SCOPE OF WORK MEETING FORM Westmont Shopping Center Traffic Impact Analysis Base Assumptions Contact Information Consultant Name: Tele: E-mail: Mike Pinkoske, PTP 703.676.3609 [email protected]Developer/Owner Name: Tele: E-mail: Stacy C. Hornstein Republic Properties Corp. 301.385.8041 [email protected]Project Information Project Name: Westmont Shopping Center Project Location: The Westmont Shopping Center is located in the northeast quadrant of the Columbia Pike/S. Glebe Road intersection in Arlington County, Virginia. The Property consists of one tax parcel, identified as Arlington County RPC #25- 012-001. Project Description: Per the plans provided, the existing 44,047 S.F. of retail uses would be razed and redeveloped with a new building consisting of approximately 245 residential units and approximately 24,140 S.F. of ground-level retail space. The subject property would be served by approximately 364 parking spaces (310 residential and 54 retail). Access to the residential parking garage would be provided via the existing alley along the north and east sides of the site with access from Columbia Pike and S. Glebe Road. The retail parking would be accessed via the alley and the existing limited access driveway on S. Glebe Road. The existing western driveway on Columbia Pike would be closed. A copy of the concept and site plan is shown on Figure 1. Proposed Use: Residential Commercial Mixed Use X Other Proposed Use / Trip Generation See Tables 1 and 2 for Trip Generation Tables Existing Westmont Shopping Center Site 44,047 SF Retail Uses Proposed Westmont Shopping Center Site 245 Residential Dwelling Units 24,140 SF Retail Uses ITE Land Uses Retail – 820 Residential – 220 Note: The proposed redevelopment would not exceed the VDOT Chapter 870 thresholds of 5,000 new daily trips (see Table 1). A-1
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SCOPE OF WORK MEETING FORM Westmont Shopping Center
Stacy C. Hornstein Republic Properties Corp. 301.385.8041 [email protected]
Project Information
Project Name: Westmont Shopping Center
Project Location:
The Westmont Shopping Center is located in the northeast quadrant of the Columbia Pike/S. Glebe Road intersection in Arlington County, Virginia. The Property consists of one tax parcel, identified as Arlington County RPC #25-012-001.
Project Description:
Per the plans provided, the existing 44,047 S.F. of retail uses would be razed and redeveloped with a new building consisting of approximately 245 residential units and approximately 24,140 S.F. of ground-level retail space. The subject property would be served by approximately 364 parking spaces (310 residential and 54 retail). Access to the residential parking garage would be provided via the existing alley along the north and east sides of the site with access from Columbia Pike and S. Glebe Road. The retail parking would be accessed via the alley and the existing limited access driveway on S. Glebe Road. The existing western driveway on Columbia Pike would be closed. A copy of the concept and site plan is shown on Figure 1.
Proposed Use:
Residential Commercial Mixed Use X Other
Proposed Use / Trip Generation
See Tables 1 and 2 for Trip Generation Tables Existing Westmont Shopping Center Site 44,047 SF Retail Uses
Proposed Westmont Shopping Center Site 245 Residential Dwelling Units 24,140 SF Retail Uses
ITE Land Uses Retail – 820 Residential – 220 Note: The proposed redevelopment would not exceed the VDOT Chapter 870 thresholds of 5,000 new daily trips (see Table 1).
A-1
Traffic Impact Analysis Assumptions
Study Period Existing Year: 2017 Build-out Year: 2020 Design Year: N/A
Study Area Boundaries (Attach map)
See Figure 2
North: 7th Street S. South: 12th Street S.
East: S. Walter Reed Drive West: S. Monroe Street
Consistency With Comprehensive Plan
Development would be consistent with the General Land Use Plan (GLUP) and the Columbia Pike Special Revitalization District.
Available Traffic Data (Historical, forecasts)
Published VDOT Average Annual Daily Traffic (AADT) Data: S. Glebe Drive – 2016: 31,000 Columbia Pike – 2016: 24,000 2015: 30,000 2015: 24,000 2014: 30,000 2014: 25,000 2013: 31,000 2013: 25,000 2012: 40,000 2012: 26,000
Trip Distribution See Figure 2
Road Name: S. Glebe Road
North: 20% / 25% out
South: 20% / 25%
E __% W %
(Retail/Residential) *Existing driveway counts will be reviewed to verify the retail distributions and/or modified accordingly.
Road Name: Columbia Pike
N __% S __% East: 20% / 30%
West: 20% / 20%
Road Name: S. Highland Street
North: 5% / 5%
South: 5% / 0%
E __% W __%
Road Name: S. Walter Reed Drive
North: 5% / 20% in
South: 5% / 0%
E __% W __%
Annual Vehicle Trip Growth Rate: See Table 3
Based on a review of VDOT AADT data in the site vicinity, a rate of 0.5 - percent will be used, compounded annually.
Peak Period for Study (circle all that apply)
AM PM
Study Intersections See Figure 2
1. 7th Street S./ S. Glebe Road 7. Columbia Pike/S. Highland Street
2. 9th Street S./S. Glebe Road 8. Columbia Pike/S. Highland Street
3. 9th Street S./S. Highland Street 9. Columbia Pike/S. Walter Reed Drive
4. Columbia Pike/S. Monroe Street
10. 12th Street S./S. Glebe Road
5. Columbia Pike/S. Glebe Road 11. Five (5) existing site driveways along
Columbia Pike, S. Glebe Road, and the
adjacent alley
6. Alley/S. Highland Street
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**Based on a review of peak hour traffic counts in the area, traffic count data will be collected between 7am-10am and 4pm-7pm at all site driveways and off-site study intersection on a typical weekday when public schools are in session.
Internal allowance: Yes X No Reduction:
Pass-by allowance: X Yes No Reduction: 34% (Retail Only)
Trip Adjustment Factors
X Synchro 9.1 HCS (v.2000/+) aaSIDRA CORSIM Other
A Non-Auto mode split reduction of 30% will be assumed for residential use based on US Census Data and 20% for retail uses consistent with TIAs in the area.
Software Methodology
Synchro version 9.1 software will be used for intersection analysis.
Improvement(s) Assumed
The following improvement projects will be included in the traffic study: Columbia Pike Transit Station Projects
• Columbia Pike – S. Joyce Street to S. Orme Street • Columbia Pike – S. Quinn Street to S. Courthouse Road • Columbia Pike – S. Courthouse Road to S. Garfield Street • Columbia Pike – S. Oakland Street to S. Wakefield Street • Columbia Pike – S. Dinwiddie Street to S. Jefferson Street
Columbia Pike Multimodal Street Improvements
• Utility Undergrounding & Streetscape Improvements: o Wakefield Street to Oakland Street o Garfield Street to Quinn Street o Orme Street to Joyce Street
Background Traffic Studies Considered
Pipeline developments in the vicinity of the site, that are planned to be constructed and operational by 2020, to be included in the analysis are as follows:
• Columbia Pike Village Center • Trafalgar Flats • Axumite Village • Gilliam Place • 2400 Columbia Pike
Plan Submission Master Development Plan (MDP) X Form Based Code Use Permit Preliminary/Sketch Plan
Additional Issues to be Addressed
X Queuing analysis Actuation/Coordination Weaving analysis Merge analysis X Bike/Ped Accommodations X Intersection(LOS) X TDM Measures
Site Forecast Assumptions
Existing site traffic will be removed from the road network based on observed traffic counts. New site traffic will be assigned to the network using the proposed site trip generation table along with the site distributions. Note that the distributions may be refined upon traffic count collection.
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ADDITIONAL NOTES:
• This Form Based Code Use Permit proposal does not trigger VDOT 870 trip thresholds of 5,000 total daily trips, as shown in Table 1.
• The study will include a discussion regarding the directions of approach for the site trips. Existing driveway counts will be reviewed to verify the retail distributions and/or modified accordingly.
• Field measured PHF’s will be used if between 0.85 and higher, if lower, a 0.85 PHF will be used. For
future conditions a PHF of 0.92 or higher will be used.
• Level of service calculations for existing and future conditions without and with development shall be in accordance with the Highway Capacity Manual (HCM) 2000 methodologies, as computed by Synchro 9.1 software. Typical Synchro parameters to be utilized in this analysis will be consistent with VDOT’s TOSAM and Arlington County standards.
• Study will include a comprehensive discussion of the multimodal transportation options available in the vicinity of the site and make recommendations on potential improvements, if necessary.
SIGNED: DATE: _ 10/18/2017 _______ Applicant or Consultant
PRINT NAME: ___Michael Pinkoske, PTP___ Applicant or Consultant
SIGNED: ______________________________ DATE: ______________ Local Government Representative
PRINT NAME: _____________________________ Local Government Representative
A-4
A-5
Chap
ter 870 Compliance Trip Gen
eration Analysis 1
INOUT
TOTA
LIN
OUT
TOTA
L
820
44,047
SF59
36
95
166
180
346
3,985
Total Existing Trips
59
36
95
166
180
346
3,985
Residen
tial
220
245
DU
25
99
124
99
53
152
1,608
820
24,140
SF14
9
23
43
47
90
2,696
Total P
roposed Trips
39
108
147
142
100
242
4,304
59
36
95
166
180
346
3,985
39
108
147
142
100
242
4,304
(20)
72
52
(24)
(80)
(104)
319
Notes:
Summary
Proposed Conditions
Existing Conditions
Retail
Total Existing Trips
Retail
Total Proposed Trips
Difference
1. Trips generated
using Institute of Tran
sportation Enginee
rs (ITE) Trip Gen
eration M
anual, 9
th Edition.
Table 1
Westm
ont Sh
opping Cen
ter
Land Use
ITE Code
Size
Units
AM Peak Hour
PM Peak Hour
Weekd
ay ADT
A-6
TIA Trip Gen
eration Analysis 1
INOUT
TOTA
LIN
OUT
TOTA
L
220
245
DU
25
99
124
99
53
152
1,608
30%
(8)
(30)
(37)
(30)
(16)
(46)
(482)
17
69
87
69
37
106
1,126
820
24,140
SF14
9
23
43
47
90
2,696
20%
(3)
(2)
(5)
(9)
(9)
(18)
(539)
11
7
18
34
38
72
2,157
34%
(4)
(2)
(6)
(12)
(13)
(24)
(733)
7
5
12
22
25
48
1,424
39
108
147
142
100
242
4,304
(11)
(32)
(42)
(39)
(25)
(64)
(1,021)
(4)
(2)
(6)
(12)
(13)
(24)
(733)
24
74
99
91
62
154
2,550
Notes:
Proposed Conditions
Summary
Residen
tial
Non‐Auto
2
Table 2
Westm
ont Sh
opping Cen
ter
Land Use
ITE Code
Size
Units
AM Peak Hour
PM Peak Hour
Weekd
ay ADT
2. Non‐Auto m
ode ad
justmen
t is based
on the U.S. C
ensus data an
d/or other studies in the area
.
3. Pass‐by percentage based
on ITE's Trip Gen
eration Han
dbook , 9th Edition.
Retail
Total Trips without Adjustmen
ts
Residential with Adjustments
Subtotal
Non‐Auto
2
Retail with Adjustments
Total Trips with Adjustments
1. Trips generated
using Institute of Tran
sportation Enginee
rs (ITE) Trip Gen
eration M
anual, 9
th Edition.
Pass‐by Red
uction3
Total N
on‐Auto
Total Pass‐by Red
uction
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Westmont Shopping Center August 13, 2018
APPENDIX B MULTIMODAL INFORMATION
B08101 MEANS OF TRANSPORTATION TO WORK BY AGEUniverse: Workers 16 years and over2012-2016 American Community Survey 5-Year Estimates
Supporting documentation on code lists, subject definitions, data accuracy, and statistical testing can be found on the American Community Surveywebsite in the Data and Documentation section.
Sample size and data quality measures (including coverage rates, allocation rates, and response rates) can be found on the American CommunitySurvey website in the Methodology section.
Tell us what you think. Provide feedback to help make American Community Survey data more useful for you.
Although the American Community Survey (ACS) produces population, demographic and housing unit estimates, it is the Census Bureau's PopulationEstimates Program that produces and disseminates the official estimates of the population for the nation, states, counties, cities and towns andestimates of housing units for states and counties.
