 10.7Level of Service C C B BApproach Delay (s) 0.0 32.4 15.7 10.7Approach LOS A C B B


F-21





F-22



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 125 604 0 0 0 0 0 1494 305Future Volume (vph) 0 0 0 125 604 0 0 0 0 0 1494 305Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0Lane Util. Factor 1.00 0.95 0.91Frpb, ped/bikes 1.00 1.00 0.98Flpb, ped/bikes 0.95 1.00 1.00Frt 1.00 1.00 0.97Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1462 3154 4358Flt Permitted 0.95 1.00 1.00Satd. Flow (perm) 1462 3154 4358Peak-hour factor, PHF 0.85 0.85 0.85 0.93 0.93 0.93 0.85 0.85 0.85 0.94 0.94 0.94Adj. Flow (vph) 0 0 0 134 649 0 0 0 0 0 1589 324RTOR Reduction (vph) 0 0 0 26 0 0 0 0 0 0 13 0Lane Group Flow (vph) 0 0 0 108 649 0 0 0 0 0 1900 0Confl. Peds. (#/hr) 75 39 39 75 123 15 15 123Confl. Bikes (#/hr) 42 90 2 12Heavy Vehicles (%) 2% 2% 2% 6% 3% 2% 2% 2% 2% 2% 2% 2%Turn Type Perm NA NAProtected Phases 8 6Permitted Phases 8Actuated Green, G (s) 24.5 24.5 54.0Effective Green, g (s) 24.5 24.5 54.0Actuated g/C Ratio 0.27 0.27 0.60Clearance Time (s) 5.5 5.5 6.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 397 858 2614v/s Ratio Prot c0.21 c0.44v/s Ratio Perm 0.07v/c Ratio 0.27 0.76 0.73Uniform Delay, d1 25.7 30.0 12.8Progression Factor 0.88 0.89 1.00Incremental Delay, d2 0.3 3.5 1.8Delay (s) 22.9 30.1 14.6Level of Service C C BApproach Delay (s) 0.0 28.9 0.0 14.6Approach LOS A C A B


F-23



Lane Group WBT WBR NBL NBTLane Group Flow (vph) 571 249 320 1955v/c Ratio 0.66 0.72 0.36 0.59Control Delay 30.6 34.8 1.7 9.0Queue Delay 0.0 0.0 0.7 0.7Total Delay 30.6 34.8 2.4 9.7Queue Length 50th (ft) 156 119 1 88Queue Length 95th (ft) 179 183 m15 356Internal Link Dist (ft) 278 176Turn Bay Length (ft)Base Capacity (vph) 1161 456 899 3297Starvation Cap Reductn 0 0 306 896Spillback Cap Reductn 0 0 5 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.49 0.55 0.54 0.81


F-24



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 0 431 339 298 1818 0 0 0 0Future Volume (vph) 0 0 0 0 431 339 298 1818 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0 6.0Lane Util. Factor 0.91 0.91 1.00 0.86Frpb, ped/bikes 0.96 0.81 1.00 1.00Flpb, ped/bikes 1.00 1.00 0.94 1.00Frt 0.97 0.85 1.00 1.00Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 2853 1055 1423 5767Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 2853 1055 1423 5767Peak-hour factor, PHF 0.85 0.85 0.85 0.94 0.94 0.94 0.93 0.93 0.93 0.85 0.85 0.85Adj. Flow (vph) 0 0 0 0 459 361 320 1955 0 0 0 0RTOR Reduction (vph) 0 0 0 0 1 25 86 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 570 224 234 1955 0 0 0 0Confl. Peds. (#/hr) 83 33 33 83 42 226 226 42Confl. Bikes (#/hr) 10 89 14 3Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 7% 2% 2% 2% 2% 2%Turn Type NA Perm Perm NAProtected Phases 8 2Permitted Phases 8 2Actuated Green, G (s) 27.0 27.0 51.5 51.5Effective Green, g (s) 27.0 27.0 51.5 51.5Actuated g/C Ratio 0.30 0.30 0.57 0.57Clearance Time (s) 5.5 5.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 855 316 814 3300v/s Ratio Prot 0.20 c0.34v/s Ratio Perm c0.21 0.16v/c Ratio 0.67 0.71 0.29 0.59Uniform Delay, d1 27.6 28.0 9.9 12.5Progression Factor 1.00 1.00 0.20 0.61Incremental Delay, d2 2.0 7.1 0.6 0.5Delay (s) 29.5 35.1 2.5 8.2Level of Service C D A AApproach Delay (s) 0.0 31.2 7.4 0.0Approach LOS A C A A


F-25



Lane Group EBT NBT SBL SBTLane Group Flow (vph) 1115 154 106 38v/c Ratio 0.71 0.22 0.19 0.04Control Delay 27.2 8.8 14.4 12.8Queue Delay 0.0 0.0 1.0 0.0Total Delay 27.2 8.8 15.5 12.8Queue Length 50th (ft) 195 24 37 13Queue Length 95th (ft) 213 62 68 31Internal Link Dist (ft) 645 157 147Turn Bay Length (ft)Base Capacity (vph) 2261 694 552 859Starvation Cap Reductn 0 0 279 0Spillback Cap Reductn 60 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.51 0.22 0.39 0.04


F-26



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 51 945 63 0 0 0 0 40 91 90 32 0Future Volume (vph) 51 945 63 0 0 0 0 40 91 90 32 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.5 6.5 6.5Lane Util. Factor 0.91 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.97 1.00 1.00Flpb, ped/bikes 1.00 1.00 0.97 1.00Frt 0.99 0.91 1.00 1.00Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 4506 1289 1551 1676Flt Permitted 1.00 1.00 0.66 1.00Satd. Flow (perm) 4506 1289 1076 1676Peak-hour factor, PHF 0.95 0.95 0.95 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85Adj. Flow (vph) 54 995 66 0 0 0 0 47 107 106 38 0RTOR Reduction (vph) 0 10 0 0 0 0 0 34 0 0 0 0Lane Group Flow (vph) 0 1105 0 0 0 0 0 120 0 106 38 0Confl. Peds. (#/hr) 10 16 16 10 10 30 30 10Confl. Bikes (#/hr) 1 1 1 4Parking (#/hr) 5 5Turn Type Perm NA NA Perm NAProtected Phases 4 2 6Permitted Phases 4 6Actuated Green, G (s) 31.3 46.2 46.2 46.2Effective Green, g (s) 31.3 46.2 46.2 46.2Actuated g/C Ratio 0.35 0.51 0.51 0.51Clearance Time (s) 6.0 6.5 6.5 6.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1567 661 552 860v/s Ratio Prot 0.09 0.02v/s Ratio Perm 0.25 c0.10v/c Ratio 0.71 0.18 0.19 0.04Uniform Delay, d1 25.4 11.8 11.8 10.9Progression Factor 1.00 1.00 0.98 0.97Incremental Delay, d2 1.5 0.6 0.8 0.1Delay (s) 26.8 12.4 12.3 10.7Level of Service C B B BApproach Delay (s) 26.8 0.0 12.4 11.9Approach LOS C A B B

Intersection SummaryHCM 2000 Control Delay 23.7 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.40Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 67.5% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

F-27



Lane Group EBT SBL SBTLane Group Flow (vph) 1211 401 1251v/c Ratio 0.80 0.60 0.57Control Delay 12.7 31.7 29.2Queue Delay 0.1 24.0 32.6Total Delay 12.8 55.7 61.7Queue Length 50th (ft) 45 269 285Queue Length 95th (ft) 75 379 337Internal Link Dist (ft) 254 220Turn Bay Length (ft)Base Capacity (vph) 1578 663 2184Starvation Cap Reductn 22 263 1002Spillback Cap Reductn 11 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.78 1.00 1.06


F-28



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 874 252 0 0 0 0 0 0 702 917 0Future Volume (vph) 0 874 252 0 0 0 0 0 0 702 917 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.5 5.5 5.5Lane Util. Factor 0.91 0.86 0.86Frpb, ped/bikes 0.99 1.00 1.00Flpb, ped/bikes 1.00 0.92 0.98Frt 0.97 1.00 1.00Flt Protected 1.00 0.95 0.99Satd. Flow (prot) 4303 1238 4166Flt Permitted 1.00 0.95 0.99Satd. Flow (perm) 4303 1238 4166Peak-hour factor, PHF 0.93 0.93 0.93 0.85 0.85 0.85 0.85 0.85 0.85 0.98 0.98 0.98Adj. Flow (vph) 0 940 271 0 0 0 0 0 0 716 936 0RTOR Reduction (vph) 0 26 0 0 0 0 0 0 0 20 20 0Lane Group Flow (vph) 0 1185 0 0 0 0 0 0 0 381 1231 0Confl. Peds. (#/hr) 24 43 43 24 154 67 67 154Confl. Bikes (#/hr) 2 1 2 13Heavy Vehicles (%) 2% 3% 2% 2% 2% 2% 2% 2% 2% 4% 2% 2%Bus Blockages (#/hr) 0 5 5 0 0 0 0 0 0 0 0 0Turn Type NA Perm NAProtected Phases 4 6Permitted Phases 6Actuated Green, G (s) 31.3 46.7 46.7Effective Green, g (s) 31.3 46.7 46.7Actuated g/C Ratio 0.35 0.52 0.52Clearance Time (s) 6.5 5.5 5.5Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 1496 642 2161v/s Ratio Prot c0.28v/s Ratio Perm c0.31 0.30v/c Ratio 0.79 0.59 0.57Uniform Delay, d1 26.4 15.0 14.8Progression Factor 0.34 1.98 1.93Incremental Delay, d2 2.7 2.9 0.8Delay (s) 11.6 32.7 29.4Level of Service B C CApproach Delay (s) 11.6 0.0 0.0 30.2Approach LOS B A A C


F-29



Lane Group EBL EBT NBT NBRLane Group Flow (vph) 584 1216 1532 207v/c Ratio 0.79 0.79 0.73 0.52Control Delay 19.7 16.7 27.3 22.1Queue Delay 0.3 0.3 0.4 0.0Total Delay 20.0 17.0 27.7 22.1Queue Length 50th (ft) 179 192 221 67Queue Length 95th (ft) 261 251 266 140Internal Link Dist (ft) 416 278Turn Bay Length (ft)Base Capacity (vph) 766 1586 2089 400Starvation Cap Reductn 20 61 0 0Spillback Cap Reductn 1 0 184 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.78 0.80 0.80 0.52


