Kimley-Horn Hyattsville Transportation Plan Version … › uploads › ...HCM 6th Edition Signalized Ager Rd/Oglethorpe St/School 26 SWB Left 0.579 35.9 D HCM 6th Edition 25 Ager

Intersection Analysis Summary

8/1/2018Report File: K:\...\2037 AM_Build.pdf

Scenario: Base ScenarioVistro File: K:\...\2037 AM Build.vistro

Hyattsville Transportation Plan

D39.20.420NWB RightHCM 6thEdition

SignalizedAger Rd/Oglethorpe

St/School26

D35.90.579SWB LeftHCM 6thEdition

SignalizedAger Rd/23rd Ave25

D46.40.850NB RightHCM 2010SignalizedMD 410/MD 500/Adelphi Rd24

D41.40.686EB LeftHCM 2010SignalizedMD 410/Belcrest Rd23

B13.30.388NB RightHCM 2010SignalizedMD 410/Prince George's

Plaza22

A5.20.418NB RightHCM 2010SignalizedMD 410/Editors Park Dr21

C31.80.612NB LeftHCM 2010SignalizedMD 410/Toledo Terrace20

D42.90.946NEB LeftHCM 2010SignalizedUS 1/41st Place/Charles

Armentrout Drive19

C33.60.879NEBL2HCM 2010SignalizedUS 1/42nd Place/Crittendon

St18

E35.60.047SEB LeftHCM 6thEdition

Two-way stopUS 1/43rd Avenue17

A10.00.347EB LeftHCM 2010SignalizedUS 1/Farragut St16

A3.90.339EB LeftHCM 2010SignalizedUS 1/Gallatin St15

C32.80.730NB LeftHCM 2010SignalizedUS 1 Alt/Charles Armentrout

St14

D44.40.746WB RightHCM 2010SignalizedUS 1 Alt/Decatur St13

E58.70.893NWB RightHCM 2010SignalizedUS 1/Hamilton St (South)/US

1 Alt12

B14.10.003WB RightHCM 2010Two-way stopUS 1/Hamilton St (North)11

B19.90.757EB RightHCM 2010SignalizedUS 1/Jefferson St10

B16.90.639EB RightHCM 2010SignalizedUS 1/Madison St9

B11.90.524EB LeftHCM 2010SignalizedUS 1/Oglethorpe Rd8

B17.70.532WB LeftHCM 2010SignalizedUS 1/Queensbury Rd7

F80.10.929SB RightHCM 2010SignalizedUS 1/MD 4106

D38.70.861SWB RightHCM 2010SignalizedMD 208(Hamilton St)/38th

Ave5

C28.80.801EB RightHCM 2010SignalizedMD 500/Belcrest

Rd/Queensbury Rd4

A9.10.526SEB LeftHCM 2010SignalizedMD 500/Nicholson St3

E59.20.844SEB ThruHCM 2010SignalizedMD 500/Hamilton St2

D35.10.892NEB LeftHCM 2010SignalizedMD 500/Ager Rd1

LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID

Hyattsville Transportation PlanKimley-Horn

Version 6.00-00

Generated with

V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. Forall other control types, they are taken for the whole intersection.

B12.60.000NB ThruHCM 6thEdition

Two-way stopNew Intersection4281

A8.1NWB ThruHCM 2010RoundaboutHamilton St/40th Pl/39th Ave33

A6.30.424EB RightHCM 2010SignalizedAdelphi Rd/Toledo Rd32

C31.80.473WB LeftHCM 2010SignalizedAdelphi Rd/Campus Dr31

C23.70.783SWB ThruHCM 2010SignalizedAdelphi Rd/Belcrest Rd30

A8.60.375EB LeftHCM 2010SignalizedToledo Rd/Belcrest Rd29

B19.70.841EB LeftHCM 2010SignalizedAger Rd/Hamilton St28

B16.30.465NEB LeftHCM 2010SignalizedAger Rd/Nicholson St27

D39.20.420NWB RightHCM 6thEdition

SignalizedAger Rd/Oglethorpe

St/School26


Version 6.00-00

Generated with

0.892Volume to Capacity (v/c):

DLevel Of Service:

35.1Delay (sec / veh):

15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:

Intersection 1: MD 500/Ager Rd

Intersection Level Of Service Report

NoYesYesCrosswalk

0.000.000.00Grade [%]