Census Tract 1023.02, ArlingtonCounty, Virginia
Census Tract 1025, ArlingtonCounty, Virginia
Census Tract1026, ArlingtonCounty, Virginia
Estimate Margin of Error Estimate Margin of Error EstimateTotal: 2,340 +/-241 3,956 +/-324 1,815 16 to 19 years 15 +/-25 0 +/-17 41 20 to 24 years 141 +/-77 412 +/-169 57 25 to 44 years 1,252 +/-190 2,448 +/-353 945 45 to 54 years 567 +/-153 538 +/-146 422 55 to 59 years 167 +/-85 262 +/-119 129 60 to 64 years 134 +/-81 137 +/-68 153 65 years and over 64 +/-42 159 +/-85 68 Car, truck, or van - drove alone: 1,377 +/-189 2,506 +/-268 1,270 16 to 19 years 0 +/-12 0 +/-17 12 20 to 24 years 98 +/-65 273 +/-157 38 25 to 44 years 801 +/-188 1,509 +/-234 635 45 to 54 years 287 +/-80 328 +/-124 328 55 to 59 years 70 +/-37 203 +/-92 95 60 to 64 years 84 +/-69 92 +/-61 106 65 years and over 37 +/-33 101 +/-82 56 Car, truck, or van - carpooled: 99 +/-73 281 +/-128 141 16 to 19 years 0 +/-12 0 +/-17 18 20 to 24 years 0 +/-12 0 +/-17 0 25 to 44 years 99 +/-73 199 +/-135 61 45 to 54 years 0 +/-12 48 +/-40 34 55 to 59 years 0 +/-12 0 +/-17 7 60 to 64 years 0 +/-12 34 +/-32 21 65 years and over 0 +/-12 0 +/-17 0 Public transportation (excluding taxicab): 565 +/-209 892 +/-253 235 16 to 19 years 0 +/-12 0 +/-17 11 20 to 24 years 14 +/-21 139 +/-94 0 25 to 44 years 273 +/-112 560 +/-249 155 45 to 54 years 184 +/-121 116 +/-82 32 55 to 59 years 85 +/-85 35 +/-31 19 60 to 64 years 0 +/-12 11 +/-22 6
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Census Tract 1023.02, ArlingtonCounty, Virginia
Census Tract 1025, ArlingtonCounty, Virginia
Census Tract1026, ArlingtonCounty, Virginia
Estimate Margin of Error Estimate Margin of Error Estimate 65 years and over 9 +/-16 31 +/-41 12 Walked: 59 +/-43 43 +/-45 19 16 to 19 years 0 +/-12 0 +/-17 0 20 to 24 years 7 +/-10 0 +/-17 19 25 to 44 years 16 +/-19 0 +/-17 0 45 to 54 years 19 +/-22 19 +/-21 0 55 to 59 years 0 +/-12 24 +/-39 0 60 to 64 years 17 +/-18 0 +/-17 0 65 years and over 0 +/-12 0 +/-17 0 Taxicab, motorcycle, bicycle, or other means: 68 +/-40 102 +/-87 71 16 to 19 years 15 +/-25 0 +/-17 0 20 to 24 years 0 +/-12 0 +/-17 0 25 to 44 years 32 +/-29 102 +/-87 61 45 to 54 years 9 +/-16 0 +/-17 10 55 to 59 years 12 +/-18 0 +/-17 0 60 to 64 years 0 +/-12 0 +/-17 0 65 years and over 0 +/-12 0 +/-17 0 Worked at home: 172 +/-62 132 +/-108 79 16 to 19 years 0 +/-12 0 +/-17 0 20 to 24 years 22 +/-28 0 +/-17 0 25 to 44 years 31 +/-24 78 +/-78 33 45 to 54 years 68 +/-37 27 +/-39 18 55 to 59 years 0 +/-12 0 +/-17 8 60 to 64 years 33 +/-31 0 +/-17 20 65 years and over 18 +/-21 27 +/-41 0
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Census Tract1026, ArlingtonCounty, Virginia
Census Tract 1027.01, ArlingtonCounty, Virginia
Census Tract 1032, ArlingtonCounty, Virginia
Margin of Error Estimate Margin of Error Estimate Margin of ErrorTotal: +/-236 2,530 +/-247 3,982 +/-531 16 to 19 years +/-50 56 +/-52 87 +/-79 20 to 24 years +/-44 107 +/-107 220 +/-128 25 to 44 years +/-187 1,599 +/-251 2,578 +/-472 45 to 54 years +/-111 443 +/-135 542 +/-191 55 to 59 years +/-57 135 +/-48 256 +/-160 60 to 64 years +/-93 123 +/-70 148 +/-97 65 years and over +/-39 67 +/-47 151 +/-98 Car, truck, or van - drove alone: +/-209 1,459 +/-224 2,290 +/-391 16 to 19 years +/-19 33 +/-38 70 +/-71 20 to 24 years +/-37 49 +/-55 104 +/-68 25 to 44 years +/-150 966 +/-200 1,448 +/-284 45 to 54 years +/-108 208 +/-91 309 +/-164 55 to 59 years +/-52 84 +/-44 167 +/-114 60 to 64 years +/-91 65 +/-50 137 +/-99 65 years and over +/-32 54 +/-43 55 +/-51 Car, truck, or van - carpooled: +/-86 38 +/-38 350 +/-151 16 to 19 years +/-32 0 +/-12 0 +/-17 20 to 24 years +/-12 6 +/-12 0 +/-17 25 to 44 years +/-53 24 +/-24 267 +/-135 45 to 54 years +/-26 8 +/-14 33 +/-38 55 to 59 years +/-11 0 +/-12 0 +/-17 60 to 64 years +/-19 0 +/-12 0 +/-17 65 years and over +/-12 0 +/-12 50 +/-67 Public transportation (excluding taxicab): +/-92 837 +/-169 711 +/-248 16 to 19 years +/-17 23 +/-37 17 +/-29 20 to 24 years +/-12 47 +/-50 47 +/-45 25 to 44 years +/-79 474 +/-144 520 +/-222 45 to 54 years +/-23 219 +/-98 64 +/-50 55 to 59 years +/-18 32 +/-36 34 +/-39 60 to 64 years +/-9 42 +/-46 1 +/-4 65 years and over +/-19 0 +/-12 28 +/-43 Walked: +/-28 100 +/-77 31 +/-47 16 to 19 years +/-12 0 +/-12 0 +/-17 20 to 24 years +/-28 0 +/-12 0 +/-17 25 to 44 years +/-12 68 +/-61 0 +/-17 45 to 54 years +/-12 0 +/-12 0 +/-17 55 to 59 years +/-12 8 +/-11 31 +/-47 60 to 64 years +/-12 16 +/-21 0 +/-17 65 years and over +/-12 8 +/-14 0 +/-17 Taxicab, motorcycle, bicycle, or other means: +/-50 34 +/-40 153 +/-113 16 to 19 years +/-12 0 +/-12 0 +/-17 20 to 24 years +/-12 0 +/-12 61 +/-91 25 to 44 years +/-47 23 +/-35 92 +/-70 45 to 54 years +/-15 0 +/-12 0 +/-17 55 to 59 years +/-12 11 +/-17 0 +/-17 60 to 64 years +/-12 0 +/-12 0 +/-17 65 years and over +/-12 0 +/-12 0 +/-17 Worked at home: +/-53 62 +/-61 447 +/-206 16 to 19 years +/-12 0 +/-12 0 +/-17 20 to 24 years +/-12 5 +/-11 8 +/-21 25 to 44 years +/-36 44 +/-52 251 +/-150 45 to 54 years +/-22 8 +/-13 136 +/-125 55 to 59 years +/-11 0 +/-12 24 +/-37 60 to 64 years +/-33 0 +/-12 10 +/-15 65 years and over +/-12 5 +/-10 18 +/-21
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Data are based on a sample and are subject to sampling variability. The degree of uncertainty for an estimate arising from sampling variability isrepresented through the use of a margin of error. The value shown here is the 90 percent margin of error. The margin of error can be interpretedroughly as providing a 90 percent probability that the interval defined by the estimate minus the margin of error and the estimate plus the margin oferror (the lower and upper confidence bounds) contains the true value. In addition to sampling variability, the ACS estimates are subject tononsampling error (for a discussion of nonsampling variability, see Accuracy of the Data). The effect of nonsampling error is not represented in thesetables.
Workers include members of the Armed Forces and civilians who were at work last week.
While the 2012-2016 American Community Survey (ACS) data generally reflect the February 2013 Office of Management and Budget (OMB)definitions of metropolitan and micropolitan statistical areas; in certain instances the names, codes, and boundaries of the principal cities shown inACS tables may differ from the OMB definitions due to differences in the effective dates of the geographic entities.
Estimates of urban and rural population, housing units, and characteristics reflect boundaries of urban areas defined based on Census 2010 data. Asa result, data for urban and rural areas from the ACS do not necessarily reflect the results of ongoing urbanization.
Source: U.S. Census Bureau, 2012-2016 American Community Survey 5-Year Estimates
Explanation of Symbols:
1. An '**' entry in the margin of error column indicates that either no sample observations or too few sample observations were available tocompute a standard error and thus the margin of error. A statistical test is not appropriate. 2. An '-' entry in the estimate column indicates that either no sample observations or too few sample observations were available to compute anestimate, or a ratio of medians cannot be calculated because one or both of the median estimates falls in the lowest interval or upper interval of anopen-ended distribution. 3. An '-' following a median estimate means the median falls in the lowest interval of an open-ended distribution. 4. An '+' following a median estimate means the median falls in the upper interval of an open-ended distribution. 5. An '***' entry in the margin of error column indicates that the median falls in the lowest interval or upper interval of an open-ended distribution. Astatistical test is not appropriate. 6. An '*****' entry in the margin of error column indicates that the estimate is controlled. A statistical test for sampling variability is not appropriate. 7. An 'N' entry in the estimate and margin of error columns indicates that data for this geographic area cannot be displayed because the number ofsample cases is too small. 8. An '(X)' means that the estimate is not applicable or not available.
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B-5
Columbia Pike-Ballston-Court HouseART 41
LYONVILLAGE
LYONPARK
ARLINGTONVIEW
ARLINGTON HEIGHTS
ALCOVAHEIGHTS
BARCROFT
BLUEMONT
PENROSE
COLUMBIAHEIGHTS
ASHTONHEIGHTS
COLUMBIA HEIGHTS
WEST
DOUGLASPARK
NAUCK
ARLINGTONFOREST
COLONIALVILLAGE
ROSSLYN
50
2929
50
66
66
66
395
120
120
27
244
Central Lib.
Ballston CommonMall
FortMyer
Iwo JimaMemorial
Washington-Lee H.S.
Wakefield H.S.
ArlingtonNationalCemetery
Army-NavyCountry
Club
Glencarlyn Park
ThomasJefferson
M.S.
UrgentCare
Walter ReedCommunity
Center
NORTH
Court House
Clarendon
Ballston-MU
Virginia Sq-GMU
3
2
4
1
N. Barton St.
CourthouseRd.
Lee Hwy.
Quincy St.
Washington Blvd.
Randolph St.
Ft. Myer D
r.
Fillmore St.
Washington Blvd.
Wal
ter R
eed
Dr.
Four Mile Run Dr.Carlin Springs
Rd.
Dinwiddie
St.Frederick
St.
Arlington Blvd.
George Mason Dr.
Mason
Dr.
George
Columbia Pike
7th Rd.
FAIRFAX CO.
Pershing Dr.
Wilson Blvd.
Rhodes St.
Wilson Blvd.
Carlin Springs Rd.
Wilson Blvd.Fairfax D
r.
Clarendon Blvd.
Schematic map — not to scale
N. Glebe Rd.
S. Glebe Rd.
Effective July 6, 2015
Regular Fares can also be paid with a 7 Day Regional Bus Pass (loaded on SmarTrip), a gold ART token, or a green iRide token. You can buy tokens or purchase SmarTrip cards and add value or a 7 day pass to them at any Commuter Store or Mobile Commuter Store, or online at commuterdirect.com.
Transfers Using SmarTrip Card*
K-12 students receive the $1.00 student fare only when paying with cash, a green iRide token or a Student iRide SmarTrip card.Transfer costs between ART and other transit systems may vary for using the Student iRide SmarTrip card.
Cash Fare w/ ART to Metrorail ART to ART or ARTFare SmarTrip Card or Metrorail to ART to/from Metrobus
$2.00 $2.00 50¢ discount Free
$1.00 $1.00 50¢ discount Free
$1.00 $1.00 50¢ discount Free
$1.00
ART 41 FARES Adults
Senior Citizens (ages 65+)
People w/Disabilities (w/WMATA ID or Medicare card)
K-12 Students (w/school ID)
*TRANSFERS MUST BE MADE WITHIN 2 HOURS.
Transbordos usando tarjeta SmarTrip*
TARIFAS ART 41 Adultos
Adultos mayores (65 años a más)
Personas con discapacidad (con identificación WMATA o tarjeta Medicare)
Estudiantes jardín a 12 grado (con ID estudiante)
Estudiantes desde jardín infante hasta 12 grado pagan tarifa de estudiante de $1 en ART cuando pagan en efectivo, con tarjeta iRide SmarTrip color verde o iRide token color verde. Costo de transbordos entre ART y otros servicios de transporte pueden variar con tarjeta iRide SmarTrip.
Tarifa Tarifa con ART a Metrorail ART a ART o ARTRegular SmarTrip o Metrorail a ART a/desde Metrobus
$2.00 $2.00 50¢ de descuento gratis
$1.00 $1.00 50¢ de descuento gratis
$1.00 $1.00 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).
*This trip starts at Columbia Pike & Greenbrier 5 minutes earlier
*Este horario empieza 5 minutos antes en Columbia Pike y Greenbrier
Bold Shaded numerals are PM Times
Números sombreados en negrita son horas PM
Bold Shaded numerals are PM Times
Números sombreados en negrita son horas PM
B-8
NOTE: On Saturdays, 8 am - 6 pm, Timepoint 1 will be located infront of the Court House Metro station on Clarendon Blvd at S. Uhle St.
NOTA: Sábados de 8 a.m. a 6 p. m., El punto de tiempo 1 se ubicará en frente de la estación de metro Court House en Clarendon Blvd a la altura de S. Uhle St.
Check for Snowflakes!ART bus flags with a blue snowflake in the upper corner will be in service during severe weather conditions.
¡Busque los copos de nieve!Las paradas del autobús ART con un copo de nieve azul en el ángulo superior funcionarán durante condiciones climáticas inclementes.
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 $1.00 50¢ discount Free
$1.00 $1.00 50¢ discount Free
$1.00
ART 45 FARES Adults
Senior Citizens (ages 65+)
People w/Disabilities (w/WMATA ID or Medicare card)
K-12 Students (w/school ID)
Transbordos usando tarjeta SmarTrip*
TARIFAS ART 45 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 $1.00 50¢ de descuento gratis
$1.00 $1.00 50¢ de descuento gratis
$1.00
*TRANSFERS MUST BE MADE WITHIN 2 HOURS.
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).
Monday – Friday: 6:00 am – 10:54 pmSaturday: 7:00 am – 11:54 pm
ART 77 does not operate on these Arlington County holidays: New Year’s Day, Memorial Day, Independence
Day, Labor Day, Thanksgiving Day, Christmas Day
ART 77 operates on a Saturday schedule on these Arlington County holidays: Martin Luther King, Jr. Day, Presidents’ Day, Columbus Day, Veterans’ Day, Day After Thanksgiving
Check for Snowflakes!
ART bus flags with a blue snowflake in the upper corner will be in service during severe weather conditions.
Follow ART! “Like” ART on Facebook and follow our latest tweets at twitter.com/art_alert
ART buses on this route are fully ADA accessible with wheelchair ramps, priority seating and audible stop announcements. Arlington County Government provides accommodations for qualified individuals with disabilities as described in the Americans with Disabilities Act. To arrange for an accommodation, please call 703-228-RIDE (703-228-7433), TDD: 711, or email [email protected].
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 $1.00 50¢ discount Free
$1.00 $1.00 50¢ discount Free
$1.00
ART 77 FARES Adults
Senior Citizens (ages 65+)
People w/Disabilities (w/WMATA ID or Medicare card)
K-12 Students (w/school ID)
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 MUST BE MADE WITHIN 2 HOURS.
Transbordos usando tarjeta SmarTrip*
TARIFAS ART 77 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 $1.00 50¢ de descuento gratis
$1.00 $1.00 50¢ de descuento gratis
$1.00
*LAS TRANSFERENCIAS DEBEN HACERSE DENTRO DE 2 HORAS.
Las tarifas regulares también se pueden pagar con un Pase de Bus Regional de 7 Días (cargado en SmarTrip), un token dorado ART o un token verde iRide. Puede comprar pases o tarjetas SmarTrip y cargarles dinero o un pase de 7 días en cualquier tienda Commuter Store o Mobile Commuter Store, o en Internet en commuterdirect.com (en inglés).B-18
A District of Columbia, Maryland and Virginia Transit Partnership
How to use this timetable
➤ Use the map to find the stops closest to where you will get on and off the bus.
➤ Select the schedule (Weekday, Saturday, Sunday) for when you will travel. Along the top of the schedule, find the stop at or nearest the point where you will get on the bus. Follow that column down to the time you want to leave.
➤ Use the same method to find the times the bus is scheduled to arrive at the stop where you will get off the bus.
➤ If the bus stop is not listed, use the time shown for the bus stop before it as the time to wait at the stop.
➤ The end-of-the-line or last stop is listed
in ALL CAPS on the schedule.
Cómo Usar este Horario ➤ Use este mapa para localizar las
paradas más cercanas a donde se subirá y bajará del autobús.
➤ Seleccione el horario (Entre semana, sábado, domingo) de cuando viajará. A lo largo de la parte superior del horario, localice la parada o el punto más cercano a la parada en la que se subirá al autobús. Siga esa columna hacia abajo hasta la hora en la que desee salir.
➤ Utilice el mismo método para localizar las horas en que el autobús está programado para llegar a la parada en donde desea bajarse del autobús.
➤ Si la parada del autobús no está listada use la hora que se muestra en la parada anterior como la hora de espera en la parada.
➤ El final de la ruta o la última par-ada del autobús aparece en letras MAYÚSCULAS en el horario.
Effective 6-25-17
Serves these locations- Brinda servicio a estas ubicaciones
l Huntington Station (10A)
l Hunting Point (10B,E)
l Downtown Alexandria (10A,B,E)
l Braddock Road station (10A,B)
l Del Ray (10A,B)
l Arlandria (10A,B)
l South Arlington (10A,B)
l Ronald Reagan Washington National Airport*
(10N – late night Fri. & Sat. early morning Sun.)
l Crystal City* (10N – late night Fri. & Sat. early
morning Sun.)
l Pentagon City* (10A – 15th & Joyce Sts., 10N –
late night Fri. & Sat. early morning Sun.)
l Pentagon station (10A,E,N)
l Rosslyn station (10E – Ft. Myer Dr.