F-30



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 676 1052 0 0 0 0 0 1440 195 0 0 0Future Volume (vph) 676 1052 0 0 0 0 0 1440 195 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0 6.0Lane Util. Factor 0.91 0.91 0.86 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.71Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00Satd. Flow (prot) 1449 3036 5602 984Flt Permitted 0.95 1.00 1.00 1.00Satd. Flow (perm) 1449 3036 5602 984Peak-hour factor, PHF 0.96 0.96 0.96 0.85 0.85 0.85 0.94 0.94 0.94 0.85 0.85 0.85Adj. Flow (vph) 704 1096 0 0 0 0 0 1532 207 0 0 0RTOR Reduction (vph) 18 18 0 0 0 0 0 0 34 0 0 0Lane Group Flow (vph) 566 1198 0 0 0 0 0 1532 173 0 0 0Confl. Peds. (#/hr) 31 31 53 218 218 53Confl. Bikes (#/hr) 45 6Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 5% 5% 2% 2% 2%Turn Type Perm NA NA PermProtected Phases 4 2Permitted Phases 4 2Actuated Green, G (s) 44.9 44.9 33.6 33.6Effective Green, g (s) 44.9 44.9 33.6 33.6Actuated g/C Ratio 0.50 0.50 0.37 0.37Clearance Time (s) 5.5 5.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 722 1514 2091 367v/s Ratio Prot c0.27v/s Ratio Perm 0.39 0.39 0.18v/c Ratio 0.78 0.79 0.73 0.47Uniform Delay, d1 18.6 18.7 24.3 21.5Progression Factor 0.73 0.73 1.00 1.00Incremental Delay, d2 4.3 2.3 2.3 4.3Delay (s) 17.9 16.0 26.6 25.8Level of Service B B C CApproach Delay (s) 16.6 0.0 26.5 0.0Approach LOS B A C A


F-31




Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 2 33 124 109Volume Left 1 1 1 11Volume Right 1 32 5 6cSH 735 863 1466 1399Volume to Capacity 0.00 0.04 0.00 0.01Queue Length 95th (ft) 0 3 0 1Control Delay (s) 9.9 9.3 0.1 0.8Lane LOS A A A AApproach Delay (s) 9.9 9.3 0.1 0.8Approach LOS A A


F-32






F-33






F-34





F-35



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 243 100 190 237 0 0 0 0 112 924 146Future Volume (vph) 0 243 100 190 237 0 0 0 0 112 924 146Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 7.0 7.0 6.5 6.5Lane Util. Factor 0.95 0.95 1.00 0.91Frpb, ped/bikes 0.96 1.00 1.00 0.98Flpb, ped/bikes 1.00 0.97 0.79 1.00Frt 0.96 1.00 1.00 0.98Flt Protected 1.00 0.98 0.95 1.00Satd. Flow (prot) 2720 2969 1101 4409Flt Permitted 1.00 0.67 0.95 1.00Satd. Flow (perm) 2720 2025 1101 4409Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.85 0.85 0.85 0.92 0.92 0.92Adj. Flow (vph) 0 270 111 211 263 0 0 0 0 122 1004 159RTOR Reduction (vph) 0 15 0 0 0 0 0 0 0 0 19 0Lane Group Flow (vph) 0 366 0 0 474 0 0 0 0 122 1144 0Confl. Peds. (#/hr) 290 136 136 290 111 219 219 111Confl. Bikes (#/hr) 2 1 2 13Heavy Vehicles (%) 2% 13% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2%Parking (#/hr) 5 5 5Turn Type NA Perm NA Perm NAProtected Phases 4 8 6Permitted Phases 8 6Actuated Green, G (s) 33.0 33.0 49.5 49.5Effective Green, g (s) 33.0 33.0 49.5 49.5Actuated g/C Ratio 0.34 0.34 0.52 0.52Clearance Time (s) 7.0 7.0 6.5 6.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 935 696 567 2273v/s Ratio Prot 0.13 c0.26v/s Ratio Perm c0.23 0.11v/c Ratio 0.39 0.68 0.22 0.50Uniform Delay, d1 23.9 27.0 12.7 15.2Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 2.8 0.9 0.8Delay (s) 24.2 29.7 13.5 16.0Level of Service C C B BApproach Delay (s) 24.2 29.7 0.0 15.8Approach LOS C C A B


F-36




Direction, Lane # EB 1 WB 1 SB 1Volume Total 190 383 90Volume Left 47 0 29Volume Right 0 81 61cSH 1021 1700 499Volume to Capacity 0.05 0.23 0.18Queue Length 95th (ft) 4 0 16Control Delay (s) 2.5 0.0 13.8Lane LOS A BApproach Delay (s) 2.5 0.0 13.8Approach LOS B


F-37




Direction, Lane # EB 1 EB 2 WB 1 NB 1 SB 1 SB 2Volume Total 134 40 20 377 199 252Volume Left 132 0 0 125 13 0Volume Right 0 40 16 3 0 252cSH 105 464 298 677 1155 1700Volume to Capacity 1.28 0.09 0.07 0.18 0.01 0.15Queue Length 95th (ft) 229 7 5 17 1 0Control Delay (s) 256.2 13.5 18.0 5.5 0.6 0.0Lane LOS F B C A AApproach Delay (s) 200.4 18.0 5.5 0.3Approach LOS F C


F-38


August 8, 2019

APPENDIX G

INDIVIDUAL PIPELINE PEAK HOUR TRAFFIC FORECASTS

66

LEE HIGHWAY(EASTBOUND)

N FO

RT MYER DRIVE

N LYN

N STREET

KEY BOULEVARD N KEN

T STREET

N M

OO

RE STREET

N N

ASHSTREET

SITE

1

4

7

8

5

13

9

2

3

6

10

11

12

LEE HIGHWAY(WESTBOUND)

19TH STREET N

N O

AK STREET N NA

SH S

TREE

T

NORTH


Figure G-1Central Place


1

LEE

HIGHWAY(WESTBOUND)

MARRIO

T

STREET

N. N

ASH

LEE

HIGHWAY(WESTBOUND)

DRIVEWAY

2

LEE

HIGHWAY(WESTBOUND)

N. FO

RTM

YER

DRIVE

N. FO

RTM

YERLEE

HIGHWAY(WESTBOUND)

DRIVE

3

LEE

HIGHWAY(WESTBOUND)

N. LYN

N

STREET

N. LYN

NLEE

HIGHWAY(WESTBOUND)

STREET

4

LEE

HIGHWAY(EASTBOUND)

N. N

ASH

STREET

N. N

ASH

LEE

HIGHWAY(EASTBOUND)

STREET

5

N. FO

RTM

YER

DRIVE

N. FO

RTM

YER

DRIVE

LEE

HIGHWAY(EASTBOUND)

LEE

HIGHWAY(EASTBOUND)

6

LEE

HIGHWAY(EASTBOUND)

LEE

HIGHWAY(EASTBOUND)

N. LYN

N

STREET

N. LYN

N

STREET

7

DRIVEWAY

N. N

ASH

STREET

N. N

ASH

NORTHSITE

STREET

8

DRIVEWAY

N. N

ASH

STREET

N. N

ASH

STREET

SOUTHSITE

9

N. FO

RTM

YER

DRIVE

N. FO

RTM

YER

DRIVE

SITE

DRIVEWAY

11

N. N

ASH

STREET

KEY

BOULEVARDBOULEVARD

KEY

12

19THN

. NASH

KEY

BOULEVARD

STREETSTREET N

.

10

19TH

STREET N.

N. FO

RTM

YER

DRIVE

N. FO

RTM

YER19TH

STREET N.DRIVE

APARTMENT

DRIVEWAY

13

N. N

ASH

STREET

N. N

ASH

STREET

DRIVEWAY

GASSTATION

0/0

0/0

0/0

22/128

0/0

0/0

0/0

0/0

39/11

22/128

39/11

0/0

39/11

7/43

22/128

0/0

0/0

0/0

0/0

0/0

116/32

0/0

78/22

0/0

0/0

116/32

7/43

29/171

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

78/22

0/0

0/0

0/0

78/22

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

G-1

66


N FO

RT MYER DRIVE

N LYN

N STREET

KEY BOULEVARD N KEN

T STREET

N M

OO

RE STREET

N N

ASHSTREET

SITE

1

4

7

8

5

13

9

2

3

6

10

11

12


19TH STREET N

N O

AK STREET N NA

SH S

TREE

T

NORTH


Figure G-21401 Wilson Boulevard Grocery


1

LEE

HIGHWAY(WESTBOUND)

MARRIO

T

STREET

N. N

ASH

LEE

HIGHWAY(WESTBOUND)

DRIVEWAY

2

LEE

HIGHWAY(WESTBOUND)

N. FO

RTM

YER

DRIVE

N. FO

RTM

YERLEE

HIGHWAY(WESTBOUND)

DRIVE

3

LEE

HIGHWAY(WESTBOUND)

N. LYN

N

STREET

N. LYN

NLEE

HIGHWAY(WESTBOUND)

STREET

4

LEE

HIGHWAY(EASTBOUND)

N. N

ASH

STREET

N. N

ASH

LEE

HIGHWAY(EASTBOUND)

STREET

5

N. FO

RTM

YER

DRIVE

N. FO

RTM

YER

DRIVE

LEE

HIGHWAY(EASTBOUND)

LEE

HIGHWAY(EASTBOUND)

6

LEE

HIGHWAY(EASTBOUND)

LEE

HIGHWAY(EASTBOUND)

N. LYN

N

STREET

N. LYN

N

STREET

7

DRIVEWAY

N. N

ASH

STREET

N. N

ASH

NORTHSITE

STREET

8

DRIVEWAY

N. N

ASH

STREET

N. N

ASH

STREET

SOUTHSITE

9

N. FO

RTM

YER

DRIVE

N. FO

RTM

YER

DRIVE

SITE

DRIVEWAY

11

N. N

ASH

STREET

KEY

BOULEVARDBOULEVARD

KEY

12

19THN

. NASH

KEY

BOULEVARD

STREETSTREET N

.

10

19TH

STREET N.

N. FO

RTM

YER

DRIVE

N. FO

RTM

YER19TH

STREET N.DRIVE

APARTMENT

DRIVEWAY

13

N. N

ASH

STREET

N. N

ASH

STREET

DRIVEWAY

GASSTATION

0/0

0/0

0/0

0/0

23/39

0/0

28/55

10/17

10/17

13/22

0/0

0/0

13/22

17/33

0/0

23/39

0/0

14/28

28/55

32/55

0/0

0/0

10/17

0/0

0/0

14/28

9/11

6/17

6/11

9/17

0/0

55/94

0/0

0/0

0/0

0/0

0/0

42/83

0/0

0/0

0/0

0/0

55/94

0/0

0/0

0/0

0/0

42/83

0/0

10/17

0/0

10/17

0/0

0/0

0/0

0/0

0/0

14/28

55/94

0/0

0/0

74/127

53/104

42/83

10/17

0/0

0/0

0/0

0/0

0/0

0/0

0/0

64/110

39/76

0/0

14/28

G-2

66


N FO

RT MYER DRIVE

N LYN

N STREET

KEY BOULEVARD N KEN

T STREET

N M

OO

RE STREET

N N

ASHSTREET

SITE

1

4

7

8

5

13

9

2

3

6

10

11

12


19TH STREET N

N O

AK STREET N NA

SH S

TREE

T

NORTH


Figure G-31401 Wilson Boulevard Residential


1

LEE

HIGHWAY(WESTBOUND)

MARRIO

T

STREET

N. N

ASH

LEE

HIGHWAY(WESTBOUND)

DRIVEWAY

2

LEE

HIGHWAY(WESTBOUND)

N. FO

RTM

YER

DRIVE

N. FO

RTM

YERLEE

HIGHWAY(WESTBOUND)

DRIVE

3

LEE

HIGHWAY(WESTBOUND)

N. LYN

N

STREET

N. LYN

NLEE

HIGHWAY(WESTBOUND)

STREET

4

LEE

HIGHWAY(EASTBOUND)

N. N

ASH

STREET

N. N

ASH

LEE

HIGHWAY(EASTBOUND)

STREET

5

N. FO

RTM

YER

DRIVE

N. FO

RTM

YER

DRIVE

LEE

HIGHWAY(EASTBOUND)

LEE

HIGHWAY(EASTBOUND)

6

LEE

HIGHWAY(EASTBOUND)

LEE

HIGHWAY(EASTBOUND)

N. LYN

N

STREET

N. LYN

N

STREET

7

DRIVEWAY

N. N

ASH

STREET

N. N

ASH

NORTHSITE

STREET

8

DRIVEWAY

N. N

ASH

STREET

N. N

ASH

STREET

SOUTHSITE

9

N. FO

RTM

YER

DRIVE

N. FO

RTM

YER

DRIVE

SITE

DRIVEWAY

11

N. N

ASH

STREET

KEY

BOULEVARDBOULEVARD

KEY

12

19THN

. NASH

KEY

BOULEVARD

STREETSTREET N

.