40.0040.0035.00Speed [mph]

300.00100.00100.00400.00100.00100.00Pocket Length [ft]

100100No. of Lanes in Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]

RightThruThruLeftRightLeftTurning Movement

Lane Configuration

SouthwestboundNortheastboundSouthboundApproach

MD 500MD 500Ager Rd.Name

Intersection Setup

000Bicycle Volume [bicycles/h]

009Pedestrian Volume [ped/h]

000000Local Bus Stopping Rate [/h]

000000On-Street Parking Maneuver Rate [/h]

NoNoNoNoNoNoPresence of On-Street Parking

1315639223484830Total Analysis Volume [veh/h]

3391230871210Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92001.0000Peak Hour Factor

1214388483204440Total Hourly Volume [veh/h]

000000Right-Turn on Red Volume [veh/h]

000000Other Volume [veh/h]

000000Existing Site Adjustment Volume [veh/h]

000000Pass-by Trips [veh/h]

000000Diverted Trips [veh/h]

0852117580Site-Generated Trips [veh/h]

000000In-Process Volume [veh/h]

1.001.001.001.001.001.00Growth Rate

3.852.002.002.002.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor

1213538273033860Base Volume Input [veh/h]

MD 500MD 500Ager Rd.Name

Volumes


Version 6.00-00

Generated with

0Pedestrian Clearance [s]

0Pedestrian Walk [s]

0Pedestrian Signal Group

Exclusive Pedestrian Phase

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.06.00.030.030.00.0Detector Length [ft]

0.0230.00.00.00.00.0Detector Location [ft]

NoNoNoPedestrian Recall

YesNoNoMaximum Recall

NoNoNoMinimum Recall

0.04.00.03.02.00.0l2, Clearance Lost Time [s]

0.02.00.02.02.00.0l1, Start-Up Lost Time [s]

NoNoRest In Walk


000000Walk [s]

0.05.00.03.03.00.0Vehicle Extension [s]

055045200Split [s]

0.01.00.01.01.00.0All red [s]

0.05.00.04.03.00.0Amber [s]

066043300Maximum Green [s]

0200550Minimum Green [s]

---Lead--Lead / Lag

1,4Auxiliary Signal Groups

020140Signal group

SplitSplitPermissiveProtectedOverlapPermissiveControl Type

Phasing & Timing

12.00Lost time [s]

SingleBandPermissive Mode

LeadGreenOffset Reference

0.0Offset [s]

Fully actuatedActuation Type

Time of Day Pattern CoordinatedCoordination Type

120Cycle Length [s]

-Signal Coordination Group

NoLocated in CBD

Intersection Settings


Version 6.00-00

Generated with

7.99666.96389.48470.6595th-Percentile Queue Length [ft/ln]

0.3226.6815.5818.8395th-Percentile Queue Length [veh/ln]



NoYesYesYesCritical Lane Group

BCDDLane Group LOS

14.4331.0949.9037.75d, Delay for Lane Group [s/veh]

0.020.860.850.77X, volume / capacity

Lane Group Results

1.001.001.001.00PF, progression factor

1.001.001.001.00Rp, platoon ratio

0.000.000.000.00d3, Initial Queue Delay [s]

0.045.585.586.20d2, Incremental Delay [s]

1.001.001.001.00I, Upstream Filtering Factor

0.500.500.120.34k, delay calibration

14.3925.5144.3231.55d1, Uniform Delay [s]

7931818408627c, Capacity [veh/h]

1547354717741583s, saturation flow rate [veh/h]

0.010.440.200.31(v / s)_i Volume / Saturation Flow Rate

0.510.510.230.40g / C, Green / Cycle

62622847g_i, Effective Green Time [s]

4.004.003.000.00l2, Clearance Lost Time [s]

0.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

6.006.005.005.00L, Total Lost Time per Cycle [s]

120120120120C, Cycle Length [s]

RCLRLane Group

Lane Group Calculations


Version 6.00-00

Generated with

Movement, Approach, & Intersection Results

d_M, Delay for Movement [s/veh] 0.00 37.75 49.90 0.00 31.09 14.43

Movement LOS D D C B

d_A, Approach Delay [s/veh] 37.75 49.90 30.95

Approach LOS D D C

d_I, Intersection Delay [s/veh] 35.06

Intersection LOS D

Intersection V/C 0.892

----------------Ring 4

----------------Ring 3

----------------Ring 2

-------------421Ring 1

Sequence


Version 6.00-00

Generated with


ELevel Of Service:





Intersection 2: MD 500/Hamilton St


YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

35.0035.0040.0040.00Speed [mph]

50.00100.00100.00100.00100.00200.00200.00100.00220.00200.0100.0100.0200.0Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

RightThruLeftRightThruLeftRightThruLeftRightThruLeftU-tuTurning Movement

Lane Configuration

SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach

Hamilton StHamilton StMD 500MD 500Name

Intersection Setup





NoNoNoNoNoNoNoNoPresence of On-Street Parking



1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200.9200.9200.920Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate

3.852.272.002.002.112.272.632.002.002.632.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Base Volume Adjustment Factor


Hamilton StHamilton StMD 500MD 500Name

Volumes


Version 6.00-00

Generated with





1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.05.05.05.05.05.030.030.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]

NoNoNoNoNoNoNoNoPedestrian Recall

NoNoNoNoYesNoYesNoMaximum Recall

NoNoNoNoNoNoNoNoMinimum Recall

3.03.03.03.03.03.04.04.03.04.04.03.03.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s]

NoNoNoNoRest In Walk


0000000000000Walk [s]

3.03.03.03.03.03.05.05.03.05.05.03.03.0Vehicle Extension [s]

30302430302448481848481818Split [s]

1.01.01.01.01.01.01.01.01.01.01.01.01.0All red [s]

4.04.04.04.04.04.05.05.04.05.05.04.04.0Amber [s]

25251925251942423042421313Maximum Green [s]

55555520205202055Minimum Green [s]

--Lead--Lead--Lead--LeadLeadLead / Lag

Auxiliary Signal Groups

4478832256611Signal group

PermissPermissProtectePermissPermissProtectePermissPermissProtectePermiPermiProtePermiControl Type

Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



120Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with

938.88113.72816.24324.6878.39485.6290.82120.10291.8516.9295th-Percentile Queue Length [ft/ln]

37.564.5532.6512.993.1419.423.634.8011.670.6895th-Percentile Queue Length [veh/ln]



YesNoNoYesNoYesNoNoNoYesCritical Lane Group

FCFDCCBCCBLane Group LOS

176.3330.4895.5542.4320.9131.1119.1824.2927.6919.66d, Delay for Lane Group [s/veh]

1.240.501.060.780.150.730.290.220.480.10X, volume / capacity

Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

129.021.7853.4613.390.453.051.620.801.150.15d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.130.480.500.500.500.500.500.500.11k, delay calibration

47.3128.7042.0929.0320.4628.0517.5623.4926.5419.50d1, Uniform Delay [s]

38926753942068515434436341428277c, Capacity [veh/h]


0.260.130.320.260.060.320.140.090.190.04(v / s)_i Volume / Saturation Flow Rate

0.210.410.300.410.430.430.500.400.400.50g / C, Green / Cycle


3.000.003.000.004.004.000.004.004.000.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.005.005.005.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s]

120120120120120120120120120120C, Cycle Length [s]

CLCLRCLRCLLane Group



Version 6.00-00

Generated with


d_M, Delay for Movement [s/veh] 19.66 19.66 27.69 24.29 19.18 31.11 20.91 42.43 95.55 95.55 30.48 176.33 176.33

Movement LOS B B C C B C C D F F C F F

d_A, Approach Delay [s/veh] 26.88 29.23 76.13 144.84

Approach LOS C C E F


Intersection LOS E


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence


Version 6.00-00

Generated with


ALevel Of Service:





Intersection 3: MD 500/Nicholson St



0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.0100.0100.0150.0100.00100.00150.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

RightThruLeftRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement

Lane Configuration

SoutheastboundSouthwestboundNortheastboundWestboundApproach

Nicholson StMD 500MD 500Nicholson StName

Intersection Setup









0.90000.90000.90000.9000.9000.9000.9000.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Nicholson StMD 500MD 500Nicholson StName

Volumes


Version 6.00-00

Generated with








NoNoNoNoNoNoPedestrian Recall

NoNoNoNoNoNoMaximum Recall

NoNoNoNoNoNoMinimum Recall





0500500050050Walk [s]


0250085100085100250Split [s]

0.01.00.00.01.01.00.00.01.01.00.01.00.0All red [s]