& Wilson Blvd.)
l Arna Valley (10B)
l Parkfairfax (10B)
l Shirlington Transit Center (10B)
l Buckingham (10B)
l Ballston Common (10B)
l Ballston-MU station (10B)
*10N late night Friday & Saturday, early morning Sunday
10A,E,N - Alexandria-Pentagon Line
B - Hunting Point-Ballston Line
B-22
Page 2 of 14
FT M
YE
R D
R
Guaranteed Ride HomeWhen you take Metrobus or Metrorail to work,you are eligible to participate in the free Commuter Connection Guaranteed Ride Home Program.The program will get you home in the event of a personal emergency or unscheduled overtime.To register and to receive program details, callCommuter Connection at 1-800-745-RIDE.
❍ — Trip operates Friday only. Los autobuses funcionan solamente el viernes.
B-25
Page 5 of 14
10A,E,N - Alexandria-Pentagon LineB - Hunting Point-Ballston Line
Alexandria-Pentagon Line
RouteNumber
Hunting-ton
(North)
Washing-ton&
KingSts.
BraddockRd.
MountVernon
&HumeAves.
MountVernon
&Executive
Aves.
Reagan National Airport (Upper Rdwy-
Gate B)
S.23rd
&FernSts.
Crystal Dr. &
18th St. S. (Crystal
City)
Pentagon City
(S Hayes & 12th)
PENTA-GON
On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Me-trobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate.
Northbound To Pentagon stationSaturday — En sábados
After Midnight Service — Servicio después de la medianoche 10B 12:45 12:50 12:57 1:02 1:05 1:14 1:23 1:33
B-31
Page 11 of 14
10A,E,N - Alexandria-Pentagon LineB - Hunting Point-Ballston Line
Hunting Point - Ballston Line
RouteNumber
Ballston-MU
WalterReedDr. &
ColumbiaPike
Shirlington Transit Center
MountVernon
&Executive
Aves.
MountVernon
&HumeAves.
BraddockRd.
Washington &
KingSts.
S. Wash-ington St.
&entrance
toHUNTiNG
POiNT
On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Me-trobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate.
After Midnight Service — Servicio después de la medianoche 10B 12:45 12:56 1:04 1:15 1:18 1:23 1:29 1:34
B-32
Page 12 of 14
10A,E,N - Alexandria-Pentagon LineB - Hunting Point-Ballston Line
Hunting Point - Ballston Line
RouteNumber
S. Wash-ington St.
&entrance
toHunting
Point
Washington &
KingSts.
BraddockRd.
MountVernon
&HumeAves.
MountVernon
&Executive
Aves.
Shirlington Transit Center
WalterReedDr.&
ColumbiaPike
BALLSTON-MU
On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Me-trobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate.
Northbound to Ballston-MU stationSaturday — En sábados
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.
16A,B,E,J,PColumbia Pike Line
Effective 6-25-17
Serves these locations- Brinda servicio a estas ubicaciones
l Annandale (16A,B,E)
l Culmore (16B,E,J,P)
l Baileys Crossroads
l U.S. Air Force Memorial
l Pentagon City station (16E,P)
l Pentagon station
l Franklin Square (16E Late Night Only)
See separate timetable for 16L
B-36
Page 2 of 10
WALTER
AM
ER
IC
ANA DR
GLEN CARLYN DR
BACKLICK RD
RAVENSWORTH RD
CARLIN SPRIN
GS RD
PENTAGON
U.S. AIR FORCE MEMORIAL
FRANKLINSQUARE
14th STREET BRIDGE
CULMORE
ANNANDALE
EADS ST
ORME ST
AR
MY
NA
VY
D
R
JOYCE ST
WASHIINGTON B
LVD
SCOTT ST
EDGEWOOD ST
REED DR
SOUTH
GLEBE RD
CO
LUM
BIA
PIK
E
GEORGE MASON DR
BUCHANAN ST
FOUR MIL
E RUN D
R
JEFFERSON ST
LEES
BURG
DA
WE
S AV
E
VIST
A
DRK
NOL
LWOO
D DR
LAKE ST
(RT
7)
(RT
7)
TYLER ST
LINCOLNIA
RD
CO
LUM
BIA
PIK
E JOHNMARR DR
LITT
LE R
IVE
R T
NP
K
HERITAGE DRPATRIOT DR
(RT
236
)
MEDFORD DR
EVERGREEN
LA
PIKE
HAYES STPENTAGON
STATION
PENTAGON CITYSTATION
14th ST
I S
T 13th ST
K S
T
Guaranteed Ride HomeWhen you take Metrobus or Metrorail to work,you are eligible to participate in the free Commuter Connection Guaranteed Ride Home Program.The program will get you home in the event of a personal emergency or unscheduled overtime.To register and to receive program details, callCommuter Connection at 1-800-745-RIDE.
On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate except those marked u. En los días festivos federales, Día de la Raza, Día del Veterano, Día de Martin Luther King y Día de los Presidentes Metro-bus proveerá servicio de autobús suplementario de los sábados. En estos días festivos, los servicios de los sábados operarán excepto los que tienen la marca u.
After Midnight Service — Servicio después de la medianoche u 16E - - - - - 12:07 - 12:13 12:16 12:18 12:22 12:26 12:32 12:38 12:50 u 16E - - - - - 1:07 - 1:13 1:16 1:18 1:22 1:26 1:32 1:38 1:50 u 16E - - - - - 2:07 - 2:13 2:16 2:18 2:22 2:26 2:32 2:38 2:50
B-42
Page 8 of 10
16A,B,E,J,P - Columbia Pike Line
Saturday — En sábados
RouteNumber
I &
13th Sts. NW
(Frank-lin Sq)
Penta-gon
Penta-gonCity
Colum-biaPike&
OrmeSt.
Colum-biaPike&
WalterReed Dr.
Colum-biaPike&
GeorgeMason
Dr.
Colum-biaPike&
Bucha-nanSt.
Colum-biaPike&
CarlinSprings
Rd
Lees-burgPike&
Jeffer-sonSt.
GlenCarlyn
&VistaDrs.
(CUL-MORE)
Lake&
TylerSts.
Colum-bia Pike&
Lincol-nia Rd.
John Marr Dr.&
Colum-biaPike
Rt.236 & Med-fordDr.
Patriot& Ameri-
canaDrs.(AN-NAN-DALE)
Westbound To Culmore/Annandale
On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate except those marked u. En los días festivos federales, Día de la Raza, Día del Veterano, Día de Martin Luther King y Día de los Presidentes Metro-bus proveerá servicio de autobús suplementario de los sábados. En estos días festivos, los servicios de los sábados operarán excepto los que tienen la marca u.
After Midnight Service — Servicio después de la medianoche 16E/ - 12:00 12:06 12:12 12:14 12:18 12:20 12:24 - 12:31 - - - - - 16E/ - 12:30 12:36 12:42 12:44 12:48 12:50 12:54 - 1:01 - - - - -
RouteNumber
I &
13th Sts. NW
(Franklin Sq)
Penta-gon
Penta-gonCity
Colum-biaPike&
OrmeSt.
Colum-biaPike&
WalterReed Dr.
Colum-biaPike&
GeorgeMason
Dr.
Colum-biaPike&
Bucha-nanSt.
Colum-biaPike&
CarlinSprings
Rd.
Lees-burgPike&
Jeffer-sonSt.
GlenCarlyn
&VistaDrs.
(CUL-MORE)
Lake&
TylerSts.
Colum-biaPike&
Lin-colniaRd.
John Marr Dr. &
Colum-bia Pike
Rt. 236 &
Medford Dr.
Patriot&
Ameri-cana Drs.(AN-NAN-DALE)
B-45
Page 1 of 10
Washington Metropolitan Area Transit Authority
A District of Columbia, Maryland and Virginia Transit Partnership
How to use this timetable
➤ Use the map to find the stops closest to where you will get on and off the bus.
➤ Select the schedule (Weekday, Saturday, Sunday) for when you will travel. Along the top of the schedule, find the stop at or nearest the point where you will get on the bus. Follow that column down to the time you want to leave.
➤ Use the same method to find the times the bus is scheduled to arrive at the stop where you will get off the bus.
➤ If the bus stop is not listed, use the time shown for the bus stop before it as the time to wait at the stop.
➤ The end-of-the-line or last stop is listed
in ALL CAPS on the schedule.
Cómo Usar este Horario ➤ Use este mapa para localizar las
paradas más cercanas a donde se subirá y bajará del autobús.
➤ Seleccione el horario (Entre semana, sábado, domingo) de cuando viajará. A lo largo de la parte superior del horario, localice la parada o el punto más cercano a la parada en la que se subirá al autobús. Siga esa columna hacia abajo hasta la hora en la que desee salir.
➤ Utilice el mismo método para localizar las horas en que el autobús está programado para llegar a la parada en donde desea bajarse del autobús.
➤ Si la parada del autobús no está listada use la hora que se muestra en la parada anterior como la hora de espera en la parada.
➤ El final de la ruta o la última par-ada del autobús aparece en letras MAYÚSCULAS en el horario.
Effective 4-24-16
Serves these locations- Brinda servicio a estas ubicaciones
Guaranteed Ride HomeWhen you take Metrobus or Metrorail to work,you are eligible to participate in the free Commuter Connection Guaranteed Ride Home Program.
The program will get you home in the event of a personal emergency or unscheduled overtime.
To register and to receive program details, callCommuter Connection at 1-800-745-RIDE.
(2/97)
B-47
Page 3 of 10
16G,H,KColumbia Heights West - Pentagon City Line
✱ — After 5:41 AM see westbound schedule for trip times through Columbia Heights West. Additional trip starts at Carlin Springs Rd. at 6:26 PM.
l — See eastbound schedule for service through Columbia Heights West before 5:50 AM. Note: For service via Pentagon City station after 11 PM see Route 16E - Columbia Pike Line.Nota: Para obtener servicio por la estación de Pentagon City después de las 11 PM, vea la Ruta 16E - de la línea Columbia Pike.
l — See eastbound schedule for service through Columbia Heights West before 5:50 AM. Note: For service via Pentagon City station after 11 PM see Route 16E - Columbia Pike Line.Nota: Para obtener servicio por la estación de Pentagon City después de las 11 PM, vea la Ruta 16E - de la línea Columbia Pike.
✱ — After 5:48 AM see westbound schedule for trip times through Co-lumbia Heights West. Additional trips start at Carlin Springs Rd. at 7:26 and 9:12 AM.
Note: Route 16K serves Pentagon City at stops on Army-Navy Drive at Hayes Street.
Nota: La ruta 16K sirve Pentagon City con paradas en Army-Drive Drive cerca de la calle Hayes.
Note: For service via Pentagon City station after 11 PM see Route 16E - Columbia Pike Line.
Nota: Para obtener servicio por la estación de Pentagon City después de las 11 PM, vea la Ruta 16E - de la línea Columbia Pike.
On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemen-tal schedule. On these holidays, all Saturday trips will operate.
Route Number
Carlin
Springs Rd. & Colum-bia Pike
✱
Greenbrier St. & 8th
Rd.✱
Dinwiddie & 9th Sts.
Columbia Pike &
Buchanan St.
Columbia Pike & George
Mason Dr.
Columbia Pike & Walter
Reed Dr.
Columbia Pike &
Orme St.
PENTA-GON CITY
PENTA-GON
Eastbound To Pentagon/Pentagon City stationsSaturday — En sábados
l — See eastbound schedule for service through Columbia Heights West before 6:05 AM.
On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate.
Route Number
Pentagon Pentagon
City Columbia Pike &
Orme St.
Columbia Pike & Walter
Reed Dr.
Columbia Pike & George
Mason Dr.
Columbia Pike &
Buchanan St.
Carlin Springs Rd. & Colum-bia Pike
l
Greenbrier St. &
8th Rd. l
Dinwiddie & 9th Sts.(COLUM-BIA HTS WEST)
l
Westbound To Columbia Heights WestSaturday — En sábados
l — See eastbound schedule for service through Columbia Heights West before 6:34 AM.Note: Route 16K serves Pentagon City at stops on Army-Navy Drive at Hayes Street.Nota: La ruta 16K sirve Pentagon City con paradas en Army-Drive Drive cerca de la calle Hayes. Note: For service via Pentagon City station after 10 PM see Route 16E - Columbia Pike Line.Nota: Para obtener servicio por la estación de Pentagon City después de las 10 PM, vea la Ruta 16E - de la línea
Columbia Pike.Note: For additional Sunday service via Pentagon City see Route 16P - Columbia Pike Line.
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
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.