10

19TH

STREET N.

N. FO

RTM

YER

DRIVE

N. FO

RTM

YER19TH

STREET N.DRIVE

APARTMENT

DRIVEWAY

13

N. N

ASH

STREET

N. N

ASH

STREET

DRIVEWAY

GASSTATION

0/0

0/0

0/0

0/0

0/0

0/0

14/4

1/3

1/3

1/4

0/0

0/0

1/4

8/2

0/0

2/7

0/0

7/2

14/4

2/10

0/0

0/0

1/3

0/0

0/0

7/2

3/1

4/1

3/1

4/1

0/0

4/17

0/0

0/0

0/0

0/0

0/0

21/6

0/0

0/0

0/0

0/0

4/17

0/0

0/0

0/0

0/0

21/6

0/0

1/3

0/0

1/3

0/0

0/0

0/0

0/0

0/0

7/2

0/0

4/17

21/6

0/0

0/0

0/0

0/0

1/3

0/0

0/0

0/0

0/0

0/0

7/2

21/6

4/17

0/0

0/0

G-3

66


N FO

RT MYER DRIVE

N LYN

N STREET

KEY BOULEVARD N KEN

T STREET

N M

OO

RE STREET

N N

ASHSTREET

SITE

1

4

7

8

5

13

9

2

3

6

10

11

12


19TH STREET N

N O

AK STREET N NA

SH S

TREE

T

NORTH


Figure G-41411 Key Boulevard


1

LEE

HIGHWAY(WESTBOUND)

MARRIO

T

STREET

N. N

ASH

LEE

HIGHWAY(WESTBOUND)

DRIVEWAY

2

LEE

HIGHWAY(WESTBOUND)

N. FO

RTM

YER

DRIVE

N. FO

RTM

YERLEE

HIGHWAY(WESTBOUND)

DRIVE

3

LEE

HIGHWAY(WESTBOUND)

N. LYN

N

STREET

N. LYN

NLEE

HIGHWAY(WESTBOUND)

STREET

4

LEE

HIGHWAY(EASTBOUND)

N. N

ASH

STREET

N. N

ASH

LEE

HIGHWAY(EASTBOUND)

STREET

5

N. FO

RTM

YER

DRIVE

N. FO

RTM

YER

DRIVE

LEE

HIGHWAY(EASTBOUND)

LEE

HIGHWAY(EASTBOUND)

6

LEE

HIGHWAY(EASTBOUND)

LEE

HIGHWAY(EASTBOUND)

N. LYN

N

STREET

N. LYN

N

STREET

7

DRIVEWAY

N. N

ASH

STREET

N. N

ASH

NORTHSITE

STREET

8

DRIVEWAY

N. N

ASH

STREET

N. N

ASH

STREET

SOUTHSITE

9

N. FO

RTM

YER

DRIVE

N. FO

RTM

YER

DRIVE

SITE

DRIVEWAY

11

N. N

ASH

STREET

KEY

BOULEVARDBOULEVARD

KEY

12

19THN

. NASH

KEY

BOULEVARD

STREETSTREET N

.

10

19TH

STREET N.

N. FO

RTM

YER

DRIVE

N. FO

RTM

YER19TH

STREET N.DRIVE

APARTMENT

DRIVEWAY

13

N. N

ASH

STREET

N. N

ASH

STREET

DRIVEWAY

GASSTATION

0/0

0/0

0/0

0/0

0/4

0/0

2/1

0/2

0/0

0/2

0/0

0/0

0/2

2/0

0/0

0/4

0/0

4/0

2/1

0/2

0/0

0/0

0/0

0/0

0/0

4/0

0/0

0/0

2/0

2/0

0/0

0/6

0/0

0/0

0/0

0/0

0/0

6/1

0/0

0/0

0/0

0/0

0/6

0/0

0/0

0/0

0/0

6/1

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

2/0

0/0

0/0

0/0

0/0

0/2

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

G-4

66


N FO

RT MYER DRIVE

N LYN

N STREET

KEY BOULEVARD N KEN

T STREET

N M

OO

RE STREET

N N

ASHSTREET

SITE

1

4

7

8

5

13

9

2

3

6

10

11

12


19TH STREET N

N O

AK STREET N NA

SH S

TREE

T

NORTH


Figure G-51812 N Moore Street


1

LEE

HIGHWAY(WESTBOUND)

MARRIO

T

STREET

N. N

ASH

LEE

HIGHWAY(WESTBOUND)

DRIVEWAY

2

LEE

HIGHWAY(WESTBOUND)

N. FO

RTM

YER

DRIVE

N. FO

RTM

YERLEE

HIGHWAY(WESTBOUND)

DRIVE

3

LEE

HIGHWAY(WESTBOUND)

N. LYN

N

STREET

N. LYN

NLEE

HIGHWAY(WESTBOUND)

STREET

4

LEE

HIGHWAY(EASTBOUND)

N. N

ASH

STREET

N. N

ASH

LEE

HIGHWAY(EASTBOUND)

STREET

5

N. FO

RTM

YER

DRIVE

N. FO

RTM

YER

DRIVE

LEE

HIGHWAY(EASTBOUND)

LEE

HIGHWAY(EASTBOUND)

6

LEE

HIGHWAY(EASTBOUND)

LEE

HIGHWAY(EASTBOUND)

N. LYN

N

STREET

N. LYN

N

STREET

7

DRIVEWAY

N. N

ASH

STREET

N. N

ASH

NORTHSITE

STREET

8

DRIVEWAY

N. N

ASH

STREET

N. N

ASH

STREET

SOUTHSITE

9

N. FO

RTM

YER

DRIVE

N. FO

RTM

YER

DRIVE

SITE

DRIVEWAY

11

N. N

ASH

STREET

KEY

BOULEVARDBOULEVARD

KEY

12

19THN

. NASH

KEY

BOULEVARD

STREETSTREET N

.

10

19TH

STREET N.

N. FO

RTM

YER

DRIVE

N. FO

RTM

YER19TH

STREET N.DRIVE

APARTMENT

DRIVEWAY

13

N. N

ASH

STREET

N. N

ASH

STREET

DRIVEWAY

GASSTATION

0/0

0/0

0/0

22/128

0/0

0/0

0/0

0/0

39/11

22/128

39/11

0/0

39/11

7/43

22/128

0/0

0/0

0/0

0/0

0/0

116/32

0/0

78/22

0/0

116/32

0/0

7/43

29/171

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

194/54

0/0

0/0

194/54

0/0

0/0

0/0

39/11

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

0/0

39/11

0/0

0/0

0/0

0/0

G-5


August 8, 2019

APPENDIX H FUTURE (2023) WITHOUT DEVELOPMENT LEVEL OF SERVICE AND

QUEUE SYNCHRO WORKSHEETS


Future 2023 AM without Development Synchro 10 ReportW+A Page 1



H-1





H-2





H-3



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 187 269 0 0 0 0 0 1051 258Future Volume (vph) 0 0 0 187 269 0 0 0 0 0 1051 258Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0Lane Util. Factor 1.00 0.95 0.91Frpb, ped/bikes 1.00 1.00 0.96Flpb, ped/bikes 0.96 1.00 1.00Frt 1.00 1.00 0.97Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1385 2981 4282Flt Permitted 0.95 1.00 1.00Satd. Flow (perm) 1385 2981 4282Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.97 0.97 0.97Adj. Flow (vph) 0 0 0 203 292 0 0 0 0 0 1084 266RTOR Reduction (vph) 0 0 0 50 0 0 0 0 0 0 36 0Lane Group Flow (vph) 0 0 0 153 292 0 0 0 0 0 1314 0Confl. Peds. (#/hr) 48 31 31 48 167 33 33 167Confl. Bikes (#/hr) 157 9 1 25Heavy Vehicles (%) 2% 2% 2% 13% 9% 2% 2% 2% 2% 2% 2% 2%Turn Type Perm NA NAProtected Phases 4 2Permitted Phases 4Actuated Green, G (s) 20.6 20.6 57.9Effective Green, g (s) 20.6 20.6 57.9Actuated g/C Ratio 0.23 0.23 0.64Clearance Time (s) 5.5 5.5 6.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 317 682 2754v/s Ratio Prot 0.10 c0.31v/s Ratio Perm c0.11v/c Ratio 0.48 0.43 0.48Uniform Delay, d1 30.1 29.7 8.3Progression Factor 0.70 0.78 1.00Incremental Delay, d2 1.1 0.4 0.6Delay (s) 22.2 23.5 8.9Level of Service C C AApproach Delay (s) 0.0 23.0 0.0 8.9Approach LOS A C A A


H-4





H-5



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 0 278 436 178 2405 0 0 0 0Future Volume (vph) 0 0 0 0 278 436 178 2405 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0 6.0Lane Util. Factor 0.91 0.91 1.00 0.86Frpb, ped/bikes 0.98 0.95 1.00 1.00Flpb, ped/bikes 1.00 1.00 0.96 1.00Frt 0.93 0.85 1.00 1.00Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 2727 1228 1454 5767Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 2727 1228 1454 5767Peak-hour factor, PHF 0.92 0.92 0.92 0.94 0.94 0.94 0.96 0.96 0.96 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 296 464 185 2505 0 0 0 0RTOR Reduction (vph) 0 0 0 0 1 27 72 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 522 210 113 2505 0 0 0 0Confl. Peds. (#/hr) 25 24 24 25 28 104 104 28Confl. Bikes (#/hr) 78 5 10 13Heavy Vehicles (%) 2% 2% 2% 2% 6% 2% 7% 2% 2% 2% 2% 2%Turn Type NA Perm Perm NAProtected Phases 4 1Permitted Phases 4 1Actuated Green, G (s) 23.3 23.3 55.2 55.2Effective Green, g (s) 23.3 23.3 55.2 55.2Actuated g/C Ratio 0.26 0.26 0.61 0.61Clearance Time (s) 5.5 5.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 705 317 891 3537v/s Ratio Prot c0.19 c0.43v/s Ratio Perm 0.17 0.08v/c Ratio 0.74 0.66 0.13 0.71Uniform Delay, d1 30.6 29.8 7.3 11.9Progression Factor 1.00 1.00 0.03 0.73Incremental Delay, d2 4.2 5.2 0.1 0.4Delay (s) 34.8 35.0 0.3 9.1Level of Service C C A AApproach Delay (s) 0.0 34.8 8.5 0.0Approach LOS A C A A


H-6



Lane Group EBT NBT SBL SBTLane Group Flow (vph) 2643 242 87 54v/c Ratio 1.05 0.60 0.32 0.11Control Delay 52.6 33.7 31.0 25.5Queue Delay 22.9 0.0 1.0 0.0Total Delay 75.5 33.7 32.0 25.5Queue Length 50th (ft) ~604 115 47 28Queue Length 95th (ft) #701 196 93 60Internal Link Dist (ft) 645 157 147Turn Bay Length (ft)Base Capacity (vph) 2527 403 272 512Starvation Cap Reductn 0 0 67 0Spillback Cap Reductn 366 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 1.22 0.60 0.42 0.11

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.