0.03.00.00.03.03.00.00.03.03.00.03.00.0Amber [s]

0300030300030300300Maximum Green [s]


-----Lead---Lead---Lead / Lag



PermissPermissPermissPermiPermiProtePermiPermissPermissProtectePermissPermissPermissControl Type

Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



120Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with

49.37157.02158.310.6077.8078.062.6035.8995th-Percentile Queue Length [ft/ln]

1.976.286.330.023.113.120.101.4495th-Percentile Queue Length [veh/ln]



YesYesNoNoNoNoYesNoCritical Lane Group

BBAAAAABLane Group LOS

17.0410.059.943.046.446.444.9315.61d, Delay for Lane Group [s/veh]

0.420.810.800.020.540.540.100.30X, volume / capacity

Lane Group Results

1.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.841.771.680.010.470.460.070.46d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.110.11k, delay calibration

16.208.298.263.035.985.984.8615.15d1, Uniform Delay [s]

337893913620984987557367c, Capacity [veh/h]


0.120.390.390.020.290.290.090.06(v / s)_i Volume / Saturation Flow Rate

0.140.490.490.650.530.530.650.14g / C, Green / Cycle


2.002.002.000.002.002.000.002.00l2, Clearance Lost Time [s]

2.000.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s]

4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]

3838383838383838C, Cycle Length [s]

CCCLCCLCLane Group



Version 6.00-00

Generated with



Movement LOS B B B A A A A A A B B B B


Approach LOS B A A B


Intersection LOS A


----------------Ring 4

----------------Ring 3

-------------865Ring 2

-------------421Ring 1

Sequence


Version 6.00-00

Generated with


CLevel Of Service:





Intersection 4: MD 500/Belcrest Rd/Queensbury Rd



0.000.000.000.00Grade [%]

45.0030.0030.0030.00Speed [mph]

100.00100.00200.00100.00100.00375.00100.00100.00100.00150.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement

Lane Configuration

SouthwestboundNortheastboundWestboundEastboundApproach

MD 500MD 500Queensbury RoadBelcrest RoadName

Intersection Setup








1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate

0.001.973.702.782.082.213.852.383.852.212.383.85Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor


MD 500MD 500Queensbury RoadBelcrest RoadName

Volumes


Version 6.00-00

Generated with





1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

30.030.030.00.00.00.030.030.030.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]



NoNoNoNoYesYesMinimum Recall

5.05.03.05.05.03.03.03.03.00.03.03.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s]



000000000000Walk [s]

3.03.03.03.03.03.04.04.04.00.06.06.0Vehicle Extension [s]

60604560604545454504545Split [s]

2.02.01.02.02.01.01.01.01.00.01.01.0All red [s]

5.05.04.05.05.04.04.04.04.00.04.04.0Amber [s]

53534053534040404004040Maximum Green [s]

2020102020520202002020Minimum Green [s]

--Lead--Lead--Lag--LagLead / Lag



PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type

Phasing & Timing

12.00Lost time [s]



37.0Offset [s]



150Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with

339.76347.1814.07299.56303.39113.62182.32490.95131.8695th-Percentile Queue Length [ft/ln]

13.5913.890.5611.9812.144.547.2919.645.2795th-Percentile Queue Length [veh/ln]



YesNoNoNoNoYesNoYesNoCritical Lane Group

CCBCCBBDBLane Group LOS

33.7033.6015.3926.5426.5019.1318.8640.2618.86d, Delay for Lane Group [s/veh]

0.840.840.080.670.670.540.390.890.33X, volume / capacity

Lane Group Results

1.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

3.813.700.081.271.250.620.4815.781.11d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.150.450.39k, delay calibration

29.8929.8915.3025.2725.2618.5118.3824.4817.75d1, Uniform Delay [s]

523537389620631750734650617c, Capacity [veh/h]


0.240.240.030.230.230.210.170.370.15(v / s)_i Volume / Saturation Flow Rate

0.290.290.450.340.340.450.410.410.41g / C, Green / Cycle


5.005.000.005.005.000.003.003.003.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]

7.007.007.007.007.007.005.005.005.00L, Total Lost Time per Cycle [s]

898989898989898989C, Cycle Length [s]

CCLCCLCRCLane Group



Version 6.00-00

Generated with


d_M, Delay for Movement [s/veh] 18.86 18.86 40.26 18.86 18.86 18.86 19.13 26.52 26.54 15.39 33.64 33.70