APPENDIX C PEAK HOUR VEHICULAR, PEDESTRIAN, & BICYCLE COUNTS
Westmont Shopping Center South Glebe Road - 1207298 Thursday South Glebe Road - 120S.Glebe Rd. & 7th Street S. clear 7th Street SouthArlington County,VA Amela & Teuta 7th Street South
aganNorth East
& & TotalRight Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West
Westbound Northbound Eastbound7th Street South South Glebe Road - 120
W+A JOB NO: INTERSECTION:
NORTHBOUND ROAD: WESTBOUND ROAD:
DAY:
PeriodSouth Glebe Road - 120
LOCATION: EASTBOUND ROAD: COUNTED BY: INPUTED BY:
Time 7th Street SouthSouthbound
C-1
Westmont Shopping Center DATE: South Glebe Road - 1207298 DAY: Thursday South Glebe Road - 120S.Glebe Rd. & 7th Street S. WEATHER: clear 7th Street SouthArlington County,VA COUNTED BY: Teuta 7th Street South
INPUTED BY: aganNorth East
& & TotalRight Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West
Time 9th Street SSouthbound Westbound Northbound Eastbound
9th Street S S Glebe Rd
W+A JOB NO: INTERSECTION:
NORTHBOUND ROAD: WESTBOUND ROAD:
DAY: WEATHER:
Wells + Associates, Inc.McLean, Virginia
Turning Movement Count - All Vehicles
PROJECT: SOUTHBOUND ROAD: 11/1/2017DATE:
C-4
Westmont Shopping Center DATE: S Glebe Rd7298 DAY: Wednesday S Glebe RdS Glebe Rd & 9th Street S WEATHER: clear 9th Street SArlington COUNTED BY: Laura 9th Street S
INPUTED BY: JoseNorth East
& & TotalRight Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West
Time 9th Street SSouthbound Westbound Northbound Eastbound
9th Street S S Highland St
W+A JOB NO: INTERSECTION:
NORTHBOUND ROAD: WESTBOUND ROAD:
DAY: WEATHER:
Wells + Associates, Inc.McLean, Virginia
Turning Movement Count - All Vehicles
PROJECT: SOUTHBOUND ROAD: 11/1/2017DATE:
C-7
Westmont Shopping Center DATE: S Highland St7298 DAY: Wednesday S Highland StS Highland St & 9th Street S WEATHER: clear 9th Street SArlington COUNTED BY: Victor 9th Street S
INPUTED BY: JoseNorth East
& & TotalRight Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West
Westmont Shopping Center South Monroe Street7298 Thursday South Monroe StreetColumbia Pike & S. Monroe St. clear Columbia Pike - 244Arlington County,VA Gina & Irma Columbia Pike - 244
aganNorth East
& & TotalRight Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West
Westbound Northbound EastboundColumbia Pike - 244 South Monroe Street
W+A JOB NO: INTERSECTION:
NORTHBOUND ROAD: WESTBOUND ROAD:
DAY:
PeriodSouth Monroe Street
LOCATION: EASTBOUND ROAD: COUNTED BY: INPUTED BY:
Time Columbia Pike - 244Southbound
C-10
Westmont Shopping Center DATE: South Monroe Street7298 DAY: Thursday South Monroe StreetColumbia Pike & S. Monroe St. WEATHER: clear Columbia Pike - 244Arlington County,VA COUNTED BY: Irma Columbia Pike - 244
INPUTED BY: aganNorth East
& & TotalRight Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West
Westmont Shopping Center South Highland Street7298 Thursday South Highland StreetColumbia Pike & S.Highland St. clear Columbia Pike - 244Arlington County,VA Ivan & Jose Columbia Pike - 244
aganNorth East
& & TotalRight Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West
Westbound Northbound EastboundColumbia Pike - 244 South Highland Street
W+A JOB NO: INTERSECTION:
NORTHBOUND ROAD: WESTBOUND ROAD:
DAY:
PeriodSouth Highland Street
LOCATION: EASTBOUND ROAD: COUNTED BY: INPUTED BY:
Time Columbia Pike - 244Southbound
C-19
Westmont Shopping Center DATE: South Highland Street7298 DAY: Thursday South Highland StreetColumbia Pike & S.Highland St. WEATHER: clear Columbia Pike - 244Arlington County,VA COUNTED BY: Ivan Columbia Pike - 244
INPUTED BY: aganNorth East
& & TotalRight Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West
Westmont Shopping Center South Walter Reed Drive7298 Thursday South Walter Reed DriveColumbia Pike & S. Walter Reed Dr. clear Columbia Pike - 244Arlington County,VA Maria,Anita & Mina Columbia Pike - 244
aganNorth East
& & TotalRight Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West
Time Columbia Pike - 244Southbound Westbound Northbound Eastbound
Columbia Pike - 244 South Walter Reed Drive
W+A JOB NO: INTERSECTION:
NORTHBOUND ROAD: WESTBOUND ROAD:
DAY: WEATHER:
Wells + Associates, Inc.McLean, Virginia
Turning Movement Count - All Vehicles
PROJECT: SOUTHBOUND ROAD: 9/14/2017DATE:
C-22
Westmont Shopping Center DATE: South Walter Reed Drive7298 DAY: Thursday South Walter Reed DriveColumbia Pike & S. Walter Reed Dr. WEATHER: clear Columbia Pike - 244Arlington County,VA COUNTED BY: Anita Columbia Pike - 244
INPUTED BY: aganNorth East
& & TotalRight Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West
Westmont Shopping Center South Glebe Road - 1207298 Thursday South Glebe Road - 120S.Glebe Rd. & 12th Street S. clear 12th Street SouthArlington County,VA Victor & Mira 12th Street South
aganNorth East
& & TotalRight Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West
Time 12th Street SouthSouthbound Westbound Northbound Eastbound
12th Street South South Glebe Road - 120
W+A JOB NO: INTERSECTION:
NORTHBOUND ROAD: WESTBOUND ROAD:
DAY: WEATHER:
Wells + Associates, Inc.McLean, Virginia
Turning Movement Count - All Vehicles
PROJECT: SOUTHBOUND ROAD: 9/14/2017DATE:
C-25
Westmont Shopping Center DATE: South Glebe Road - 1207298 DAY: Thursday South Glebe Road - 120S.Glebe Rd. & 12th Street S. WEATHER: clear 12th Street SouthArlington County,VA COUNTED BY: Victor 12th Street South
INPUTED BY: aganNorth East
& & TotalRight Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West
Westmont Shopping Center South Glebe Road - 1207298 Thursday South Glebe Road - 120S.Glebe Rd. & Site Entr. clear Site EntranceArlington County,VA Majda 0
aganNorth East
& & TotalRight Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF Right Thru Left Total PHF South West
Maximum 1 0 Maximum 2 0Average 0.0662983 #DIV/0! Average 0.121547 #DIV/0!
1
Wells & Associates, LLC McLean, Virginia
C-45
Westmont Shopping Center August 13, 2018
APPENDIX D LOS DESCRIPTIONS
Level of Service for Signalized Intersections Level of service for signalized intersections is defined in terms of delay, which is a measure of driver discomfort and frustration, fuel consumption, and lost travel time. Specifically, level-of-service (LOS) criteria are stated in terms of the average stopped delay per vehicle for a 15-min analysis period. The criteria are given in Exhibit 16-2. Delay may be measured in the field or estimated using procedures presented later in this chapter. Delay is a complex measure and is dependent on a number of variables, including the quality of progression, the cycle length, the green ratio, and the v/c ratio for the lane group in question. LOS A describes operations with very low delay, up to 10 sec per vehicle. This level of service occurs when progression is extremely favorable and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay. LOS B describes operations with delay greater than 10 and up to 20 sec per vehicle. This level generally occurs with good progression, short cycle lengths, or both. More vehicles stop than with LOS A, causing higher levels of average delay. Exhibit 16-2. Level-of-Service Criteria for Signalized Intersections
LEVEL OF SERVICE STOPPED DELAY PER VEHICLE (SEC)
A <10.0
B > 10.0 and <20.0
C > 20.0 and < 35.0
D > 35.0 and < 55.0
E > 55.0 and < 80.0
F >80.0
LOS C describes operations with delay greater than 20 and up to 35 sec per vehicle. These higher delays may result from fair progression, longer cycle lengths, or both. Individual cycle failures may begin to appear at this level. The number of vehicles stopping is significant at this level, though many still pass through the intersection without stopping. LOS D describes operations with delay greater than 35 and up to 55 sec per vehicle. At level D, the influence of congestion becomes more noticeable. Longer delays may result from some combination of unfavorable progression, long cycle lengths, or high v/c ratios. Many vehicles stop, and the proportion of vehicles not stopping declines. Individual cycle failures are noticeable. LOS E describes operations with delay greater than 55 and up to 80 sec per vehicle. This level is considered by many agencies to be the limit of acceptable delay. These high delay values generally indicate poor progression, long cycle lengths, and high v/c ratios. Individual cycle failures are frequent occurrences. LOS F describes operations with delay in excess of 80 sec per vehicle. This level, considered to be unacceptable to most drivers, often occurs with oversaturation, that is, when arrival flow rates exceed the capacity of the intersection. It may also occur at high v/c ratios below 1.0 with many individual cycle failures. Poor progression and long cycle lengths may also be major contributing causes to such delay levels. Source: Highway Capacity Manual, 2000. Transportation Research Board, National Research Council
D-1
Level of Service Criteria for Stop Sign Controlled Intersections The level of service criteria are given in Table 17-2. As used here, control delay is defined as the total elapsed time from the time a vehicle stops at the end of the queue until the vehicle departs from the stop line; this time includes the time required for the vehicle to travel from the last-in-queue position to the first-in-queue position, including deceleration of vehicles from free-flow speed to the speed of vehicles in queue. The average total delay for any particular minor movement is a function of the service rate or capacity of the approach and the degree of saturation. . . . Table 17-2. Level of Service Criteria for TWSC Intersections
LEVEL OF SERVICE AVERAGE CONTROL DELAY (sec/veh)
A < 10
B > 10 and < 15
C > 15 and < 25
D > 25 and < 35
E > 35 and < 50
F > 50
Average total delay less than 10 sec/veh is defined as Level of Service (LOS) A. Follow-up times of less than 5 sec have been measured when there is no conflicting traffic for a minor street movement, so control delays of less than 10 sec/veh are appropriate for low flow conditions. To remain consistent with the AWSC intersection analysis procedure described later in this chapter, a total delay of 50 sec/veh is assumed as the break point between LOS E and F. The proposed level of service criteria for TWSC intersections are somewhat different from the criteria used in Chapter 16 for signalized intersections. The primary reason for this difference is that drivers expect different levels of performance from different kinds of transportation facilities. The expectation is that a signalized intersection is designed to carry higher traffic volumes than an unsignalized intersection. Additionally, several driver behavior considerations combine to make delays at signalized intersections less onerous than at unsignalized intersections. For example, drivers at signalized intersections are able to relax during the red interval, where drivers on the minor approaches to unsignalized intersections must remain attentive to the task of identifying acceptable gaps and vehicle conflicts. Also, there is often much more variability in the amount of delay experienced by individual drivers at unsignalized than signalized intersections. For these reasons, it is considered that the total delay threshold for any given level of service is less for an unsignalized intersection than for a signalized intersection. . . . LOS F exists when there are insufficient gaps of suitable size to allow a side street demand to cross safely through a major street traffic stream. This level of service is generally evident from extremely long total delays experienced by side street traffic and by queueing on the minor approaches. The method, however, is based on a constant critical gap size - that is, the critical gap remains constant, no matter how long the side street motorist waits. LOS F may also appear in the form of side street vehicles’ selecting smaller-than-usual gaps. In such cases, safety may be a problem and some disruption to the major traffic stream may result. It is important to note that LOS F may not always result in long queues but may result in adjustments to normal gap acceptance behavior. The latter is more difficult to observe on the field than queueing, which is more obvious. Source: Highway Capacity Manual, 2000. Transportation Research Board, National Research Council
D-2
Westmont Shopping Center August 13, 2018
APPENDIX E EXISITING CONDITIONS SYNCHRO WORKSHEETS
Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Existing Conditions AM
Lane Group EBT WBT NBT SBTLane Group Flow (vph) 356 139 1616 907v/c Ratio 1.10 0.35 0.76 0.72Control Delay 124.7 43.8 20.9 21.1Queue Delay 0.0 0.0 0.0 0.0Total Delay 124.7 43.8 20.9 21.1Queue Length 50th (ft) ~365 102 512 273Queue Length 95th (ft) #545 155 606 342Internal Link Dist (ft) 269 879 1073 493Turn Bay Length (ft)Base Capacity (vph) 325 397 2125 1265Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 1.10 0.35 0.76 0.72
Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
E-1
Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Existing Conditions AM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 156 150 8 5 38 75 4 1494 86 66 711 21Future Volume (vph) 156 150 8 5 38 75 4 1494 86 66 711 21Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.5 6.5 6.0 6.0Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 0.91 0.99 1.00Flt Protected 0.98 1.00 1.00 1.00Satd. Flow (prot) 1583 1471 3503 3506Flt Permitted 0.73 0.98 0.95 0.56Satd. Flow (perm) 1183 1446 3339 1989Peak-hour factor, PHF 0.88 0.88 0.88 0.85 0.85 0.85 0.98 0.98 0.98 0.88 0.88 0.88Adj. Flow (vph) 177 170 9 6 45 88 4 1524 88 75 808 24RTOR Reduction (vph) 0 0 0 0 0 0 0 3 0 0 1 0Lane Group Flow (vph) 0 356 0 0 139 0 0 1613 0 0 906 0Confl. Peds. (#/hr) 1 1 8 5 5 8Confl. Bikes (#/hr) 5 5Parking (#/hr) 5 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 38.5 38.5 89.0 89.0Effective Green, g (s) 38.5 38.5 89.0 89.0Actuated g/C Ratio 0.28 0.28 0.64 0.64Clearance Time (s) 6.5 6.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 325 397 2122 1264v/s Ratio Protv/s Ratio Perm c0.30 0.10 c0.48 0.46v/c Ratio 1.10 0.35 0.76 0.72Uniform Delay, d1 50.8 40.7 18.0 17.1Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 77.9 0.5 2.6 3.5Delay (s) 128.7 41.3 20.6 20.6Level of Service F D C CApproach Delay (s) 128.7 41.3 20.6 20.6Approach LOS F D C C
Intersection SummaryHCM 2000 Control Delay 34.3 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.86Actuated Cycle Length (s) 140.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 105.4% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group