H-7



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 17 2323 92 0 0 0 0 80 143 80 50 0Future Volume (vph) 17 2323 92 0 0 0 0 80 143 80 50 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.5 6.5 6.5Lane Util. Factor 0.91 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.98 1.00 1.00Flpb, ped/bikes 1.00 1.00 0.99 1.00Frt 0.99 0.91 1.00 1.00Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 4541 1314 1575 1676Flt Permitted 1.00 1.00 0.54 1.00Satd. Flow (perm) 4541 1314 891 1676Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 18 2525 100 0 0 0 0 87 155 87 54 0RTOR Reduction (vph) 0 4 0 0 0 0 0 1 0 0 0 0Lane Group Flow (vph) 0 2639 0 0 0 0 0 241 0 87 54 0Confl. Peds. (#/hr) 2 14 14 2 2 15 15 2Confl. Bikes (#/hr) 2 3 3Parking (#/hr) 5 5 5Turn Type Perm NA NA Perm NAProtected Phases 4 2 6Permitted Phases 4 6Actuated Green, G (s) 50.0 27.5 27.5 27.5Effective Green, g (s) 50.0 27.5 27.5 27.5Actuated g/C Ratio 0.56 0.31 0.31 0.31Clearance Time (s) 6.0 6.5 6.5 6.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2522 401 272 512v/s Ratio Prot c0.18 0.03v/s Ratio Perm 0.58 0.10v/c Ratio 1.05 0.60 0.32 0.11Uniform Delay, d1 20.0 26.6 24.1 22.4Progression Factor 1.00 1.00 1.11 1.10Incremental Delay, d2 31.5 6.5 3.1 0.4Delay (s) 51.5 33.1 29.9 25.1Level of Service D C C CApproach Delay (s) 51.5 0.0 33.1 28.0Approach LOS D A C C

Intersection SummaryHCM 2000 Control Delay 48.9 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.89Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 96.4% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

H-8





H-9



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 2050 499 0 0 0 0 0 0 371 866 0Future Volume (vph) 0 2050 499 0 0 0 0 0 0 371 866 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 6.5 6.5Lane Util. Factor 0.91 0.86 0.86Frpb, ped/bikes 0.96 1.00 1.00Flpb, ped/bikes 1.00 0.87 0.99Frt 0.97 1.00 1.00Flt Protected 1.00 0.95 1.00Satd. Flow (prot) 4162 1111 4169Flt Permitted 1.00 0.95 1.00Satd. Flow (perm) 4162 1111 4169Peak-hour factor, PHF 0.93 0.93 0.93 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 2204 537 0 0 0 0 0 0 403 941 0RTOR Reduction (vph) 0 3 0 0 0 0 0 0 0 21 21 0Lane Group Flow (vph) 0 2738 0 0 0 0 0 0 0 305 997 0Confl. Peds. (#/hr) 35 167 167 35 112 123 123 112Confl. Bikes (#/hr) 2 1 2 22Heavy Vehicles (%) 2% 3% 5% 2% 2% 2% 2% 2% 2% 9% 4% 2%Bus Blockages (#/hr) 0 8 8 0 0 0 0 0 0 0 0 0Turn Type NA Perm NAProtected Phases 4 2Permitted Phases 2Actuated Green, G (s) 50.5 27.5 27.5Effective Green, g (s) 50.5 27.5 27.5Actuated g/C Ratio 0.56 0.31 0.31Clearance Time (s) 5.5 6.5 6.5Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 2335 339 1273v/s Ratio Prot c0.66v/s Ratio Perm c0.27 0.24v/c Ratio 1.17 0.90 0.78Uniform Delay, d1 19.8 29.9 28.5Progression Factor 0.63 1.09 1.09Incremental Delay, d2 78.9 27.1 4.4Delay (s) 91.4 59.9 35.6Level of Service F E DApproach Delay (s) 91.4 0.0 0.0 41.5Approach LOS F A A D

Intersection SummaryHCM 2000 Control Delay 75.0 HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.08Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 88.7% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

H-10





H-11





H-12




Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 7 11 231 155Volume Left 7 0 0 9Volume Right 0 11 7 1cSH 535 783 1426 1299Volume to Capacity 0.01 0.01 0.00 0.01Queue Length 95th (ft) 1 1 0 1Control Delay (s) 11.8 9.7 0.0 0.5Lane LOS B A AApproach Delay (s) 11.8 9.7 0.0 0.5Approach LOS B A


H-13






H-14






H-15





H-16



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 253 159 98 108 0 0 0 0 308 849 219Future Volume (vph) 0 253 159 98 108 0 0 0 0 308 849 219Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 7.0 7.0 6.5 6.5Lane Util. Factor 0.95 0.95 1.00 0.91Frpb, ped/bikes 0.98 1.00 1.00 0.98Flpb, ped/bikes 1.00 0.99 0.70 1.00Frt 0.94 1.00 1.00 0.97Flt Protected 1.00 0.98 0.95 1.00Satd. Flow (prot) 2612 3032 980 4326Flt Permitted 1.00 0.63 0.95 1.00Satd. Flow (perm) 2612 1944 980 4326Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.96 0.96 0.96Adj. Flow (vph) 0 275 173 107 117 0 0 0 0 321 884 228RTOR Reduction (vph) 0 55 0 0 0 0 0 0 0 0 45 0Lane Group Flow (vph) 0 393 0 0 224 0 0 0 0 321 1067 0Confl. Peds. (#/hr) 250 51 51 250 70 309 309 70Confl. Bikes (#/hr) 1 1 17Heavy Vehicles (%) 2% 15% 14% 4% 3% 7% 2% 2% 2% 2% 3% 2%Parking (#/hr) 5 5 5Turn Type NA Perm NA Perm NAProtected Phases 4 8 6Permitted Phases 8 6Actuated Green, G (s) 32.0 32.0 50.5 50.5Effective Green, g (s) 32.0 32.0 50.5 50.5Actuated g/C Ratio 0.33 0.33 0.53 0.53Clearance Time (s) 7.0 7.0 6.5 6.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 870 648 515 2275v/s Ratio Prot c0.15 0.25v/s Ratio Perm 0.12 c0.33v/c Ratio 0.45 0.35 0.62 0.47Uniform Delay, d1 25.1 24.1 16.0 14.3Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 0.3 5.6 0.7Delay (s) 25.5 24.4 21.6 15.0Level of Service C C C BApproach Delay (s) 25.5 24.4 0.0 16.5Approach LOS C C A B

Intersection SummaryHCM 2000 Control Delay 19.3 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.56Actuated Cycle Length (s) 96.0 Sum of lost time (s) 13.5Intersection Capacity Utilization 93.3% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

H-17




Direction, Lane # EB 1 WB 1 SB 1Volume Total 410 276 147Volume Left 134 0 49Volume Right 0 78 98cSH 1176 1700 472Volume to Capacity 0.11 0.16 0.31Queue Length 95th (ft) 10 0 33Control Delay (s) 3.5 0.0 16.0Lane LOS A CApproach Delay (s) 3.5 0.0 16.0Approach LOS C

Intersection SummaryAverage Delay 4.6Intersection Capacity Utilization 58.7% ICU Level of Service BAnalysis Period (min) 15

H-18




Direction, Lane # EB 1 EB 2 WB 1 NB 1 SB 1 SB 2Volume Total 175 150 13 418 229 127Volume Left 172 0 1 150 3 0Volume Right 0 150 12 4 0 127cSH 141 549 522 828 1238 1700Volume to Capacity 1.24 0.27 0.02 0.18 0.00 0.07Queue Length 95th (ft) 262 28 2 16 0 0Control Delay (s) 214.3 14.0 12.1 5.1 0.1 0.0Lane LOS F B B A AApproach Delay (s) 121.9 12.1 5.1 0.1Approach LOS F B


H-19


Future 2023 PM without Development Synchro 10 ReportW+A Page 1

Lane Group WBL WBT NBT SBTLane Group Flow (vph) 101 1336 165 42v/c Ratio 0.12 0.81 0.34 0.07Control Delay 20.9 35.7 26.2 20.7Queue Delay 0.0 2.6 2.3 0.0Total Delay 20.9 38.2 28.5 20.7Queue Length 50th (ft) 45 400 81 15Queue Length 95th (ft) m49 m403 145 39Internal Link Dist (ft) 449 147 46Turn Bay Length (ft) 130Base Capacity (vph) 885 1738 488 575Starvation Cap Reductn 0 277 213 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.11 0.91 0.60 0.07


H-20



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 94 1233 9 92 60 0 0 36 3Future Volume (vph) 0 0 0 94 1233 9 92 60 0 0 36 3Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 6.5Lane Util. Factor 1.00 0.95 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.99Flt Protected 0.95 1.00 0.97 1.00Satd. Flow (prot) 1593 3129 1627 1658Flt Permitted 0.95 1.00 0.80 1.00Satd. Flow (perm) 1593 3129 1347 1658Peak-hour factor, PHF 0.92 0.92 0.92 0.93 0.93 0.93 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 101 1326 10 100 65 0 0 39 3RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 2 0Lane Group Flow (vph) 0 0 0 101 1336 0 0 165 0 0 40 0Confl. Peds. (#/hr) 111 111 59 59Confl. Bikes (#/hr) 38 135 14Bus Blockages (#/hr) 0 0 0 0 7 7 0 0 0 0 0 0Turn Type Perm NA Perm NA NAProtected Phases 8 2 6Permitted Phases 8 2Actuated Green, G (s) 47.3 47.3 32.7 31.2Effective Green, g (s) 47.3 47.3 32.7 31.2Actuated g/C Ratio 0.53 0.53 0.36 0.35Clearance Time (s) 5.0 5.0 5.0 6.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 837 1644 489 574v/s Ratio Prot c0.43 0.02v/s Ratio Perm 0.06 c0.12v/c Ratio 0.12 0.81 0.34 0.07Uniform Delay, d1 10.8 17.7 20.8 19.7Progression Factor 2.05 1.91 1.08 1.00Incremental Delay, d2 0.0 1.4 1.7 0.2Delay (s) 22.2 35.2 24.2 19.9Level of Service C D C BApproach Delay (s) 0.0 34.3 24.2 19.9Approach LOS A C C B

Intersection SummaryHCM 2000 Control Delay 32.9 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.63Actuated Cycle Length (s) 90.0 Sum of lost time (s) 11.5Intersection Capacity Utilization 62.4% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