E-2
Westmont Shopping Center2: S. Glebe Rd. & 9th Street S. Existing Conditions AM
Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 25 35 185 60Volume Left 6 18 13 5Volume Right 7 9 30 7cSH 668 631 1527 1315Volume to Capacity 0.04 0.06 0.01 0.00Queue Length 95th (ft) 3 4 1 0Control Delay (s) 10.6 11.0 0.6 0.7Lane LOS B B A AApproach Delay (s) 10.6 11.0 0.6 0.7Approach LOS B B
Intersection SummaryAverage Delay 2.6Intersection Capacity Utilization 24.8% ICU Level of Service AAnalysis Period (min) 15
E-4
Westmont Shopping Center4: S. Monroe St. & Columbia Pike Existing Conditions AM
Lane Group EBT WBT NBT SBTLane Group Flow (vph) 1560 466 311 62v/c Ratio 0.66 0.22 1.05 0.28Control Delay 11.9 4.4 113.6 40.7Queue Delay 0.2 0.0 1.2 0.0Total Delay 12.1 4.4 114.8 40.7Queue Length 50th (ft) 453 40 ~268 35Queue Length 95th (ft) 548 46 #458 75Internal Link Dist (ft) 470 120 549 1095Turn Bay Length (ft)Base Capacity (vph) 2358 2114 296 219Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 212 0 1 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.73 0.22 1.05 0.28
Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
E-5
Westmont Shopping Center4: S. Monroe St. & Columbia Pike Existing Conditions AM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 24 1385 57 17 386 12 55 109 116 11 26 15Future Volume (vph) 24 1385 57 17 386 12 55 109 116 11 26 15Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 3% -1% -1% 0%Total Lost time (s) 6.5 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.98 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 0.99 1.00 0.94 0.96Flt Protected 1.00 1.00 0.99 0.99Satd. Flow (prot) 3449 3436 1712 1534Flt Permitted 0.94 0.84 0.92 0.77Satd. Flow (perm) 3242 2906 1597 1200Peak-hour factor, PHF 0.94 0.94 0.94 0.89 0.89 0.89 0.90 0.90 0.90 0.85 0.85 0.85Adj. Flow (vph) 26 1473 61 19 434 13 61 121 129 13 31 18RTOR Reduction (vph) 0 2 0 0 2 0 0 20 0 0 12 0Lane Group Flow (vph) 0 1558 0 0 464 0 0 291 0 0 50 0Confl. Peds. (#/hr) 16 22 22 16 9 16 16 9Confl. Bikes (#/hr) 4 2 5Bus Blockages (#/hr) 0 0 0 0 13 0 0 0 0 0 0 0Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 94.5 94.5 22.5 22.5Effective Green, g (s) 94.5 94.5 22.5 22.5Actuated g/C Ratio 0.73 0.73 0.17 0.17Clearance Time (s) 6.5 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0 2.0Lane Grp Cap (vph) 2356 2112 276 207v/s Ratio Protv/s Ratio Perm c0.48 0.16 c0.18 0.04v/c Ratio 0.66 0.22 1.05 0.24Uniform Delay, d1 9.3 5.8 53.8 46.4Progression Factor 1.10 0.73 1.00 1.00Incremental Delay, d2 1.4 0.2 69.3 0.2Delay (s) 11.7 4.5 123.1 46.6Level of Service B A F DApproach Delay (s) 11.7 4.5 123.1 46.6Approach LOS B A F D
Intersection SummaryHCM 2000 Control Delay 25.6 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.74Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 89.5% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group
E-6
Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Existing Conditions AM
Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
E-7
Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Existing Conditions AM
Intersection SummaryHCM 2000 Control Delay 38.8 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.90Actuated Cycle Length (s) 130.0 Sum of lost time (s) 16.0Intersection Capacity Utilization 92.8% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group
E-8
Westmont Shopping Center6: S. Highland St. Existing Conditions AM
Direction, Lane # EB 1 NB 1 SB 1Volume Total 4 194 73Volume Left 2 2 0Volume Right 2 0 0cSH 692 1321 1700Volume to Capacity 0.01 0.00 0.04Queue Length 95th (ft) 0 0 0Control Delay (s) 10.2 0.1 0.0Lane LOS B AApproach Delay (s) 10.2 0.1 0.0Approach LOS B
Intersection SummaryAverage Delay 0.2Intersection Capacity Utilization 23.1% ICU Level of Service AAnalysis Period (min) 15
E-9
Westmont Shopping Center7: Columbia Pike & S. Highland St. Existing Conditions AM
Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 78 1206 496 87 27 37Future Volume (vph) 78 1206 496 87 27 37Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Grade (%) -1% 1% 1%Total Lost time (s) 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.99 0.97Flpb, ped/bikes 1.00 1.00 0.98Frt 1.00 0.98 0.92Flt Protected 1.00 1.00 0.98Satd. Flow (prot) 3429 3323 1597Flt Permitted 0.84 1.00 0.98Satd. Flow (perm) 2887 3323 1597Peak-hour factor, PHF 0.88 0.88 0.93 0.93 0.87 0.87Adj. Flow (vph) 89 1370 533 94 31 43RTOR Reduction (vph) 0 0 9 0 39 0Lane Group Flow (vph) 0 1459 618 0 35 0Confl. Peds. (#/hr) 14 14 20 22Confl. Bikes (#/hr) 2Bus Blockages (#/hr) 0 16 13 0 0 0Parking (#/hr) 5Turn Type Perm NA NA PermProtected Phases 2 6Permitted Phases 2 4Actuated Green, G (s) 103.4 103.4 13.6Effective Green, g (s) 103.4 103.4 13.6Actuated g/C Ratio 0.80 0.80 0.10Clearance Time (s) 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0Lane Grp Cap (vph) 2296 2643 167v/s Ratio Prot 0.19v/s Ratio Perm c0.51 c0.02v/c Ratio 0.64 0.23 0.21Uniform Delay, d1 5.5 3.3 53.3Progression Factor 0.54 0.71 1.00Incremental Delay, d2 0.9 0.2 0.2Delay (s) 3.9 2.6 53.5Level of Service A A DApproach Delay (s) 3.9 2.6 53.5Approach LOS A A D
Intersection SummaryHCM 2000 Control Delay 5.2 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.59Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 82.5% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group
E-11
Westmont Shopping Center8: S. Highland St. & Columbia Pike Existing Conditions AM
Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
E-13
Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Existing Conditions AM
Intersection SummaryHCM 2000 Control Delay 40.1 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 1.02Actuated Cycle Length (s) 130.0 Sum of lost time (s) 27.0Intersection Capacity Utilization 101.0% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group
E-14
Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Existing Conditions AM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 15 0 0 8 5 30 8 1158 2 17 660 25Future Volume (vph) 15 0 0 8 5 30 8 1158 2 17 660 25Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 0% 0% 0% -1%Total Lost time (s) 4.0 4.0 2.5 2.5Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.97 1.00 1.00Flpb, ped/bikes 0.99 1.00 1.00 1.00Frt 1.00 0.91 1.00 0.99Flt Protected 0.95 0.99 1.00 1.00Satd. Flow (prot) 1748 1626 3537 3305Flt Permitted 0.72 0.94 0.95 0.92Satd. Flow (perm) 1333 1547 3364 3035Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.95 0.95 0.95 0.94 0.94 0.94Adj. Flow (vph) 18 0 0 9 6 35 8 1219 2 18 702 27RTOR Reduction (vph) 0 0 0 0 24 0 0 0 0 0 2 0Lane Group Flow (vph) 0 18 0 0 26 0 0 1229 0 0 745 0Confl. Peds. (#/hr) 17 16 16 17 17 20 20 17Confl. Bikes (#/hr) 3 8 6 9Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 7.4 7.4 45.1 45.1Effective Green, g (s) 10.4 10.4 48.1 48.1Actuated g/C Ratio 0.16 0.16 0.74 0.74Clearance Time (s) 7.0 7.0 5.5 5.5Vehicle Extension (s) 2.0 2.0 0.2 0.2Lane Grp Cap (vph) 213 247 2489 2245v/s Ratio Protv/s Ratio Perm 0.01 c0.02 c0.37 0.25v/c Ratio 0.08 0.11 0.49 0.33Uniform Delay, d1 23.2 23.3 3.5 2.9Progression Factor 1.00 1.00 1.00 0.65Incremental Delay, d2 0.1 0.1 0.7 0.3Delay (s) 23.3 23.4 4.2 2.2Level of Service C C A AApproach Delay (s) 23.3 23.4 4.2 2.2Approach LOS C C A A
Intersection SummaryHCM 2000 Control Delay 4.1 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.42Actuated Cycle Length (s) 65.0 Sum of lost time (s) 6.5Intersection Capacity Utilization 55.7% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group
E-16
Westmont Shopping Center11: S. Glebe Rd. & West Alleyway Existing Conditions AM
Direction, Lane # WB 1 NB 1 SB 1Volume Total 2 6 2Volume Left 0 0 0Volume Right 2 5 0cSH 1080 1700 1615Volume to Capacity 0.00 0.00 0.00Queue Length 95th (ft) 0 0 0Control Delay (s) 8.3 0.0 0.0Lane LOS AApproach Delay (s) 8.3 0.0 0.0Approach LOS A
Intersection SummaryAverage Delay 1.7Intersection Capacity Utilization 13.3% ICU Level of Service AAnalysis Period (min) 15
E-21
Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Existing Conditions PM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 37 40 9 19 81 53 6 883 33 55 1129 43Future Volume (vph) 37 40 9 19 81 53 6 883 33 55 1129 43Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.5 6.5 6.0 6.0Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 0.99 0.95 0.99 0.99Flt Protected 0.98 0.99 1.00 1.00Satd. Flow (prot) 1569 1530 3510 3503Flt Permitted 0.66 0.95 0.94 0.82Satd. Flow (perm) 1063 1464 3313 2881Peak-hour factor, PHF 0.86 0.86 0.86 0.89 0.89 0.89 0.90 0.90 0.90 0.91 0.91 0.91Adj. Flow (vph) 43 47 10 21 91 60 7 981 37 60 1241 47RTOR Reduction (vph) 0 0 0 0 0 0 0 2 0 0 2 0Lane Group Flow (vph) 0 100 0 0 172 0 0 1023 0 0 1346 0Confl. Peds. (#/hr) 17 17 16 14 14 16Confl. Bikes (#/hr) 5 1Parking (#/hr) 5 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 22.5 22.5 95.0 95.0Effective Green, g (s) 22.5 22.5 95.0 95.0Actuated g/C Ratio 0.17 0.17 0.73 0.73Clearance Time (s) 6.5 6.5 6.0 6.0Vehicle Extension (s) 5.0 5.0 0.2 0.2Lane Grp Cap (vph) 183 253 2421 2105v/s Ratio Protv/s Ratio Perm 0.09 c0.12 0.31 c0.47v/c Ratio 0.55 0.68 0.42 0.64Uniform Delay, d1 49.1 50.4 6.8 8.8Progression Factor 1.00 1.00 0.59 1.00Incremental Delay, d2 5.8 9.1 0.4 1.5Delay (s) 54.9 59.5 4.5 10.4Level of Service D E A BApproach Delay (s) 54.9 59.5 4.5 10.4Approach LOS D E A B
Intersection SummaryHCM 2000 Control Delay 13.0 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.65Actuated Cycle Length (s) 130.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 92.3% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group
E-23
Westmont Shopping Center2: S. Glebe Rd. & 9th Street S. Existing Conditions PM
Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 39 91 147 87Volume Left 5 58 22 9Volume Right 20 7 49 2cSH 748 631 1500 1430Volume to Capacity 0.05 0.14 0.01 0.01Queue Length 95th (ft) 4 13 1 0Control Delay (s) 10.1 11.7 1.2 0.8Lane LOS B B A AApproach Delay (s) 10.1 11.7 1.2 0.8Approach LOS B B
Intersection SummaryAverage Delay 4.7Intersection Capacity Utilization 29.5% ICU Level of Service AAnalysis Period (min) 15
E-25
Westmont Shopping Center4: S. Monroe St. & Columbia Pike Existing Conditions PM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 11 678 66 51 919 12 42 24 65 16 76 33Future Volume (vph) 11 678 66 51 919 12 42 24 65 16 76 33Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 3% -1% -1% 0%Total Lost time (s) 6.5 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00 1.00Frpb, ped/bikes 0.98 1.00 0.97 0.98Flpb, ped/bikes 1.00 1.00 0.99 1.00Frt 0.99 1.00 0.93 0.96Flt Protected 1.00 1.00 0.98 0.99Satd. Flow (prot) 3374 3431 1652 1524Flt Permitted 0.93 0.84 0.70 0.92Satd. Flow (perm) 3150 2899 1182 1410Peak-hour factor, PHF 0.91 0.91 0.91 0.94 0.94 0.94 0.89 0.89 0.89 0.85 0.85 0.85Adj. Flow (vph) 12 745 73 54 978 13 47 27 73 19 89 39RTOR Reduction (vph) 0 5 0 0 0 0 0 28 0 0 10 0Lane Group Flow (vph) 0 825 0 0 1045 0 0 119 0 0 137 0Confl. Peds. (#/hr) 54 57 57 54 37 23 23 37Confl. Bikes (#/hr) 6 1 1Bus Blockages (#/hr) 0 0 0 0 13 0 0 0 0 0 0 0Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 99.1 99.1 17.9 17.9Effective Green, g (s) 99.1 99.1 17.9 17.9Actuated g/C Ratio 0.76 0.76 0.14 0.14Clearance Time (s) 6.5 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0 2.0Lane Grp Cap (vph) 2401 2209 162 194v/s Ratio Protv/s Ratio Perm 0.26 c0.36 c0.10 0.10v/c Ratio 0.34 0.47 0.73 0.70Uniform Delay, d1 5.0 5.7 53.7 53.5Progression Factor 2.00 0.61 1.00 1.00Incremental Delay, d2 0.3 0.7 13.6 9.1Delay (s) 10.3 4.2 67.4 62.6Level of Service B A E EApproach Delay (s) 10.3 4.2 67.4 62.6Approach LOS B A E E
Intersection SummaryHCM 2000 Control Delay 14.8 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.51Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 82.0% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group
E-27
Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Existing Conditions PM
Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
E-28
Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Existing Conditions PM
Intersection SummaryHCM 2000 Control Delay 43.7 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.91Actuated Cycle Length (s) 130.0 Sum of lost time (s) 28.0Intersection Capacity Utilization 89.3% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group
E-29
Westmont Shopping Center6: S. Highland St. Existing Conditions PM
Direction, Lane # EB 1 NB 1 SB 1Volume Total 21 160 156Volume Left 5 16 0Volume Right 16 0 2cSH 728 1297 1700Volume to Capacity 0.03 0.01 0.09Queue Length 95th (ft) 2 1 0Control Delay (s) 10.1 0.9 0.0Lane LOS B AApproach Delay (s) 10.1 0.9 0.0Approach LOS B
Intersection SummaryAverage Delay 1.0Intersection Capacity Utilization 28.1% ICU Level of Service AAnalysis Period (min) 15
E-30
Westmont Shopping Center7: Columbia Pike & S. Highland St. Existing Conditions PM
Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 35 652 854 101 75 70Future Volume (vph) 35 652 854 101 75 70Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Grade (%) -1% 1% 1%Total Lost time (s) 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.99 0.98Flpb, ped/bikes 1.00 1.00 0.97Frt 1.00 0.98 0.93Flt Protected 1.00 1.00 0.97Satd. Flow (prot) 3431 3331 1609Flt Permitted 0.83 1.00 0.97Satd. Flow (perm) 2869 3331 1609Peak-hour factor, PHF 0.94 0.94 0.89 0.89 0.86 0.86Adj. Flow (vph) 37 694 960 113 87 81RTOR Reduction (vph) 0 0 6 0 27 0Lane Group Flow (vph) 0 731 1067 0 141 0Confl. Peds. (#/hr) 38 38 29 16Confl. Bikes (#/hr) 4Bus Blockages (#/hr) 0 16 13 0 0 0Parking (#/hr) 5Turn Type Perm NA NA PermProtected Phases 2 6Permitted Phases 2 4Actuated Green, G (s) 100.1 100.1 16.9Effective Green, g (s) 100.1 100.1 16.9Actuated g/C Ratio 0.77 0.77 0.13Clearance Time (s) 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0Lane Grp Cap (vph) 2209 2564 209v/s Ratio Prot c0.32v/s Ratio Perm 0.25 c0.09v/c Ratio 0.33 0.42 0.67Uniform Delay, d1 4.6 5.1 53.9Progression Factor 0.43 0.29 1.00Incremental Delay, d2 0.3 0.4 6.6Delay (s) 2.4 1.9 60.5Level of Service A A EApproach Delay (s) 2.4 1.9 60.5Approach LOS A A E
Intersection SummaryHCM 2000 Control Delay 7.1 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.45Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 67.5% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group
E-32
Westmont Shopping Center8: S. Highland St. & Columbia Pike Existing Conditions PM
Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.
E-34
Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Existing Conditions PM
Intersection SummaryHCM 2000 Control Delay 32.6 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.89Actuated Cycle Length (s) 130.0 Sum of lost time (s) 27.0Intersection Capacity Utilization 89.5% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group
E-35
Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Existing Conditions PM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 14 2 14 14 4 17 6 847 8 18 1108 32Future Volume (vph) 14 2 14 14 4 17 6 847 8 18 1108 32Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 0% 0% 0% -1%Total Lost time (s) 7.0 7.0 5.5 5.5Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 0.97 0.97 1.00 1.00Flpb, ped/bikes 0.99 0.99 1.00 1.00Frt 0.94 0.93 1.00 1.00Flt Protected 0.98 0.98 1.00 1.00Satd. Flow (prot) 1638 1643 3530 3310Flt Permitted 0.83 0.86 0.95 0.94Satd. Flow (perm) 1391 1436 3346 3099Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.93 0.93 0.93 0.94 0.94 0.94Adj. Flow (vph) 16 2 16 16 5 20 6 911 9 19 1179 34RTOR Reduction (vph) 0 14 0 0 18 0 0 1 0 0 1 0Lane Group Flow (vph) 0 20 0 0 23 0 0 925 0 0 1231 0Confl. Peds. (#/hr) 30 31 31 30 29 28 28 29Confl. Bikes (#/hr) 5 5 9 10Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 6.1 6.1 46.4 46.4Effective Green, g (s) 6.1 6.1 46.4 46.4Actuated g/C Ratio 0.09 0.09 0.71 0.71Clearance Time (s) 7.0 7.0 5.5 5.5Vehicle Extension (s) 2.0 2.0 0.2 0.2Lane Grp Cap (vph) 130 134 2388 2212v/s Ratio Protv/s Ratio Perm 0.01 c0.02 0.28 c0.40v/c Ratio 0.15 0.17 0.39 0.56Uniform Delay, d1 27.1 27.1 3.7 4.4Progression Factor 1.00 1.00 1.00 1.50Incremental Delay, d2 0.2 0.2 0.5 0.6Delay (s) 27.3 27.3 4.2 7.3Level of Service C C A AApproach Delay (s) 27.3 27.3 4.2 7.3Approach LOS C C A A
Intersection SummaryHCM 2000 Control Delay 6.6 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.51Actuated Cycle Length (s) 65.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 66.6% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group
E-37
Westmont Shopping Center11: S. Glebe Rd. & West Alleyway Existing Conditions PM
Direction, Lane # WB 1 NB 1 SB 1Volume Total 19 15 18Volume Left 13 0 12Volume Right 6 9 0cSH 995 1700 1603Volume to Capacity 0.02 0.01 0.01Queue Length 95th (ft) 1 0 1Control Delay (s) 8.7 0.0 4.9Lane LOS A AApproach Delay (s) 8.7 0.0 4.9Approach LOS A
Intersection SummaryAverage Delay 4.9Intersection Capacity Utilization 17.5% ICU Level of Service AAnalysis Period (min) 15
E-42
Westmont Shopping Center August 13, 2018
APPENDIX F 2020 FUTURE CONDITIONS WITHOUT DEVELOPMENT SYNCHRO
WORKSHEETS
Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Future Conditons without Development AM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 158 152 8 5 39 76 4 1534 87 67 729 21Future Volume (vph) 158 152 8 5 39 76 4 1534 87 67 729 21Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.5 6.5 6.0 6.0Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 0.91 0.99 1.00Flt Protected 0.98 1.00 1.00 1.00Satd. Flow (prot) 1809 1470 3503 3507Flt Permitted 0.74 0.98 0.95 0.57Satd. Flow (perm) 1370 1449 3340 1992Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.98 0.98 0.92 0.92 0.92Adj. Flow (vph) 172 165 9 5 42 83 4 1565 89 73 792 23RTOR Reduction (vph) 0 0 0 0 0 0 0 3 0 0 1 0Lane Group Flow (vph) 0 346 0 0 130 0 0 1655 0 0 887 0Confl. Peds. (#/hr) 1 1 8 5 5 8Confl. Bikes (#/hr) 5 5Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 37.2 37.2 90.3 90.3Effective Green, g (s) 37.2 37.2 90.3 90.3Actuated g/C Ratio 0.27 0.27 0.64 0.64Clearance Time (s) 6.5 6.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 364 385 2154 1284v/s Ratio Protv/s Ratio Perm c0.25 0.09 c0.50 0.45v/c Ratio 0.95 0.34 0.77 0.69Uniform Delay, d1 50.5 41.5 17.5 15.9Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 34.4 0.5 2.7 3.1Delay (s) 84.9 42.0 20.2 19.0Level of Service F D C BApproach Delay (s) 84.9 42.0 20.2 19.0Approach LOS F D C B
Intersection SummaryHCM 2000 Control Delay 28.2 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.82Actuated Cycle Length (s) 140.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 106.9% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group
F-2
Westmont Shopping Center2: S. Glebe Rd. & 9th Street S. Future Conditons without Development AM
Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 23 33 181 57Volume Left 5 16 13 4Volume Right 7 9 29 7cSH 681 641 1529 1320Volume to Capacity 0.03 0.05 0.01 0.00Queue Length 95th (ft) 3 4 1 0Control Delay (s) 10.5 10.9 0.6 0.6Lane LOS B B A AApproach Delay (s) 10.5 10.9 0.6 0.6Approach LOS B B
Intersection SummaryAverage Delay 2.5Intersection Capacity Utilization 24.8% ICU Level of Service AAnalysis Period (min) 15
F-4
Westmont Shopping Center4: S. Monroe St. & Columbia Pike Future Conditons without Development AM
Lane Group EBT WBT NBT SBTLane Group Flow (vph) 1651 511 310 56v/c Ratio 0.70 0.24 1.05 0.25Control Delay 12.3 4.3 113.7 40.1Queue Delay 0.4 0.0 1.2 0.0Total Delay 12.7 4.3 114.9 40.1Queue Length 50th (ft) 512 42 ~266 31Queue Length 95th (ft) 618 50 #455 74Internal Link Dist (ft) 461 134 549 1090Turn Bay Length (ft)Base Capacity (vph) 2358 2129 295 220Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 274 0 1 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.79 0.24 1.05 0.25
Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
F-5
Westmont Shopping Center4: S. Monroe St. & Columbia Pike Future Conditons without Development AM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 24 1469 58 17 442 12 56 111 118 11 26 15Future Volume (vph) 24 1469 58 17 442 12 56 111 118 11 26 15Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 3% -1% -1% 0%Total Lost time (s) 6.5 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.98 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 0.99 1.00 0.94 0.96Flt Protected 1.00 1.00 0.99 0.99Satd. Flow (prot) 3450 3439 1712 1535Flt Permitted 0.94 0.85 0.92 0.78Satd. Flow (perm) 3241 2927 1594 1210Peak-hour factor, PHF 0.94 0.94 0.94 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 26 1563 62 18 480 13 61 121 128 12 28 16RTOR Reduction (vph) 0 2 0 0 1 0 0 20 0 0 11 0Lane Group Flow (vph) 0 1649 0 0 510 0 0 290 0 0 45 0Confl. Peds. (#/hr) 16 22 22 16 9 16 16 9Confl. Bikes (#/hr) 4 2 5Bus Blockages (#/hr) 0 0 0 0 13 0 0 0 0 0 0 0Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 94.5 94.5 22.5 22.5Effective Green, g (s) 94.5 94.5 22.5 22.5Actuated g/C Ratio 0.73 0.73 0.17 0.17Clearance Time (s) 6.5 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0 2.0Lane Grp Cap (vph) 2355 2127 275 209v/s Ratio Protv/s Ratio Perm c0.51 0.17 c0.18 0.04v/c Ratio 0.70 0.24 1.06 0.22Uniform Delay, d1 9.9 5.9 53.8 46.2Progression Factor 1.07 0.70 1.00 1.00Incremental Delay, d2 1.6 0.3 69.5 0.2Delay (s) 12.1 4.3 123.3 46.4Level of Service B A F DApproach Delay (s) 12.1 4.3 123.3 46.4Approach LOS B A F D
Intersection SummaryHCM 2000 Control Delay 24.9 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.77Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 92.2% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group
F-6
Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditons without Development AM
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.
F-7
Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditons without Development AM
Intersection SummaryHCM 2000 Control Delay 45.2 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.96Actuated Cycle Length (s) 130.0 Sum of lost time (s) 16.0Intersection Capacity Utilization 94.5% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group
F-8
Westmont Shopping Center6: S. Highland St. & Service Road Future Conditons without Development AM
Direction, Lane # EB 1 NB 1 SB 1Volume Total 4 181 68Volume Left 2 2 0Volume Right 2 0 0cSH 704 1326 1700Volume to Capacity 0.01 0.00 0.04Queue Length 95th (ft) 0 0 0Control Delay (s) 10.1 0.1 0.0Lane LOS B AApproach Delay (s) 10.1 0.1 0.0Approach LOS B
Intersection SummaryAverage Delay 0.2Intersection Capacity Utilization 23.1% ICU Level of Service AAnalysis Period (min) 15
F-9
Westmont Shopping Center7: Columbia Pike & S. Highland St. Future Conditons without Development AM
Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 79 1299 550 88 27 38Future Volume (vph) 79 1299 550 88 27 38Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Grade (%) -1% 1% 1%Total Lost time (s) 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.99 0.97Flpb, ped/bikes 1.00 1.00 0.98Frt 1.00 0.98 0.92Flt Protected 1.00 1.00 0.98Satd. Flow (prot) 3430 3331 1596Flt Permitted 0.84 1.00 0.98Satd. Flow (perm) 2873 3331 1596Peak-hour factor, PHF 0.92 0.92 0.93 0.93 0.92 0.92Adj. Flow (vph) 86 1412 591 95 29 41RTOR Reduction (vph) 0 0 8 0 37 0Lane Group Flow (vph) 0 1498 678 0 33 0Confl. Peds. (#/hr) 14 14 20 22Confl. Bikes (#/hr) 2Bus Blockages (#/hr) 0 16 13 0 0 0Parking (#/hr) 5Turn Type Perm NA NA PermProtected Phases 2 6Permitted Phases 2 4Actuated Green, G (s) 103.4 103.4 13.6Effective Green, g (s) 103.4 103.4 13.6Actuated g/C Ratio 0.80 0.80 0.10Clearance Time (s) 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0Lane Grp Cap (vph) 2285 2649 166v/s Ratio Prot 0.20v/s Ratio Perm c0.52 c0.02v/c Ratio 0.66 0.26 0.20Uniform Delay, d1 5.7 3.4 53.2Progression Factor 0.67 0.72 1.00Incremental Delay, d2 0.8 0.2 0.2Delay (s) 4.6 2.7 53.4Level of Service A A DApproach Delay (s) 4.6 2.7 53.4Approach LOS A A D
Intersection SummaryHCM 2000 Control Delay 5.5 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.60Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 85.1% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group
F-11
Westmont Shopping Center8: S. Highland St. & Columbia Pike Future Conditons without Development AM
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.
F-13
Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Future Conditons without Development AM
Intersection SummaryHCM 2000 Control Delay 42.3 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 1.06Actuated Cycle Length (s) 130.0 Sum of lost time (s) 27.0Intersection Capacity Utilization 104.2% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group
F-14
Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Future Conditons without Development AM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 15 0 0 8 5 30 8 1182 2 17 686 25Future Volume (vph) 15 0 0 8 5 30 8 1182 2 17 686 25Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 0% 0% 0% -1%Total Lost time (s) 4.0 4.0 2.5 2.5Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.97 1.00 1.00Flpb, ped/bikes 0.99 1.00 1.00 1.00Frt 1.00 0.91 1.00 0.99Flt Protected 0.95 0.99 1.00 1.00Satd. Flow (prot) 1748 1624 3537 3306Flt Permitted 0.73 0.94 0.95 0.92Satd. Flow (perm) 1336 1541 3364 3036Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.95 0.95 0.95 0.94 0.94 0.94Adj. Flow (vph) 16 0 0 9 5 33 8 1244 2 18 730 27RTOR Reduction (vph) 0 0 0 0 22 0 0 0 0 0 2 0Lane Group Flow (vph) 0 16 0 0 25 0 0 1254 0 0 773 0Confl. Peds. (#/hr) 17 16 16 17 17 20 20 17Confl. Bikes (#/hr) 3 8 6 9Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 7.3 7.3 45.2 45.2Effective Green, g (s) 10.3 10.3 48.2 48.2Actuated g/C Ratio 0.16 0.16 0.74 0.74Clearance Time (s) 7.0 7.0 5.5 5.5Vehicle Extension (s) 2.0 2.0 0.2 0.2Lane Grp Cap (vph) 211 244 2494 2251v/s Ratio Protv/s Ratio Perm 0.01 c0.02 c0.37 0.25v/c Ratio 0.08 0.10 0.50 0.34Uniform Delay, d1 23.3 23.4 3.5 2.9Progression Factor 1.00 1.00 1.00 0.72Incremental Delay, d2 0.1 0.1 0.7 0.3Delay (s) 23.4 23.5 4.2 2.4Level of Service C C A AApproach Delay (s) 23.4 23.5 4.2 2.4Approach LOS C C A A
Intersection SummaryHCM 2000 Control Delay 4.1 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.43Actuated Cycle Length (s) 65.0 Sum of lost time (s) 6.5Intersection Capacity Utilization 56.4% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group
F-16
Westmont Shopping Center11: S. Glebe Rd. & West Alleyway Future Conditons without Development AM
Direction, Lane # WB 1 NB 1 SB 1Volume Total 2 5 2Volume Left 0 0 0Volume Right 2 4 0cSH 1081 1700 1616Volume to Capacity 0.00 0.00 0.00Queue Length 95th (ft) 0 0 0Control Delay (s) 8.3 0.0 0.0Lane LOS AApproach Delay (s) 8.3 0.0 0.0Approach LOS A
Intersection SummaryAverage Delay 1.9Intersection Capacity Utilization 13.3% ICU Level of Service AAnalysis Period (min) 15
F-21
Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Future Conditions without Development PM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 38 41 9 19 82 54 6 915 33 56 1170 44Future Volume (vph) 38 41 9 19 82 54 6 915 33 56 1170 44Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.5 6.5 6.0 6.0Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 0.99 0.95 0.99 0.99Flt Protected 0.98 0.99 1.00 1.00Satd. Flow (prot) 1792 1530 3512 3503Flt Permitted 0.68 0.95 0.94 0.82Satd. Flow (perm) 1237 1464 3313 2872Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 41 45 10 21 89 59 7 995 36 61 1272 48RTOR Reduction (vph) 0 0 0 0 0 0 0 2 0 0 2 0Lane Group Flow (vph) 0 96 0 0 169 0 0 1036 0 0 1379 0Confl. Peds. (#/hr) 17 17 16 14 14 16Confl. Bikes (#/hr) 5 1Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 22.3 22.3 95.2 95.2Effective Green, g (s) 22.3 22.3 95.2 95.2Actuated g/C Ratio 0.17 0.17 0.73 0.73Clearance Time (s) 6.5 6.5 6.0 6.0Vehicle Extension (s) 5.0 5.0 0.2 0.2Lane Grp Cap (vph) 212 251 2426 2103v/s Ratio Protv/s Ratio Perm 0.08 c0.12 0.31 c0.48v/c Ratio 0.45 0.67 0.43 0.66Uniform Delay, d1 48.4 50.4 6.8 9.0Progression Factor 1.00 1.00 0.62 1.00Incremental Delay, d2 3.2 9.0 0.4 1.6Delay (s) 51.6 59.4 4.6 10.6Level of Service D E A BApproach Delay (s) 51.6 59.4 4.6 10.6Approach LOS D E A B
Intersection SummaryHCM 2000 Control Delay 12.8 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.66Actuated Cycle Length (s) 130.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 94.6% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group
F-23
Westmont Shopping Center2: S. Glebe Rd. & 9th Street S. Future Conditions without Development PM
Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 35 85 140 85Volume Left 4 54 21 9Volume Right 18 7 47 2cSH 755 644 1503 1437Volume to Capacity 0.05 0.13 0.01 0.01Queue Length 95th (ft) 4 11 1 0Control Delay (s) 10.0 11.4 1.2 0.8Lane LOS A B A AApproach Delay (s) 10.0 11.4 1.2 0.8Approach LOS A B
Intersection SummaryAverage Delay 4.5Intersection Capacity Utilization 29.6% ICU Level of Service AAnalysis Period (min) 15
F-25
Westmont Shopping Center4: S. Monroe St. & Columbia Pike Future Conditions without Development PM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 11 777 67 52 1025 12 43 24 66 16 77 33Future Volume (vph) 11 777 67 52 1025 12 43 24 66 16 77 33Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 3% -1% -1% 0%Total Lost time (s) 6.5 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00 1.00Frpb, ped/bikes 0.98 1.00 0.97 0.98Flpb, ped/bikes 1.00 1.00 0.99 1.00Frt 0.99 1.00 0.93 0.96Flt Protected 1.00 1.00 0.98 0.99Satd. Flow (prot) 3387 3436 1650 1525Flt Permitted 0.93 0.83 0.72 0.93Satd. Flow (perm) 3159 2872 1210 1421Peak-hour factor, PHF 0.92 0.92 0.92 0.94 0.94 0.94 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 12 845 73 55 1090 13 47 26 72 17 84 36RTOR Reduction (vph) 0 4 0 0 0 0 0 29 0 0 10 0Lane Group Flow (vph) 0 926 0 0 1158 0 0 116 0 0 127 0Confl. Peds. (#/hr) 54 57 57 54 37 23 23 37Confl. Bikes (#/hr) 6 1 1Bus Blockages (#/hr) 0 0 0 0 13 0 0 0 0 0 0 0Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 99.5 99.5 17.5 17.5Effective Green, g (s) 99.5 99.5 17.5 17.5Actuated g/C Ratio 0.77 0.77 0.13 0.13Clearance Time (s) 6.5 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0 2.0Lane Grp Cap (vph) 2417 2198 162 191v/s Ratio Protv/s Ratio Perm 0.29 c0.40 c0.10 0.09v/c Ratio 0.38 0.53 0.72 0.66Uniform Delay, d1 5.1 6.0 53.9 53.4Progression Factor 2.17 0.60 1.00 1.00Incremental Delay, d2 0.4 0.9 11.9 6.5Delay (s) 11.3 4.5 65.8 60.0Level of Service B A E EApproach Delay (s) 11.3 4.5 65.8 60.0Approach LOS B A E E
Intersection SummaryHCM 2000 Control Delay 14.1 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.55Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 87.8% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group
F-27
Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditions without Development PM
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.