H-21



Lane Group WBL WBT SBTLane Group Flow (vph) 161 971 2030v/c Ratio 0.34 1.01 0.82Control Delay 21.2 59.4 19.4Queue Delay 0.2 33.1 47.0Total Delay 21.4 92.6 66.4Queue Length 50th (ft) 57 ~288 318Queue Length 95th (ft) m109 #433 389Internal Link Dist (ft) 259 217Turn Bay Length (ft)Base Capacity (vph) 471 963 2468Starvation Cap Reductn 0 102 0Spillback Cap Reductn 54 0 633Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.39 1.13 1.11


H-22



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 150 903 0 0 0 0 0 1574 335Future Volume (vph) 0 0 0 150 903 0 0 0 0 0 1574 335Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0Lane Util. Factor 1.00 0.95 0.91Frpb, ped/bikes 1.00 1.00 0.98Flpb, ped/bikes 0.95 1.00 1.00Frt 1.00 1.00 0.97Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1462 3154 4350Flt Permitted 0.95 1.00 1.00Satd. Flow (perm) 1462 3154 4350Peak-hour factor, PHF 0.92 0.92 0.92 0.93 0.93 0.93 0.92 0.92 0.92 0.94 0.94 0.94Adj. Flow (vph) 0 0 0 161 971 0 0 0 0 0 1674 356RTOR Reduction (vph) 0 0 0 25 0 0 0 0 0 0 3 0Lane Group Flow (vph) 0 0 0 136 971 0 0 0 0 0 2027 0Confl. Peds. (#/hr) 75 39 39 75 123 15 15 123Confl. Bikes (#/hr) 42 90 2 12Heavy Vehicles (%) 2% 2% 2% 6% 3% 2% 2% 2% 2% 2% 2% 2%Turn Type Perm NA NAProtected Phases 8 6Permitted Phases 8Actuated Green, G (s) 27.5 27.5 51.0Effective Green, g (s) 27.5 27.5 51.0Actuated g/C Ratio 0.31 0.31 0.57Clearance Time (s) 5.5 5.5 6.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 446 963 2465v/s Ratio Prot c0.31 c0.47v/s Ratio Perm 0.09v/c Ratio 0.30 1.01 0.82Uniform Delay, d1 23.9 31.2 15.8Progression Factor 1.03 0.97 1.00Incremental Delay, d2 0.3 27.8 3.2Delay (s) 25.0 58.1 19.1Level of Service C E BApproach Delay (s) 0.0 53.4 0.0 19.1Approach LOS A D A B

Intersection SummaryHCM 2000 Control Delay 31.3 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.89Actuated Cycle Length (s) 90.0 Sum of lost time (s) 11.5Intersection Capacity Utilization 113.8% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

H-23





H-24



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 0 492 348 562 1985 0 0 0 0Future Volume (vph) 0 0 0 0 492 348 562 1985 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0 6.0Lane Util. Factor 0.91 0.91 1.00 0.86Frpb, ped/bikes 0.97 0.82 1.00 1.00Flpb, ped/bikes 1.00 1.00 0.94 1.00Frt 0.98 0.85 1.00 1.00Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 2890 1059 1423 5767Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 2890 1059 1423 5767Peak-hour factor, PHF 0.92 0.92 0.92 0.94 0.94 0.94 0.93 0.93 0.93 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 523 370 604 2134 0 0 0 0RTOR Reduction (vph) 0 0 0 0 0 25 72 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 623 245 532 2134 0 0 0 0Confl. Peds. (#/hr) 83 33 33 83 42 226 226 42Confl. Bikes (#/hr) 10 89 14 3Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 7% 2% 2% 2% 2% 2%Turn Type NA Perm Perm NAProtected Phases 8 2Permitted Phases 8 2Actuated Green, G (s) 28.4 28.4 50.1 50.1Effective Green, g (s) 28.4 28.4 50.1 50.1Actuated g/C Ratio 0.32 0.32 0.56 0.56Clearance Time (s) 5.5 5.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 911 334 792 3210v/s Ratio Prot 0.22 0.37v/s Ratio Perm c0.23 c0.37v/c Ratio 0.68 0.73 0.67 0.66Uniform Delay, d1 26.9 27.4 14.1 14.0Progression Factor 1.00 1.00 0.45 0.54Incremental Delay, d2 2.1 8.1 2.0 0.5Delay (s) 29.0 35.6 8.3 8.0Level of Service C D A AApproach Delay (s) 0.0 31.0 8.1 0.0Approach LOS A C A A

Intersection SummaryHCM 2000 Control Delay 13.7 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.69Actuated Cycle Length (s) 90.0 Sum of lost time (s) 11.5Intersection Capacity Utilization 101.0% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

H-25





H-26



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 52 1033 132 0 0 0 0 101 123 92 83 0Future Volume (vph) 52 1033 132 0 0 0 0 101 123 92 83 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.5 6.5 6.5Lane Util. Factor 0.91 1.00 1.00 1.00Frpb, ped/bikes 0.99 0.98 1.00 1.00Flpb, ped/bikes 1.00 1.00 0.98 1.00Frt 0.98 0.93 1.00 1.00Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 4463 1325 1557 1676Flt Permitted 1.00 1.00 0.59 1.00Satd. Flow (perm) 4463 1325 970 1676Peak-hour factor, PHF 0.95 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 55 1087 139 0 0 0 0 110 134 100 90 0RTOR Reduction (vph) 0 21 0 0 0 0 0 29 0 0 0 0Lane Group Flow (vph) 0 1260 0 0 0 0 0 215 0 100 90 0Confl. Peds. (#/hr) 10 16 16 10 10 30 30 10Confl. Bikes (#/hr) 1 1 1 4Parking (#/hr) 5 5 5Turn Type Perm NA NA Perm NAProtected Phases 4 2 6Permitted Phases 4 6Actuated Green, G (s) 35.7 41.8 41.8 41.8Effective Green, g (s) 35.7 41.8 41.8 41.8Actuated g/C Ratio 0.40 0.46 0.46 0.46Clearance Time (s) 6.0 6.5 6.5 6.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1770 615 450 778v/s Ratio Prot c0.16 0.05v/s Ratio Perm 0.28 0.10v/c Ratio 0.71 0.35 0.22 0.12Uniform Delay, d1 22.8 15.4 14.4 13.6Progression Factor 1.00 1.00 1.01 0.99Incremental Delay, d2 1.4 1.6 1.1 0.3Delay (s) 24.2 17.0 15.6 13.8Level of Service C B B BApproach Delay (s) 24.2 0.0 17.0 14.8Approach LOS C A B B


H-27



Lane Group EBT SBL SBTLane Group Flow (vph) 1342 422 1318v/c Ratio 0.86 0.65 0.61Control Delay 18.1 31.8 29.3Queue Delay 0.4 43.8 49.2Total Delay 18.6 75.5 78.5Queue Length 50th (ft) 70 284 302Queue Length 95th (ft) 164 m356 352Internal Link Dist (ft) 254 220Turn Bay Length (ft)Base Capacity (vph) 1570 651 2153Starvation Cap Reductn 38 256 981Spillback Cap Reductn 20 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.88 1.07 1.12


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Intersection SummaryHCM 2000 Control Delay 24.5 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.73Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 80.6% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

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Lane Group EBL EBT NBT NBRLane Group Flow (vph) 608 1269 1953 317v/c Ratio 0.81 0.82 0.95 0.81Control Delay 20.4 17.1 39.8 40.6Queue Delay 0.5 0.4 20.4 0.0Total Delay 20.8 17.5 60.1 40.6Queue Length 50th (ft) 176 191 314 141Queue Length 95th (ft) m260 264 #408 #296Internal Link Dist (ft) 416 278Turn Bay Length (ft)Base Capacity (vph) 766 1586 2058 391Starvation Cap Reductn 21 64 0 0Spillback Cap Reductn 1 0 184 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.82 0.83 1.04 0.81


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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 711 1091 0 0 0 0 0 1836 298 0 0 0Future Volume (vph) 711 1091 0 0 0 0 0 1836 298 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0 6.0Lane Util. Factor 0.91 0.91 0.86 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.71Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 0.95 0.99 1.00 1.00Satd. Flow (prot) 1449 3035 5602 984Flt Permitted 0.95 0.99 1.00 1.00Satd. Flow (perm) 1449 3035 5602 984Peak-hour factor, PHF 0.96 0.96 0.96 0.92 0.92 0.92 0.94 0.94 0.94 0.92 0.92 0.92Adj. Flow (vph) 741 1136 0 0 0 0 0 1953 317 0 0 0RTOR Reduction (vph) 18 18 0 0 0 0 0 0 30 0 0 0Lane Group Flow (vph) 590 1251 0 0 0 0 0 1953 287 0 0 0Confl. Peds. (#/hr) 31 31 53 218 218 53Confl. Bikes (#/hr) 45 6Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 5% 5% 2% 2% 2%Turn Type Perm NA NA PermProtected Phases 4 2Permitted Phases 4 2Actuated Green, G (s) 45.4 45.4 33.1 33.1Effective Green, g (s) 45.4 45.4 33.1 33.1Actuated g/C Ratio 0.50 0.50 0.37 0.37Clearance Time (s) 5.5 5.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 730 1530 2060 361v/s Ratio Prot c0.35v/s Ratio Perm 0.41 0.41 0.29v/c Ratio 0.81 0.82 0.95 0.79Uniform Delay, d1 18.7 18.8 27.6 25.4Progression Factor 0.74 0.74 1.00 1.00Incremental Delay, d2 4.6 2.5 10.9 16.3Delay (s) 18.4 16.4 38.5 41.7Level of Service B B D DApproach Delay (s) 17.0 0.0 39.0 0.0Approach LOS B A D A


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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 1 0 1 1 0 27 1 196 4 10 199 5Future Volume (Veh/h) 1 0 1 1 0 27 1 196 4 10 199 5Sign Control Stop Stop Free FreeGrade 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 0.92Hourly flow rate (vph) 1 0 1 1 0 29 1 213 4 11 216 5Pedestrians 11 25 8 4Lane Width (ft) 12.0 12.0 12.0 12.0Walking Speed (ft/s) 3.5 3.5 3.5 3.5Percent Blockage 1 2 1 0Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 237pX, platoon unblocked 0.99 0.99 0.99 0.99 0.99 0.99vC, conflicting volume 502 496 238 492 496 244 232 242vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 490 484 223 480 485 244 218 242tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 100 100 100 100 100 96 100 99cM capacity (veh/h) 443 457 793 459 456 773 1323 1293

Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 2 30 218 232Volume Left 1 1 1 11Volume Right 1 29 4 5cSH 569 756 1323 1293Volume to Capacity 0.00 0.04 0.00 0.01Queue Length 95th (ft) 0 3 0 1Control Delay (s) 11.4 10.0 0.0 0.4Lane LOS B A A AApproach Delay (s) 11.4 10.0 0.0 0.4Approach LOS B A


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Direction, Lane # WB 1 NB 1 SB 1Volume Total 2 218 218Volume Left 1 0 1Volume Right 1 1 0cSH 678 1700 1352Volume to Capacity 0.00 0.13 0.00Queue Length 95th (ft) 0 0 0Control Delay (s) 10.3 0.0 0.0Lane LOS B AApproach Delay (s) 10.3 0.0 0.0Approach LOS B


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Direction, Lane # EB 1 WB 1 SB 1Volume Total 387 508 207Volume Left 137 0 47Volume Right 0 84 160cSH 918 1700 367Volume to Capacity 0.15 0.30 0.56Queue Length 95th (ft) 13 0 83Control Delay (s) 4.5 0.0 26.8Lane LOS A DApproach Delay (s) 4.5 0.0 26.8Approach LOS D