F-28
Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditions without Development PM
Intersection SummaryHCM 2000 Control Delay 48.7 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 1.04Actuated Cycle Length (s) 130.0 Sum of lost time (s) 28.0Intersection Capacity Utilization 95.5% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group
F-29
Westmont Shopping Center6: S. Highland St. & Back Drvieway Future Conditions without Development PM
Direction, Lane # EB 1 NB 1 SB 1Volume Total 19 150 147Volume Left 4 15 0Volume Right 15 0 2cSH 747 1307 1700Volume to Capacity 0.03 0.01 0.09Queue Length 95th (ft) 2 1 0Control Delay (s) 9.9 0.9 0.0Lane LOS A AApproach Delay (s) 9.9 0.9 0.0Approach LOS A
Intersection SummaryAverage Delay 1.0Intersection Capacity Utilization 28.2% ICU Level of Service AAnalysis Period (min) 15
F-30
Westmont Shopping Center7: Columbia Pike & S. Highland St. Future Conditions without Development PM
Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 36 754 974 103 76 71Future Volume (vph) 36 754 974 103 76 71Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Grade (%) -1% 1% 1%Total Lost time (s) 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.99 0.98Flpb, ped/bikes 1.00 1.00 0.97Frt 1.00 0.99 0.94Flt Protected 1.00 1.00 0.97Satd. Flow (prot) 3433 3340 1610Flt Permitted 0.83 1.00 0.97Satd. Flow (perm) 2853 3340 1610Peak-hour factor, PHF 0.94 0.94 0.92 0.92 0.92 0.92Adj. Flow (vph) 38 802 1059 112 83 77RTOR Reduction (vph) 0 0 5 0 27 0Lane Group Flow (vph) 0 840 1166 0 133 0Confl. Peds. (#/hr) 38 38 29 16Confl. Bikes (#/hr) 4Bus Blockages (#/hr) 0 16 13 0 0 0Parking (#/hr) 5Turn Type Perm NA NA PermProtected Phases 2 6Permitted Phases 2 4Actuated Green, G (s) 100.3 100.3 16.7Effective Green, g (s) 100.3 100.3 16.7Actuated g/C Ratio 0.77 0.77 0.13Clearance Time (s) 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0Lane Grp Cap (vph) 2201 2576 206v/s Ratio Prot c0.35v/s Ratio Perm 0.29 c0.08v/c Ratio 0.38 0.45 0.65Uniform Delay, d1 4.8 5.2 53.8Progression Factor 0.34 0.25 1.00Incremental Delay, d2 0.4 0.5 5.1Delay (s) 2.0 1.7 59.0Level of Service A A EApproach Delay (s) 2.0 1.7 59.0Approach LOS A A E
Intersection SummaryHCM 2000 Control Delay 6.1 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.48Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 71.0% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group
F-32
Westmont Shopping Center8: S. Highland St. & Columbia Pike Future Conditions without Development PM
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-34
Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Future Conditions without Development PM
Intersection SummaryHCM 2000 Control Delay 33.5 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.90Actuated Cycle Length (s) 130.0 Sum of lost time (s) 27.0Intersection Capacity Utilization 89.8% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group
F-35
Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Future Conditions without Development PM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 14 2 14 14 4 17 6 883 8 18 1143 32Future Volume (vph) 14 2 14 14 4 17 6 883 8 18 1143 32Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 0% 0% 0% -1%Total Lost time (s) 7.0 7.0 5.5 5.5Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 0.97 0.97 1.00 1.00Flpb, ped/bikes 0.99 0.99 1.00 1.00Frt 0.94 0.93 1.00 1.00Flt Protected 0.98 0.98 1.00 1.00Satd. Flow (prot) 1639 1641 3530 3311Flt Permitted 0.83 0.85 0.95 0.93Satd. Flow (perm) 1395 1429 3346 3098Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.93 0.93 0.93 0.94 0.94 0.94Adj. Flow (vph) 15 2 15 15 4 18 6 949 9 19 1216 34RTOR Reduction (vph) 0 14 0 0 16 0 0 1 0 0 1 0Lane Group Flow (vph) 0 18 0 0 21 0 0 963 0 0 1268 0Confl. Peds. (#/hr) 30 31 31 30 29 28 28 29Confl. Bikes (#/hr) 5 5 9 10Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 6.1 6.1 46.4 46.4Effective Green, g (s) 6.1 6.1 46.4 46.4Actuated g/C Ratio 0.09 0.09 0.71 0.71Clearance Time (s) 7.0 7.0 5.5 5.5Vehicle Extension (s) 2.0 2.0 0.2 0.2Lane Grp Cap (vph) 130 134 2388 2211v/s Ratio Protv/s Ratio Perm 0.01 c0.01 0.29 c0.41v/c Ratio 0.14 0.15 0.40 0.57Uniform Delay, d1 27.0 27.1 3.7 4.5Progression Factor 1.00 1.00 1.00 1.51Incremental Delay, d2 0.2 0.2 0.5 0.6Delay (s) 27.2 27.3 4.2 7.4Level of Service C C A AApproach Delay (s) 27.2 27.3 4.2 7.4Approach LOS C C A A
Intersection SummaryHCM 2000 Control Delay 6.7 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.52Actuated Cycle Length (s) 65.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 67.6% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group
F-37
Westmont Shopping Center11: S. Glebe Rd. & West Alleyway Future Conditions without Development PM
Direction, Lane # WB 1 NB 1 SB 1Volume Total 17 14 16Volume Left 12 0 11Volume Right 5 9 0cSH 997 1700 1604Volume to Capacity 0.02 0.01 0.01Queue Length 95th (ft) 1 0 1Control Delay (s) 8.7 0.0 5.0Lane LOS A AApproach Delay (s) 8.7 0.0 5.0Approach LOS A
Intersection SummaryAverage Delay 4.8Intersection Capacity Utilization 17.5% ICU Level of Service AAnalysis Period (min) 15
F-42
Westmont Shopping Center August 13, 2018
APPENDIX G 2020 FUTURE CONDITIONS WITH DEVELOPMENT SYNCHRO
WORKSHEETS
Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Future Conditions with Development AM
Lane Group EBT WBT NBT SBTLane Group Flow (vph) 346 130 1670 887v/c Ratio 1.05 0.33 0.79 0.71Control Delay 110.4 43.2 21.9 20.7Queue Delay 0.0 0.0 0.0 0.0Total Delay 110.4 43.2 21.9 20.7Queue Length 50th (ft) ~341 95 546 264Queue Length 95th (ft) #539 157 647 347Internal Link Dist (ft) 269 879 1073 493Turn Bay Length (ft)Base Capacity (vph) 331 398 2125 1255Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 1.05 0.33 0.79 0.71
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.
G-1
Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Future Conditions with Development AM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 158 152 8 5 39 76 4 1545 87 67 728 21Future Volume (vph) 158 152 8 5 39 76 4 1545 87 67 728 21Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.5 6.5 6.0 6.0Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 1.00 0.91 0.99 1.00Flt Protected 0.98 1.00 1.00 1.00Satd. Flow (prot) 1583 1470 3504 3507Flt Permitted 0.74 0.98 0.95 0.56Satd. Flow (perm) 1205 1450 3340 1973Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.98 0.98 0.92 0.92 0.92Adj. Flow (vph) 172 165 9 5 42 83 4 1577 89 73 791 23RTOR Reduction (vph) 0 0 0 0 0 0 0 3 0 0 1 0Lane Group Flow (vph) 0 346 0 0 130 0 0 1667 0 0 886 0Confl. Peds. (#/hr) 1 1 8 5 5 8Confl. Bikes (#/hr) 5 5Parking (#/hr) 5 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 38.5 38.5 89.0 89.0Effective Green, g (s) 38.5 38.5 89.0 89.0Actuated g/C Ratio 0.28 0.28 0.64 0.64Clearance Time (s) 6.5 6.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 331 398 2123 1254v/s Ratio Protv/s Ratio Perm c0.29 0.09 c0.50 0.45v/c Ratio 1.05 0.33 0.79 0.71Uniform Delay, d1 50.8 40.4 18.5 16.9Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 61.8 0.5 3.0 3.4Delay (s) 112.5 40.9 21.6 20.2Level of Service F D C CApproach Delay (s) 112.5 40.9 21.6 20.2Approach LOS F D C C
Intersection SummaryHCM 2000 Control Delay 32.4 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.86Actuated Cycle Length (s) 140.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 106.9% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group
G-2
Westmont Shopping Center2: S. Glebe Rd. & 9th Street S. Future Conditions with Development AM
Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 23 33 181 59Volume Left 5 16 13 4Volume Right 7 9 29 7cSH 679 640 1527 1320Volume to Capacity 0.03 0.05 0.01 0.00Queue Length 95th (ft) 3 4 1 0Control Delay (s) 10.5 10.9 0.6 0.5Lane LOS B B A AApproach Delay (s) 10.5 10.9 0.6 0.5Approach LOS B B
Intersection SummaryAverage Delay 2.5Intersection Capacity Utilization 24.8% ICU Level of Service AAnalysis Period (min) 15
G-4
Westmont Shopping Center4: S. Monroe St. & Columbia Pike Future Conditions with Development AM
Lane Group EBT WBT NBT SBTLane Group Flow (vph) 1654 534 310 56v/c Ratio 0.70 0.25 1.05 0.25Control Delay 13.1 3.9 113.7 40.1Queue Delay 0.4 0.0 1.2 0.0Total Delay 13.5 3.9 114.9 40.1Queue Length 50th (ft) 500 39 ~266 31Queue Length 95th (ft) 605 45 #455 74Internal Link Dist (ft) 470 120 549 1095Turn Bay Length (ft)Base Capacity (vph) 2355 2134 295 220Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 265 0 1 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.79 0.25 1.05 0.25
Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.
G-5
Westmont Shopping Center4: S. Monroe St. & Columbia Pike Future Conditions with Development AM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 24 1472 58 17 463 12 56 111 118 11 26 15Future Volume (vph) 24 1472 58 17 463 12 56 111 118 11 26 15Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 3% -1% -1% 0%Total Lost time (s) 6.5 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.98 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 0.99 1.00 0.94 0.96Flt Protected 1.00 1.00 0.99 0.99Satd. Flow (prot) 3451 3440 1712 1535Flt Permitted 0.94 0.85 0.92 0.78Satd. Flow (perm) 3239 2937 1594 1210Peak-hour factor, PHF 0.94 0.94 0.94 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 26 1566 62 18 503 13 61 121 128 12 28 16RTOR Reduction (vph) 0 2 0 0 1 0 0 20 0 0 11 0Lane Group Flow (vph) 0 1652 0 0 533 0 0 290 0 0 45 0Confl. Peds. (#/hr) 16 22 22 16 9 16 16 9Confl. Bikes (#/hr) 4 2 5Bus Blockages (#/hr) 0 0 0 0 13 0 0 0 0 0 0 0Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 94.5 94.5 22.5 22.5Effective Green, g (s) 94.5 94.5 22.5 22.5Actuated g/C Ratio 0.73 0.73 0.17 0.17Clearance Time (s) 6.5 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0 2.0Lane Grp Cap (vph) 2354 2134 275 209v/s Ratio Protv/s Ratio Perm c0.51 0.18 c0.18 0.04v/c Ratio 0.70 0.25 1.06 0.22Uniform Delay, d1 9.9 5.9 53.8 46.2Progression Factor 1.13 0.61 1.00 1.00Incremental Delay, d2 1.7 0.3 69.5 0.2Delay (s) 12.9 3.9 123.3 46.4Level of Service B A F DApproach Delay (s) 12.9 3.9 123.3 46.4Approach LOS B A F D
Intersection SummaryHCM 2000 Control Delay 25.1 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.77Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 92.3% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group
G-6
Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditions with Development AM
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.
G-7
Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditions with Development AM
Intersection SummaryHCM 2000 Control Delay 46.6 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.97Actuated Cycle Length (s) 130.0 Sum of lost time (s) 16.0Intersection Capacity Utilization 94.7% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group
G-8
Westmont Shopping Center6: S. Highland St. Future Conditions with Development AM
Direction, Lane # EB 1 NB 1 SB 1Volume Total 4 181 70Volume Left 2 2 0Volume Right 2 0 2cSH 703 1324 1700Volume to Capacity 0.01 0.00 0.04Queue Length 95th (ft) 0 0 0Control Delay (s) 10.2 0.1 0.0Lane LOS B AApproach Delay (s) 10.2 0.1 0.0Approach LOS B
Intersection SummaryAverage Delay 0.2Intersection Capacity Utilization 23.1% ICU Level of Service AAnalysis Period (min) 15
G-9
Westmont Shopping Center7: Columbia Pike & S. Highland St. Future Conditions with Development AM
Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 79 1312 544 88 27 37Future Volume (vph) 79 1312 544 88 27 37Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Grade (%) -1% 1% 1%Total Lost time (s) 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.99 0.97Flpb, ped/bikes 1.00 1.00 0.98Frt 1.00 0.98 0.92Flt Protected 1.00 1.00 0.98Satd. Flow (prot) 3430 3330 1597Flt Permitted 0.84 1.00 0.98Satd. Flow (perm) 2880 3330 1597Peak-hour factor, PHF 0.92 0.92 0.93 0.93 0.92 0.92Adj. Flow (vph) 86 1426 585 95 29 40RTOR Reduction (vph) 0 0 8 0 36 0Lane Group Flow (vph) 0 1512 672 0 33 0Confl. Peds. (#/hr) 14 14 20 22Confl. Bikes (#/hr) 2Bus Blockages (#/hr) 0 16 13 0 0 0Parking (#/hr) 5Turn Type Perm NA NA PermProtected Phases 2 6Permitted Phases 2 4Actuated Green, G (s) 103.4 103.4 13.6Effective Green, g (s) 103.4 103.4 13.6Actuated g/C Ratio 0.80 0.80 0.10Clearance Time (s) 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0Lane Grp Cap (vph) 2290 2648 167v/s Ratio Prot 0.20v/s Ratio Perm c0.53 c0.02v/c Ratio 0.66 0.25 0.20Uniform Delay, d1 5.7 3.4 53.2Progression Factor 0.69 0.72 1.00Incremental Delay, d2 0.7 0.2 0.2Delay (s) 4.7 2.7 53.4Level of Service A A DApproach Delay (s) 4.7 2.7 53.4Approach LOS A A D
Intersection SummaryHCM 2000 Control Delay 5.6 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.61Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 85.5% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group
G-11
Westmont Shopping Center8: S. Highland St. & Columbia Pike Future Conditions with Development AM
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.
G-13
Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Future Conditions with Development AM
Intersection SummaryHCM 2000 Control Delay 42.0 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 1.07Actuated Cycle Length (s) 130.0 Sum of lost time (s) 27.0Intersection Capacity Utilization 104.5% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group
G-14
Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Future Conditions with Development AM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 15 0 0 8 5 30 8 1180 2 17 705 25Future Volume (vph) 15 0 0 8 5 30 8 1180 2 17 705 25Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 0% 0% 0% -1%Total Lost time (s) 4.0 4.0 2.5 2.5Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.97 1.00 1.00Flpb, ped/bikes 0.99 1.00 1.00 1.00Frt 1.00 0.91 1.00 0.99Flt Protected 0.95 0.99 1.00 1.00Satd. Flow (prot) 1748 1624 3537 3307Flt Permitted 0.73 0.94 0.95 0.92Satd. Flow (perm) 1336 1541 3363 3040Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.95 0.95 0.95 0.94 0.94 0.94Adj. Flow (vph) 16 0 0 9 5 33 8 1242 2 18 750 27RTOR Reduction (vph) 0 0 0 0 23 0 0 0 0 0 2 0Lane Group Flow (vph) 0 16 0 0 24 0 0 1252 0 0 793 0Confl. Peds. (#/hr) 17 16 16 17 17 20 20 17Confl. Bikes (#/hr) 3 8 6 9Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 7.3 7.3 45.2 45.2Effective Green, g (s) 10.3 10.3 48.2 48.2Actuated g/C Ratio 0.16 0.16 0.74 0.74Clearance Time (s) 7.0 7.0 5.5 5.5Vehicle Extension (s) 2.0 2.0 0.2 0.2Lane Grp Cap (vph) 211 244 2493 2254v/s Ratio Protv/s Ratio Perm 0.01 c0.02 c0.37 0.26v/c Ratio 0.08 0.10 0.50 0.35Uniform Delay, d1 23.3 23.4 3.5 2.9Progression Factor 1.00 1.00 1.00 0.72Incremental Delay, d2 0.1 0.1 0.7 0.4Delay (s) 23.4 23.4 4.2 2.5Level of Service C C A AApproach Delay (s) 23.4 23.4 4.2 2.5Approach LOS C C A A
Intersection SummaryHCM 2000 Control Delay 4.1 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.43Actuated Cycle Length (s) 65.0 Sum of lost time (s) 6.5Intersection Capacity Utilization 56.3% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group
G-16
Westmont Shopping Center11: S. Glebe Rd. & West Alleyway Future Conditions with Development AM
Direction, Lane # WB 1 NB 1 SB 1Volume Total 4 12 63Volume Left 0 0 0Volume Right 4 4 0cSH 1071 1700 1607Volume to Capacity 0.00 0.01 0.00Queue Length 95th (ft) 0 0 0Control Delay (s) 8.4 0.0 0.0Lane LOS AApproach Delay (s) 8.4 0.0 0.0Approach LOS A
Intersection SummaryAverage Delay 0.4Intersection Capacity Utilization 13.3% ICU Level of Service AAnalysis Period (min) 15
G-21
Westmont Shopping Center16: Resdiential Access & West Alleyway/Site Allley Future Conditions with Development AM
Direction, Lane # EB 1 WB 1 NB 1Volume Total 10 8 78Volume Left 0 8 20Volume Right 10 0 58cSH 1700 1610 1054Volume to Capacity 0.01 0.00 0.07Queue Length 95th (ft) 0 0 6Control Delay (s) 0.0 7.2 8.7Lane LOS A AApproach Delay (s) 0.0 7.2 8.7Approach LOS A
Intersection SummaryAverage Delay 7.7Intersection Capacity Utilization 16.7% ICU Level of Service AAnalysis Period (min) 15
G-22
Westmont Shopping Center17: Site Alley/Site Allley & Site Retail Driveway Future Conditions with Development AM
Direction, Lane # EB 1 NB 1 SB 1Volume Total 3 9 58Volume Left 0 1 0Volume Right 3 0 0cSH 1008 1546 1700Volume to Capacity 0.00 0.00 0.03Queue Length 95th (ft) 0 0 0Control Delay (s) 8.6 0.8 0.0Lane LOS A AApproach Delay (s) 8.6 0.8 0.0Approach LOS A
Intersection SummaryAverage Delay 0.5Intersection Capacity Utilization 13.3% ICU Level of Service AAnalysis Period (min) 15
G-23
Westmont Shopping Center1: S. Glebe Rd. & 7th Street S Future Conditions with Development PM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 38 41 9 18 82 54 5 903 34 56 1157 44Future Volume (vph) 38 41 9 18 82 54 5 903 34 56 1157 44Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.5 6.5 6.0 6.0Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 1.00 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00Frt 0.99 0.95 0.99 0.99Flt Protected 0.98 0.99 1.00 1.00Satd. Flow (prot) 1568 1530 3511 3503Flt Permitted 0.67 0.95 0.95 0.82Satd. Flow (perm) 1081 1467 3329 2876Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 41 45 10 20 89 59 5 982 37 61 1258 48RTOR Reduction (vph) 0 0 0 0 0 0 0 2 0 0 2 0Lane Group Flow (vph) 0 96 0 0 168 0 0 1022 0 0 1365 0Confl. Peds. (#/hr) 17 17 16 14 14 16Confl. Bikes (#/hr) 5 1Parking (#/hr) 5 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 22.2 22.2 95.3 95.3Effective Green, g (s) 22.2 22.2 95.3 95.3Actuated g/C Ratio 0.17 0.17 0.73 0.73Clearance Time (s) 6.5 6.5 6.0 6.0Vehicle Extension (s) 5.0 5.0 0.2 0.2Lane Grp Cap (vph) 184 250 2440 2108v/s Ratio Protv/s Ratio Perm 0.09 c0.11 0.31 c0.47v/c Ratio 0.52 0.67 0.42 0.65Uniform Delay, d1 49.1 50.5 6.7 8.8Progression Factor 1.00 1.00 0.67 1.00Incremental Delay, d2 5.0 9.0 0.4 1.6Delay (s) 54.1 59.4 4.8 10.4Level of Service D E A BApproach Delay (s) 54.1 59.4 4.8 10.4Approach LOS D E A B
Intersection SummaryHCM 2000 Control Delay 12.9 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.65Actuated Cycle Length (s) 130.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 94.1% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group
G-25
Westmont Shopping Center2: S. Glebe Rd. & 9th Street S. Future Conditions with Development PM
Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 35 85 141 95Volume Left 4 54 21 9Volume Right 18 7 47 2cSH 745 634 1490 1436Volume to Capacity 0.05 0.13 0.01 0.01Queue Length 95th (ft) 4 12 1 0Control Delay (s) 10.1 11.6 1.2 0.8Lane LOS B B A AApproach Delay (s) 10.1 11.6 1.2 0.8Approach LOS B B
Intersection SummaryAverage Delay 4.4Intersection Capacity Utilization 29.9% ICU Level of Service AAnalysis Period (min) 15
G-27
Westmont Shopping Center4: S. Monroe St. & Columbia Pike Future Conditions with Development PM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 11 797 67 52 1027 11 43 24 66 16 77 33Future Volume (vph) 11 797 67 52 1027 11 43 24 66 16 77 33Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 3% -1% -1% 0%Total Lost time (s) 6.5 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00 1.00Frpb, ped/bikes 0.98 1.00 0.97 0.98Flpb, ped/bikes 1.00 1.00 0.99 1.00Frt 0.99 1.00 0.93 0.96Flt Protected 1.00 1.00 0.98 0.99Satd. Flow (prot) 3389 3437 1650 1525Flt Permitted 0.93 0.83 0.72 0.93Satd. Flow (perm) 3162 2862 1210 1421Peak-hour factor, PHF 0.92 0.92 0.92 0.94 0.94 0.94 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 12 866 73 55 1093 12 47 26 72 17 84 36RTOR Reduction (vph) 0 4 0 0 0 0 0 29 0 0 10 0Lane Group Flow (vph) 0 947 0 0 1160 0 0 116 0 0 127 0Confl. Peds. (#/hr) 54 57 57 54 37 23 23 37Confl. Bikes (#/hr) 6 1 1Bus Blockages (#/hr) 0 0 0 0 13 0 0 0 0 0 0 0Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 99.5 99.5 17.5 17.5Effective Green, g (s) 99.5 99.5 17.5 17.5Actuated g/C Ratio 0.77 0.77 0.13 0.13Clearance Time (s) 6.5 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0 2.0Lane Grp Cap (vph) 2420 2190 162 191v/s Ratio Protv/s Ratio Perm 0.30 c0.41 c0.10 0.09v/c Ratio 0.39 0.53 0.72 0.66Uniform Delay, d1 5.1 6.0 53.9 53.4Progression Factor 2.03 0.31 1.00 1.00Incremental Delay, d2 0.4 0.5 11.9 6.5Delay (s) 10.8 2.3 65.8 60.0Level of Service B A E EApproach Delay (s) 10.8 2.3 65.8 60.0Approach LOS B A E E
Intersection SummaryHCM 2000 Control Delay 12.8 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.56Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 88.3% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group
G-29
Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditions with Development PM
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.
G-30
Westmont Shopping Center5: S. Glebe Rd. & Columbia Pike Future Conditions with Development PM
Intersection SummaryHCM 2000 Control Delay 48.8 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 1.05Actuated Cycle Length (s) 130.0 Sum of lost time (s) 28.0Intersection Capacity Utilization 96.5% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group
G-31
Westmont Shopping Center6: S. Highland St. & Service Road Future Conditions with Development PM
Direction, Lane # EB 1 NB 1 SB 1Volume Total 20 150 157Volume Left 5 15 0Volume Right 15 0 12cSH 733 1296 1700Volume to Capacity 0.03 0.01 0.09Queue Length 95th (ft) 2 1 0Control Delay (s) 10.1 0.9 0.0Lane LOS B AApproach Delay (s) 10.1 0.9 0.0Approach LOS B
Intersection SummaryAverage Delay 1.0Intersection Capacity Utilization 28.2% ICU Level of Service AAnalysis Period (min) 15
G-32
Westmont Shopping Center7: Columbia Pike & S. Highland St. Future Conditions with Development PM
Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 36 765 991 82 72 71Future Volume (vph) 36 765 991 82 72 71Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Grade (%) -1% 1% 1%Total Lost time (s) 6.5 6.5 6.5Lane Util. Factor 0.95 0.95 1.00Frpb, ped/bikes 1.00 0.99 0.98Flpb, ped/bikes 1.00 1.00 0.97Frt 1.00 0.99 0.93Flt Protected 1.00 1.00 0.98Satd. Flow (prot) 3433 3358 1607Flt Permitted 0.83 1.00 0.98Satd. Flow (perm) 2860 3358 1607Peak-hour factor, PHF 0.94 0.94 0.92 0.92 0.92 0.92Adj. Flow (vph) 38 814 1077 89 78 77RTOR Reduction (vph) 0 0 4 0 29 0Lane Group Flow (vph) 0 852 1162 0 126 0Confl. Peds. (#/hr) 38 38 29 16Confl. Bikes (#/hr) 4Bus Blockages (#/hr) 0 16 13 0 0 0Parking (#/hr) 5Turn Type Perm NA NA PermProtected Phases 2 6Permitted Phases 2 4Actuated Green, G (s) 100.5 100.5 16.5Effective Green, g (s) 100.5 100.5 16.5Actuated g/C Ratio 0.77 0.77 0.13Clearance Time (s) 6.5 6.5 6.5Vehicle Extension (s) 0.2 0.2 2.0Lane Grp Cap (vph) 2211 2595 203v/s Ratio Prot c0.35v/s Ratio Perm 0.30 c0.08v/c Ratio 0.39 0.45 0.62Uniform Delay, d1 4.8 5.1 53.8Progression Factor 0.35 0.27 1.00Incremental Delay, d2 0.4 0.4 4.2Delay (s) 2.0 1.8 58.0Level of Service A A EApproach Delay (s) 2.0 1.8 58.0Approach LOS A A E
Intersection SummaryHCM 2000 Control Delay 5.9 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.47Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 71.1% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group
G-34
Westmont Shopping Center8: S. Highland St. & Columbia Pike Future Conditions with Development PM
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.
G-36
Westmont Shopping Center9: S Walter Reed Dr & Columbia Pike Future Conditions with Development PM
Intersection SummaryHCM 2000 Control Delay 34.1 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.91Actuated Cycle Length (s) 130.0 Sum of lost time (s) 27.0Intersection Capacity Utilization 89.8% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group
G-37
Westmont Shopping Center10: S. Glebe Rd. & 12th St. S. Future Conditions with Development PM
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 14 2 14 14 4 17 6 887 8 18 1156 32Future Volume (vph) 14 2 14 14 4 17 6 887 8 18 1156 32Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Grade (%) 0% 0% 0% -1%Total Lost time (s) 7.0 7.0 5.5 5.5Lane Util. Factor 1.00 1.00 0.95 0.95Frpb, ped/bikes 0.97 0.97 1.00 1.00Flpb, ped/bikes 0.99 0.99 1.00 1.00Frt 0.94 0.93 1.00 1.00Flt Protected 0.98 0.98 1.00 1.00Satd. Flow (prot) 1639 1641 3530 3311Flt Permitted 0.83 0.85 0.95 0.94Satd. Flow (perm) 1395 1429 3346 3098Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.93 0.93 0.93 0.94 0.94 0.94Adj. Flow (vph) 15 2 15 15 4 18 6 954 9 19 1230 34RTOR Reduction (vph) 0 14 0 0 16 0 0 1 0 0 1 0Lane Group Flow (vph) 0 18 0 0 21 0 0 968 0 0 1282 0Confl. Peds. (#/hr) 30 31 31 30 29 28 28 29Confl. Bikes (#/hr) 5 5 9 10Parking (#/hr) 5Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 6.1 6.1 46.4 46.4Effective Green, g (s) 6.1 6.1 46.4 46.4Actuated g/C Ratio 0.09 0.09 0.71 0.71Clearance Time (s) 7.0 7.0 5.5 5.5Vehicle Extension (s) 2.0 2.0 0.2 0.2Lane Grp Cap (vph) 130 134 2388 2211v/s Ratio Protv/s Ratio Perm 0.01 c0.01 0.29 c0.41v/c Ratio 0.14 0.15 0.41 0.58Uniform Delay, d1 27.0 27.1 3.7 4.5Progression Factor 1.00 1.00 1.00 1.50Incremental Delay, d2 0.2 0.2 0.5 0.6Delay (s) 27.2 27.3 4.3 7.4Level of Service C C A AApproach Delay (s) 27.2 27.3 4.3 7.4Approach LOS C C A A
Intersection SummaryHCM 2000 Control Delay 6.7 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.53Actuated Cycle Length (s) 65.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 67.9% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group
G-39
Westmont Shopping Center11: S. Glebe Rd. & West Alleyway Future Conditions with Development PM
Direction, Lane # WB 1 NB 1 SB 1Volume Total 27 48 65Volume Left 12 0 12Volume Right 15 9 0cSH 950 1700 1559Volume to Capacity 0.03 0.03 0.01Queue Length 95th (ft) 2 0 1Control Delay (s) 8.9 0.0 1.4Lane LOS A AApproach Delay (s) 8.9 0.0 1.4Approach LOS A
Intersection SummaryAverage Delay 2.4Intersection Capacity Utilization 19.9% ICU Level of Service AAnalysis Period (min) 15
G-44
Westmont Shopping Center16: Residential Access & West Alleyway/West Alley Future Conditions with Development PM
Direction, Lane # EB 1 WB 1 NB 1Volume Total 42 38 41Volume Left 0 35 11Volume Right 42 0 30cSH 1700 1567 1004Volume to Capacity 0.02 0.02 0.04Queue Length 95th (ft) 0 2 3Control Delay (s) 0.0 6.8 8.7Lane LOS A AApproach Delay (s) 0.0 6.8 8.7Approach LOS A
Intersection SummaryAverage Delay 5.1Intersection Capacity Utilization 18.6% ICU Level of Service AAnalysis Period (min) 15
G-45
Westmont Shopping Center17: Site Alley/West Alley & Retail Site Driveway Future Conditions with Development PM
Direction, Lane # EB 1 NB 1 SB 1Volume Total 28 43 30Volume Left 0 13 0Volume Right 28 0 0cSH 1044 1583 1700Volume to Capacity 0.03 0.01 0.02Queue Length 95th (ft) 2 1 0Control Delay (s) 8.5 2.2 0.0Lane LOS A AApproach Delay (s) 8.5 2.2 0.0Approach LOS A
Intersection SummaryAverage Delay 3.3Intersection Capacity Utilization 18.8% ICU Level of Service AAnalysis Period (min) 15