Intersection SummaryAverage Delay 6.6Intersection Capacity Utilization 72.9% ICU Level of Service CAnalysis Period (min) 15

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Direction, Lane # EB 1 EB 2 WB 1 NB 1 SB 1 SB 2Volume Total 157 139 18 506 191 257Volume Left 155 0 0 248 12 0Volume Right 0 139 15 3 0 257cSH 60 468 221 678 1149 1700Volume to Capacity 2.63 0.30 0.08 0.37 0.01 0.15Queue Length 95th (ft) 397 31 7 42 1 0Control Delay (s) 886.0 15.9 22.7 9.5 0.6 0.0Lane LOS F C C A AApproach Delay (s) 477.4 22.7 9.5 0.3Approach LOS F C


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August 8, 2019

APPENDIX I FUTURE (2023) WITH DEVELOPMENT LEVEL OF SERVICE AND QUEUE

SYNCHRO WORKSHEETS


Future 2023 AM with Development Synchro 10 ReportW+A Page 1



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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 0 300 436 219 2441 0 0 0 0Future Volume (vph) 0 0 0 0 300 436 219 2441 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0 6.0Lane Util. Factor 0.91 0.91 1.00 0.86Frpb, ped/bikes 0.98 0.95 1.00 1.00Flpb, ped/bikes 1.00 1.00 0.96 1.00Frt 0.94 0.85 1.00 1.00Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 2740 1228 1454 5767Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 2740 1228 1454 5767Peak-hour factor, PHF 0.92 0.92 0.92 0.94 0.94 0.94 0.96 0.96 0.96 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 319 464 228 2543 0 0 0 0RTOR Reduction (vph) 0 0 0 0 1 27 89 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 536 219 139 2543 0 0 0 0Confl. Peds. (#/hr) 25 24 24 25 28 104 104 28Confl. Bikes (#/hr) 78 5 10 13Heavy Vehicles (%) 2% 2% 2% 2% 6% 2% 7% 2% 2% 2% 2% 2%Turn Type NA Perm Perm NAProtected Phases 4 1Permitted Phases 4 1Actuated Green, G (s) 23.7 23.7 54.8 54.8Effective Green, g (s) 23.7 23.7 54.8 54.8Actuated g/C Ratio 0.26 0.26 0.61 0.61Clearance Time (s) 5.5 5.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 721 323 885 3511v/s Ratio Prot c0.20 c0.44v/s Ratio Perm 0.18 0.10v/c Ratio 0.74 0.68 0.16 0.72Uniform Delay, d1 30.4 29.7 7.6 12.3Progression Factor 1.00 1.00 0.04 0.74Incremental Delay, d2 4.2 5.6 0.1 0.4Delay (s) 34.5 35.3 0.4 9.5Level of Service C D A AApproach Delay (s) 0.0 34.8 8.8 0.0Approach LOS A C A A


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Lane Group EBT NBT SBL SBTLane Group Flow (vph) 2662 288 87 70v/c Ratio 1.05 0.72 0.37 0.14Control Delay 55.3 39.3 33.0 25.9Queue Delay 19.9 0.0 0.7 0.0Total Delay 75.2 39.3 33.6 25.9Queue Length 50th (ft) ~612 144 47 37Queue Length 95th (ft) #709 #260 96 73Internal Link Dist (ft) 645 157 147Turn Bay Length (ft)Base Capacity (vph) 2527 402 238 512Starvation Cap Reductn 0 0 35 0Spillback Cap Reductn 406 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 1.26 0.72 0.43 0.14


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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 17 2337 96 0 0 0 0 95 170 80 64 0Future Volume (vph) 17 2337 96 0 0 0 0 95 170 80 64 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.5 6.5 6.5Lane Util. Factor 0.91 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.98 1.00 1.00Flpb, ped/bikes 1.00 1.00 0.99 1.00Frt 0.99 0.91 1.00 1.00Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 4540 1314 1577 1676Flt Permitted 1.00 1.00 0.47 1.00Satd. Flow (perm) 4540 1314 778 1676Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 18 2540 104 0 0 0 0 103 185 87 70 0RTOR Reduction (vph) 0 5 0 0 0 0 0 1 0 0 0 0Lane Group Flow (vph) 0 2657 0 0 0 0 0 287 0 87 70 0Confl. Peds. (#/hr) 2 14 14 2 2 15 15 2Confl. Bikes (#/hr) 2 3 3Parking (#/hr) 5 5 5Turn Type Perm NA NA Perm NAProtected Phases 4 2 6Permitted Phases 4 6Actuated Green, G (s) 50.0 27.5 27.5 27.5Effective Green, g (s) 50.0 27.5 27.5 27.5Actuated g/C Ratio 0.56 0.31 0.31 0.31Clearance Time (s) 6.0 6.5 6.5 6.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2522 401 237 512v/s Ratio Prot c0.22 0.04v/s Ratio Perm 0.59 0.11v/c Ratio 1.05 0.71 0.37 0.14Uniform Delay, d1 20.0 27.8 24.4 22.6Progression Factor 1.00 1.00 1.12 1.10Incremental Delay, d2 34.0 10.4 4.3 0.6Delay (s) 54.0 38.2 31.7 25.4Level of Service D D C CApproach Delay (s) 54.0 0.0 38.2 28.9Approach LOS D A D C


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Intersection SummaryHCM 2000 Control Delay 81.2 HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.10Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 89.7% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

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Lane Group EBL EBT NBT NBRLane Group Flow (vph) 726 1508 1838 138v/c Ratio 0.89 0.90 1.02 0.36Control Delay 12.5 11.4 57.1 19.3Queue Delay 5.2 6.0 32.5 0.0Total Delay 17.8 17.5 89.6 19.3Queue Length 50th (ft) 124 134 ~312 41Queue Length 95th (ft) m107 m117 #400 91Internal Link Dist (ft) 416 278Turn Bay Length (ft)Base Capacity (vph) 813 1667 1805 387Starvation Cap Reductn 54 130 0 0Spillback Cap Reductn 2 1 451 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.96 0.98 1.36 0.36


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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 879 1177 0 0 0 0 0 1783 134 0 0 0Future Volume (vph) 879 1177 0 0 0 0 0 1783 134 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0 6.0Lane Util. Factor 0.91 0.91 0.86 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.83Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 0.95 0.99 1.00 1.00Satd. Flow (prot) 1449 3003 5602 1115Flt Permitted 0.95 0.99 1.00 1.00Satd. Flow (perm) 1449 3003 5602 1115Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.97 0.97 0.97 0.92 0.92 0.92Adj. Flow (vph) 955 1279 0 0 0 0 0 1838 138 0 0 0RTOR Reduction (vph) 16 16 0 0 0 0 0 0 28 0 0 0Lane Group Flow (vph) 710 1492 0 0 0 0 0 1838 110 0 0 0Confl. Peds. (#/hr) 31 31 44 126 126 44Confl. Bikes (#/hr) 1 15 21Heavy Vehicles (%) 2% 3% 2% 2% 2% 2% 2% 5% 8% 2% 2% 2%Turn Type Perm NA NA PermProtected Phases 4 2Permitted Phases 4 2Actuated Green, G (s) 49.5 49.5 29.0 29.0Effective Green, g (s) 49.5 49.5 29.0 29.0Actuated g/C Ratio 0.55 0.55 0.32 0.32Clearance Time (s) 5.5 5.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 796 1651 1805 359v/s Ratio Prot c0.33v/s Ratio Perm 0.49 0.50 0.10v/c Ratio 0.89 0.90 1.02 0.31Uniform Delay, d1 17.9 18.1 30.5 22.9Progression Factor 0.53 0.54 1.00 1.00Incremental Delay, d2 1.3 0.8 25.9 2.2Delay (s) 10.8 10.5 56.4 25.1Level of Service B B E CApproach Delay (s) 10.6 0.0 54.2 0.0Approach LOS B A D A


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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 6 0 0 20 0 48 0 210 13 29 130 1Future Volume (Veh/h) 6 0 0 20 0 48 0 210 13 29 130 1Sign Control Stop Stop Free FreeGrade 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 0.92Hourly flow rate (vph) 7 0 0 22 0 52 0 228 14 32 141 1Pedestrians 4 16 1Lane Width (ft) 12.0 12.0 12.0Walking Speed (ft/s) 3.5 3.5 3.5Percent Blockage 0 2 0Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 237pX, platoon unblocked 0.99 0.99 0.99 0.99 0.99 0.99vC, conflicting volume 496 468 146 458 461 251 146 258vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 485 456 132 446 450 251 131 258tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 98 100 100 96 100 93 100 98cM capacity (veh/h) 437 474 903 492 478 776 1433 1287

Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 7 74 242 174Volume Left 7 22 0 32Volume Right 0 52 14 1cSH 437 662 1433 1287Volume to Capacity 0.02 0.11 0.00 0.02Queue Length 95th (ft) 1 9 0 2Control Delay (s) 13.4 11.1 0.0 1.6Lane LOS B B AApproach Delay (s) 13.4 11.1 0.0 1.6Approach LOS B B


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Direction, Lane # WB 1 NB 1 SB 1Volume Total 0 243 163Volume Left 0 0 0Volume Right 0 0 0cSH 1700 1700 1323Volume to Capacity 0.00 0.14 0.00Queue Length 95th (ft) 0 0 0Control Delay (s) 0.0 0.0 0.0Lane LOS AApproach Delay (s) 0.0 0.0 0.0Approach LOS A


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Lane Group EBT WBT SBL SBTLane Group Flow (vph) 458 221 378 1120v/c Ratio 0.50 0.34 0.73 0.48Control Delay 23.0 26.0 28.1 13.9Queue Delay 0.0 0.0 0.0 0.0Total Delay 23.0 26.0 28.1 13.9Queue Length 50th (ft) 95 53 169 136Queue Length 95th (ft) 143 85 #303 173Internal Link Dist (ft) 235 319 190Turn Bay Length (ft) 115Base Capacity (vph) 921 641 515 2322Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.50 0.34 0.73 0.48


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HCM Unsignalized Intersection Capacity Analysis13: N Fort Myer Dr Holiday Inn Rosslyn at Key Bridge





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Future 2023 PM with Development Synchro 10 ReportW+A Page 1



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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 121 1260 9 96 60 0 0 36 3Future Volume (vph) 0 0 0 121 1260 9 96 60 0 0 36 3Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 6.5Lane Util. Factor 1.00 0.95 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.99Flt Protected 0.95 1.00 0.97 1.00Satd. Flow (prot) 1593 3129 1626 1658Flt Permitted 0.95 1.00 0.80 1.00Satd. Flow (perm) 1593 3129 1339 1658Peak-hour factor, PHF 0.92 0.92 0.92 0.93 0.93 0.93 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 130 1355 10 104 65 0 0 39 3RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 2 0Lane Group Flow (vph) 0 0 0 130 1365 0 0 169 0 0 40 0Confl. Peds. (#/hr) 111 111 59 59Confl. Bikes (#/hr) 38 135 14Bus Blockages (#/hr) 0 0 0 0 7 7 0 0 0 0 0 0Turn Type Perm NA Perm NA NAProtected Phases 8 2 6Permitted Phases 8 2Actuated Green, G (s) 47.9 47.9 32.1 30.6Effective Green, g (s) 47.9 47.9 32.1 30.6Actuated g/C Ratio 0.53 0.53 0.36 0.34Clearance Time (s) 5.0 5.0 5.0 6.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 847 1665 477 563v/s Ratio Prot c0.44 0.02v/s Ratio Perm 0.08 c0.13v/c Ratio 0.15 0.82 0.35 0.07Uniform Delay, d1 10.7 17.5 21.3 20.1Progression Factor 2.05 1.92 1.05 1.00Incremental Delay, d2 0.0 1.3 1.9 0.2Delay (s) 22.1 34.8 24.3 20.3Level of Service C C C CApproach Delay (s) 0.0 33.6 24.3 20.3Approach LOS A C C C


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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 200 942 0 0 0 0 0 1594 350Future Volume (vph) 0 0 0 200 942 0 0 0 0 0 1594 350Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0Lane Util. Factor 1.00 0.95 0.91Frpb, ped/bikes 1.00 1.00 0.98Flpb, ped/bikes 0.95 1.00 1.00Frt 1.00 1.00 0.97Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1462 3154 4344Flt Permitted 0.95 1.00 1.00Satd. Flow (perm) 1462 3154 4344Peak-hour factor, PHF 0.92 0.92 0.92 0.93 0.93 0.93 0.92 0.92 0.92 0.94 0.94 0.94Adj. Flow (vph) 0 0 0 215 1013 0 0 0 0 0 1696 372RTOR Reduction (vph) 0 0 0 25 0 0 0 0 0 0 3 0Lane Group Flow (vph) 0 0 0 190 1013 0 0 0 0 0 2065 0Confl. Peds. (#/hr) 75 39 39 75 123 15 15 123Confl. Bikes (#/hr) 42 90 2 12Heavy Vehicles (%) 2% 2% 2% 6% 3% 2% 2% 2% 2% 2% 2% 2%Turn Type Perm NA NAProtected Phases 8 6Permitted Phases 8Actuated Green, G (s) 27.5 27.5 51.0Effective Green, g (s) 27.5 27.5 51.0Actuated g/C Ratio 0.31 0.31 0.57Clearance Time (s) 5.5 5.5 6.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 446 963 2461v/s Ratio Prot c0.32 c0.48v/s Ratio Perm 0.13v/c Ratio 0.43 1.05 0.84Uniform Delay, d1 24.9 31.2 16.1Progression Factor 1.02 0.98 1.00Incremental Delay, d2 0.5 39.6 3.6Delay (s) 25.9 70.1 19.7Level of Service C E BApproach Delay (s) 0.0 62.4 0.0 19.7Approach LOS A E A B

Intersection SummaryHCM 2000 Control Delay 35.6 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.91Actuated Cycle Length (s) 90.0 Sum of lost time (s) 11.5Intersection Capacity Utilization 118.0% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 0 526 348 617 2018 0 0 0 0Future Volume (vph) 0 0 0 0 526 348 617 2018 0 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0 6.0Lane Util. Factor 0.91 0.91 1.00 0.86Frpb, ped/bikes 0.98 0.82 1.00 1.00Flpb, ped/bikes 1.00 1.00 0.94 1.00Frt 0.98 0.85 1.00 1.00Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 2914 1061 1423 5767Flt Permitted 1.00 1.00 0.95 1.00Satd. Flow (perm) 2914 1061 1423 5767Peak-hour factor, PHF 0.92 0.92 0.92 0.94 0.94 0.94 0.93 0.93 0.93 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 0 560 370 663 2170 0 0 0 0RTOR Reduction (vph) 0 0 0 0 0 24 65 0 0 0 0 0Lane Group Flow (vph) 0 0 0 0 649 257 598 2170 0 0 0 0Confl. Peds. (#/hr) 83 33 33 83 42 226 226 42Confl. Bikes (#/hr) 10 89 14 3Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 7% 2% 2% 2% 2% 2%Turn Type NA Perm Perm NAProtected Phases 8 2Permitted Phases 8 2Actuated Green, G (s) 29.3 29.3 49.2 49.2Effective Green, g (s) 29.3 29.3 49.2 49.2Actuated g/C Ratio 0.33 0.33 0.55 0.55Clearance Time (s) 5.5 5.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 948 345 777 3152v/s Ratio Prot 0.22 0.38v/s Ratio Perm c0.24 c0.42v/c Ratio 0.68 0.74 0.77 0.69Uniform Delay, d1 26.3 27.0 16.0 14.8Progression Factor 1.00 1.00 0.47 0.54Incremental Delay, d2 2.1 8.4 2.8 0.5Delay (s) 28.4 35.4 10.2 8.4Level of Service C D B AApproach Delay (s) 0.0 30.5 8.8 0.0Approach LOS A C A A


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Lane Group EBT SBL SBTLane Group Flow (vph) 1379 448 1383v/c Ratio 0.89 0.69 0.64Control Delay 20.2 31.9 28.7Queue Delay 0.7 48.9 49.0Total Delay 20.9 80.8 77.7Queue Length 50th (ft) 75 298 310Queue Length 95th (ft) #243 m369 360Internal Link Dist (ft) 254 220Turn Bay Length (ft)Base Capacity (vph) 1562 649 2150Starvation Cap Reductn 38 236 925Spillback Cap Reductn 22 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.90 1.08 1.13


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Lane Group EBL EBT NBT NBRLane Group Flow (vph) 613 1270 2040 340v/c Ratio 0.82 0.82 0.99 0.87Control Delay 20.4 17.0 47.7 47.7Queue Delay 0.5 0.5 38.9 0.0Total Delay 20.9 17.4 86.6 47.7Queue Length 50th (ft) 184 198 ~362 158Queue Length 95th (ft) m257 m260 #438 #329Internal Link Dist (ft) 416 278Turn Bay Length (ft)Base Capacity (vph) 766 1586 2057 391Starvation Cap Reductn 23 71 0 0Spillback Cap Reductn 1 0 208 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.83 0.84 1.10 0.87


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Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 1 52 241 272Volume Left 1 15 1 51Volume Right 0 37 22 5cSH 367 597 1325 1268Volume to Capacity 0.00 0.09 0.00 0.04Queue Length 95th (ft) 0 7 0 3Control Delay (s) 14.8 11.6 0.0 1.8Lane LOS B B A AApproach Delay (s) 14.8 11.6 0.0 1.8Approach LOS B B


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Intersection SummaryAverage Delay 7.9Intersection Capacity Utilization 75.1% ICU Level of Service DAnalysis Period (min) 15

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Direction, Lane # EB 1 EB 2 WB 1 NB 1 SB 1 SB 2Volume Total 164 148 18 533 194 251Volume Left 162 0 0 275 12 0Volume Right 0 148 15 3 0 251cSH 52 467 200 680 1149 1700Volume to Capacity 3.16 0.32 0.09 0.40 0.01 0.15Queue Length 95th (ft) Err 34 7 49 1 0Control Delay (s) Err 16.3 24.8 10.3 0.6 0.0Lane LOS F C C B AApproach Delay (s) 5263.6 24.8 10.3 0.3Approach LOS F C


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Lane Group EBT NBT SBL SBTLane Group Flow (vph) 2662 288 87 70v/c Ratio 1.05 0.72 0.37 0.14Control Delay 55.3 39.3 33.0 25.9Queue Delay 19.9 0.0 0.7 0.0Total Delay 75.1 39.3 33.6 25.9Queue Length 50th (ft) ~612 144 47 37Queue Length 95th (ft) #709 #260 96 73Internal Link Dist (ft) 645 157 147Turn Bay Length (ft)Base Capacity (vph) 2527 402 238 512Starvation Cap Reductn 0 0 35 0Spillback Cap Reductn 356 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 1.23 0.72 0.43 0.14


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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 17 2337 96 0 0 0 0 95 170 80 64 0Future Volume (vph) 17 2337 96 0 0 0 0 95 170 80 64 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.5 6.5 6.5Lane Util. Factor 0.91 1.00 1.00 1.00Frpb, ped/bikes 1.00 0.98 1.00 1.00Flpb, ped/bikes 1.00 1.00 0.99 1.00Frt 0.99 0.91 1.00 1.00Flt Protected 1.00 1.00 0.95 1.00Satd. Flow (prot) 4540 1314 1577 1676Flt Permitted 1.00 1.00 0.47 1.00Satd. Flow (perm) 4540 1314 778 1676Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 18 2540 104 0 0 0 0 103 185 87 70 0RTOR Reduction (vph) 0 5 0 0 0 0 0 1 0 0 0 0Lane Group Flow (vph) 0 2657 0 0 0 0 0 287 0 87 70 0Confl. Peds. (#/hr) 2 14 14 2 2 15 15 2Confl. Bikes (#/hr) 2 3 3Parking (#/hr) 5 5 5Turn Type Perm NA NA Perm NAProtected Phases 4 2 6Permitted Phases 4 6Actuated Green, G (s) 50.0 27.5 27.5 27.5Effective Green, g (s) 50.0 27.5 27.5 27.5Actuated g/C Ratio 0.56 0.31 0.31 0.31Clearance Time (s) 6.0 6.5 6.5 6.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2522 401 237 512v/s Ratio Prot c0.22 0.04v/s Ratio Perm 0.59 0.11v/c Ratio 1.05 0.71 0.37 0.14Uniform Delay, d1 20.0 27.8 24.4 22.6Progression Factor 1.00 1.00 1.12 1.10Incremental Delay, d2 34.0 10.4 4.3 0.6Delay (s) 54.0 38.2 31.7 25.4Level of Service D D C CApproach Delay (s) 54.0 0.0 38.2 28.9Approach LOS D A D C


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Lane Group EBT SBL SBTLane Group Flow (vph) 2785 334 1058v/c Ratio 1.17 0.96 0.85Control Delay 93.3 69.5 38.3Queue Delay 0.1 2.6 14.0Total Delay 93.3 72.1 52.3Queue Length 50th (ft) ~685 200 220Queue Length 95th (ft) m#638 #409 #281Internal Link Dist (ft) 254 220Turn Bay Length (ft)Base Capacity (vph) 2379 348 1251Starvation Cap Reductn 0 5 198Spillback Cap Reductn 72 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 1.21 0.97 1.00


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Intersection SummaryHCM 2000 Control Delay 74.7 HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.10Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 89.7% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 200 942 0 0 0 0 0 1594 350Future Volume (vph) 0 0 0 200 942 0 0 0 0 0 1594 350Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0Lane Util. Factor 1.00 0.95 0.91Frpb, ped/bikes 1.00 1.00 0.98Flpb, ped/bikes 0.95 1.00 1.00Frt 1.00 1.00 0.97Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1462 3154 4344Flt Permitted 0.95 1.00 1.00Satd. Flow (perm) 1462 3154 4344Peak-hour factor, PHF 0.92 0.92 0.92 0.93 0.93 0.93 0.92 0.92 0.92 0.94 0.94 0.94Adj. Flow (vph) 0 0 0 215 1013 0 0 0 0 0 1696 372RTOR Reduction (vph) 0 0 0 25 0 0 0 0 0 0 3 0Lane Group Flow (vph) 0 0 0 190 1013 0 0 0 0 0 2065 0Confl. Peds. (#/hr) 75 39 39 75 123 15 15 123Confl. Bikes (#/hr) 42 90 2 12Heavy Vehicles (%) 2% 2% 2% 6% 3% 2% 2% 2% 2% 2% 2% 2%Turn Type Perm NA NAProtected Phases 8 6Permitted Phases 8Actuated Green, G (s) 28.5 28.5 50.0Effective Green, g (s) 28.5 28.5 50.0Actuated g/C Ratio 0.32 0.32 0.56Clearance Time (s) 5.5 5.5 6.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 462 998 2413v/s Ratio Prot c0.32 c0.48v/s Ratio Perm 0.13v/c Ratio 0.41 1.02 0.86Uniform Delay, d1 24.2 30.8 16.9Progression Factor 1.02 0.98 1.00Incremental Delay, d2 0.4 28.1 4.2Delay (s) 25.1 58.2 21.1Level of Service C E CApproach Delay (s) 0.0 52.4 0.0 21.1Approach LOS A D A C

Intersection SummaryHCM 2000 Control Delay 32.7 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.91Actuated Cycle Length (s) 90.0 Sum of lost time (s) 11.5Intersection Capacity Utilization 118.0% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

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Lane Group EBT NBT NBR SBL SBTLane Group Flow (vph) 2662 103 185 87 70v/c Ratio 1.05 0.23 0.47 0.25 0.14Control Delay 55.3 25.1 24.8 28.6 25.9Queue Delay 19.9 0.0 0.0 1.3 0.0Total Delay 75.2 25.1 24.9 29.9 25.9Queue Length 50th (ft) ~612 44 67 46 37Queue Length 95th (ft) #709 85 132 90 73Internal Link Dist (ft) 645 157 147Turn Bay Length (ft) 15Base Capacity (vph) 2527 448 394 348 512Starvation Cap Reductn 0 0 0 140 0Spillback Cap Reductn 396 0 2 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 1.25 0.23 0.47 0.42 0.14


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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 17 2337 96 0 0 0 0 95 170 80 64 0Future Volume (vph) 17 2337 96 0 0 0 0 95 170 80 64 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.5 6.5 6.5 6.5Lane Util. Factor 0.91 1.00 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 0.99 1.00Frt 0.99 1.00 0.85 1.00 1.00Flt Protected 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 4540 1467 1209 1570 1676Flt Permitted 1.00 1.00 1.00 0.69 1.00Satd. Flow (perm) 4540 1467 1209 1141 1676Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 18 2540 104 0 0 0 0 103 185 87 70 0RTOR Reduction (vph) 0 5 0 0 0 0 0 0 25 0 0 0Lane Group Flow (vph) 0 2657 0 0 0 0 0 103 160 87 70 0Confl. Peds. (#/hr) 2 14 14 2 2 15 15 2Confl. Bikes (#/hr) 2 3 3Parking (#/hr) 5 5 5Turn Type Perm NA NA Perm Perm NAProtected Phases 4 2 6Permitted Phases 4 2 6Actuated Green, G (s) 50.0 27.5 27.5 27.5 27.5Effective Green, g (s) 50.0 27.5 27.5 27.5 27.5Actuated g/C Ratio 0.56 0.31 0.31 0.31 0.31Clearance Time (s) 6.0 6.5 6.5 6.5 6.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2522 448 369 348 512v/s Ratio Prot 0.07 0.04v/s Ratio Perm 0.59 c0.13 0.08v/c Ratio 1.05 0.23 0.43 0.25 0.14Uniform Delay, d1 20.0 23.3 25.0 23.5 22.6Progression Factor 1.00 1.00 1.00 1.11 1.10Incremental Delay, d2 34.0 1.2 3.7 1.7 0.6Delay (s) 54.0 24.5 28.7 27.8 25.4Level of Service D C C C CApproach Delay (s) 54.0 0.0 27.2 26.7Approach LOS D A C C


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Intersection SummaryHCM 2000 Control Delay 81.8 HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.10Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 89.7% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

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Lane Group EBL EBT NBT NBRLane Group Flow (vph) 726 1508 1838 138v/c Ratio 0.89 0.90 1.02 0.36Control Delay 12.5 11.4 57.1 19.3Queue Delay 5.2 6.0 32.5 0.0Total Delay 17.8 17.5 89.6 19.3Queue Length 50th (ft) 123 134 ~312 41Queue Length 95th (ft) m107 m117 #400 91Internal Link Dist (ft) 416 278Turn Bay Length (ft)Base Capacity (vph) 813 1667 1805 387Starvation Cap Reductn 54 130 0 0Spillback Cap Reductn 2 1 451 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.96 0.98 1.36 0.36


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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 879 1177 0 0 0 0 0 1783 134 0 0 0Future Volume (vph) 879 1177 0 0 0 0 0 1783 134 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0 6.0Lane Util. Factor 0.91 0.91 0.86 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.83Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85Flt Protected 0.95 0.99 1.00 1.00Satd. Flow (prot) 1449 3003 5602 1115Flt Permitted 0.95 0.99 1.00 1.00Satd. Flow (perm) 1449 3003 5602 1115Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.97 0.97 0.97 0.92 0.92 0.92Adj. Flow (vph) 955 1279 0 0 0 0 0 1838 138 0 0 0RTOR Reduction (vph) 16 16 0 0 0 0 0 0 28 0 0 0Lane Group Flow (vph) 710 1492 0 0 0 0 0 1838 110 0 0 0Confl. Peds. (#/hr) 31 31 44 126 126 44Confl. Bikes (#/hr) 1 15 21Heavy Vehicles (%) 2% 3% 2% 2% 2% 2% 2% 5% 8% 2% 2% 2%Turn Type Perm NA NA PermProtected Phases 4 2Permitted Phases 4 2Actuated Green, G (s) 49.5 49.5 29.0 29.0Effective Green, g (s) 49.5 49.5 29.0 29.0Actuated g/C Ratio 0.55 0.55 0.32 0.32Clearance Time (s) 5.5 5.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 796 1651 1805 359v/s Ratio Prot c0.33v/s Ratio Perm 0.49 0.50 0.10v/c Ratio 0.89 0.90 1.02 0.31Uniform Delay, d1 17.9 18.1 30.5 22.9Progression Factor 0.53 0.53 1.00 1.00Incremental Delay, d2 1.3 0.8 25.9 2.2Delay (s) 10.8 10.4 56.4 25.1Level of Service B B E CApproach Delay (s) 10.6 0.0 54.2 0.0Approach LOS B A D A


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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 196 940 0 0 0 0 0 1592 350Future Volume (vph) 0 0 0 196 940 0 0 0 0 0 1592 350Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 6.0Lane Util. Factor 1.00 0.95 0.91Frpb, ped/bikes 1.00 1.00 0.98Flpb, ped/bikes 0.95 1.00 1.00Frt 1.00 1.00 0.97Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1462 3154 4344Flt Permitted 0.95 1.00 1.00Satd. Flow (perm) 1462 3154 4344Peak-hour factor, PHF 0.92 0.92 0.92 0.93 0.93 0.93 0.92 0.92 0.92 0.94 0.94 0.94Adj. Flow (vph) 0 0 0 211 1011 0 0 0 0 0 1694 372RTOR Reduction (vph) 0 0 0 25 0 0 0 0 0 0 3 0Lane Group Flow (vph) 0 0 0 186 1011 0 0 0 0 0 2063 0Confl. Peds. (#/hr) 75 39 39 75 123 15 15 123Confl. Bikes (#/hr) 42 90 2 12Heavy Vehicles (%) 2% 2% 2% 6% 3% 2% 2% 2% 2% 2% 2% 2%Turn Type Perm NA NAProtected Phases 8 6Permitted Phases 8Actuated Green, G (s) 27.5 27.5 51.0Effective Green, g (s) 27.5 27.5 51.0Actuated g/C Ratio 0.31 0.31 0.57Clearance Time (s) 5.5 5.5 6.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 446 963 2461v/s Ratio Prot c0.32 c0.48v/s Ratio Perm 0.13v/c Ratio 0.42 1.05 0.84Uniform Delay, d1 24.9 31.2 16.1Progression Factor 1.02 0.97 1.00Incremental Delay, d2 0.5 39.0 3.6Delay (s) 25.9 69.5 19.7Level of Service C E BApproach Delay (s) 0.0 62.0 0.0 19.7Approach LOS A E A B

Intersection SummaryHCM 2000 Control Delay 35.4 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.91Actuated Cycle Length (s) 90.0 Sum of lost time (s) 11.5Intersection Capacity Utilization 117.7% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

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Lane Group EBT NBT NBR SBL SBTLane Group Flow (vph) 1317 114 140 100 120v/c Ratio 0.72 0.17 0.25 0.20 0.16Control Delay 23.7 17.2 12.4 18.1 16.8Queue Delay 0.1 0.1 0.0 0.9 1.0Total Delay 23.9 17.3 12.4 19.0 17.8Queue Length 50th (ft) 218 37 29 42 50Queue Length 95th (ft) 232 82 78 84 94Internal Link Dist (ft) 645 157 147Turn Bay Length (ft) 50Base Capacity (vph) 2247 666 569 506 761Starvation Cap Reductn 0 0 0 237 452Spillback Cap Reductn 171 117 1 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.63 0.21 0.25 0.37 0.39


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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 52 1057 142 0 0 0 0 105 129 92 110 0Future Volume (vph) 52 1057 142 0 0 0 0 105 129 92 110 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.5 6.5 6.5 6.5Lane Util. Factor 0.91 1.00 1.00 1.00 1.00Frpb, ped/bikes 0.99 1.00 0.96 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 0.97 1.00Frt 0.98 1.00 0.85 1.00 1.00Flt Protected 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 4459 1467 1192 1549 1676Flt Permitted 1.00 1.00 1.00 0.68 1.00Satd. Flow (perm) 4459 1467 1192 1114 1676Peak-hour factor, PHF 0.95 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 55 1113 149 0 0 0 0 114 140 100 120 0RTOR Reduction (vph) 0 21 0 0 0 0 0 0 28 0 0 0Lane Group Flow (vph) 0 1296 0 0 0 0 0 114 112 100 120 0Confl. Peds. (#/hr) 10 16 16 10 10 30 30 10Confl. Bikes (#/hr) 1 1 1 4Parking (#/hr) 5 5 5Turn Type Perm NA NA Perm Perm NAProtected Phases 4 2 6Permitted Phases 4 2 6Actuated Green, G (s) 36.6 40.9 40.9 40.9 40.9Effective Green, g (s) 36.6 40.9 40.9 40.9 40.9Actuated g/C Ratio 0.41 0.45 0.45 0.45 0.45Clearance Time (s) 6.0 6.5 6.5 6.5 6.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1813 666 541 506 761v/s Ratio Prot 0.08 0.07v/s Ratio Perm 0.29 c0.09 0.09v/c Ratio 0.71 0.17 0.21 0.20 0.16Uniform Delay, d1 22.3 14.5 14.8 14.7 14.4Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.4 0.6 0.9 0.9 0.4Delay (s) 23.7 15.1 15.7 15.7 14.8Level of Service C B B B BApproach Delay (s) 23.7 0.0 15.4 15.2Approach LOS C A B B


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appendix a scoping agreement€¦ · retail (shopping center) ‐ dense multi‐use urban 2 820...

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