Movement LOS B B D B B B B C C B C C


Approach LOS C B C C


Intersection LOS C


----------------Ring 4

----------------Ring 3

------------8-65Ring 2

------------4-21Ring 1

Sequence


Version 6.00-00

Generated with


DLevel Of Service:





Intersection 5: MD 208(Hamilton St)/38th Ave



0.000.000.000.00Grade [%]

35.0030.0035.0030.00Speed [mph]

100.00100.00125.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration

SoutheastboundSouthwestboundWestboundNorthboundApproach

Hamilton St38th AveHamilton StName

Intersection Setup









0.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Hamilton St38th AveHamilton StName

Volumes


Version 6.00-00

Generated with








NoNoNoNoNoPedestrian Recall

YesYesYesYesYesMaximum Recall

NoNoNoNoYesMinimum Recall





000000000000Walk [s]


404040252525404040505025Split [s]

1.01.01.01.01.01.01.01.01.01.01.01.0All red [s]

4.04.04.04.04.04.04.04.04.04.04.04.0Amber [s]

353535202020353535454515Maximum Green [s]

20202015151520202015155Minimum Green [s]

--Lag--Lag--Lag--LeadLead / Lag



PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type

Phasing & Timing

12.00Lost time [s]



0.0Offset [s]

Semi-actuatedActuation Type

Time of Day Pattern IsolatedCoordination Type

90Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with

525.96107.03473.86285.2968.28174.4995th-Percentile Queue Length [ft/ln]

21.044.2818.9511.412.736.9895th-Percentile Queue Length [veh/ln]



YesNoYesNoNoYesCritical Lane Group

DDECEBLane Group LOS

43.2537.3257.6724.8356.8616.55d, Delay for Lane Group [s/veh]

0.900.400.920.570.460.50X, volume / capacity

Lane Group Results

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

17.384.4025.063.2412.963.04d2, Incremental Delay [s]


0.500.500.500.500.500.50k, delay calibration

25.8732.9232.6121.5843.9013.51d1, Uniform Delay [s]

679268495721111585c, Capacity [veh/h]


0.350.110.280.220.060.31(v / s)_i Volume / Saturation Flow Rate

0.390.390.280.390.390.50g / C, Green / Cycle



0.002.002.000.002.000.00l1_p, Permitted Start-Up Lost Time [s]

5.005.005.005.005.005.00L, Total Lost Time per Cycle [s]


CLCCLCLane Group



Version 6.00-00

Generated with



Movement LOS B B B E C C E E E D D D


Approach LOS B C E D


Intersection LOS D


----------------Ring 4

----------------Ring 3

------------8-65Ring 2

------------4-2-Ring 1

Sequence


Version 6.00-00

Generated with


FLevel Of Service:





Intersection 6: US 1/MD 410



0.000.000.000.00Grade [%]

50.0040.0045.0045.00Speed [mph]

100.00100.00600.00450.00100.00700.00100.00100.00225.00100.00100.00200.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration

SoutheastboundWestboundSouthboundNorthboundApproach

MD 410MD 410US 1US 1Name

Intersection Setup









0.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




MD 410MD 410US 1US 1Name

Volumes


Version 6.00-00

Generated with








NoNoNoNoNoNoNoNoPedestrian Recall

YesNoYesNoYesNoYesNoMaximum Recall

NoNoNoNoNoNoNoNoMinimum Recall





000000000000Walk [s]


72723072723004830484830Split [s]

2.02.01.02.02.01.00.02.01.02.02.01.0All red [s]

4.54.54.04.54.54.00.04.54.04.54.54.0Amber [s]

66662566662504225424225Maximum Green [s]

1515525255025515155Minimum Green [s]

--Lead--Lead--Lead--LeadLead / Lag



PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type

Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



180Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with

408.82698.35401.471298.441187.68307.71857.59891.24253.88479.58491.50317.3895th-Percentile Queue Length [ft/ln]

16.3527.9316.0651.9447.5112.3134.3035.6510.1619.1819.6612.7095th-Percentile Queue Length [veh/ln]



NoNoYesYesNoNoYesNoNoNoNoYesCritical Lane Group

DDFFFFFFDEEELane Group LOS

43.9650.49106.32105.2989.9986.21114.31112.5944.9161.6261.3961.95d, Delay for Lane Group [s/veh]

0.500.750.911.051.040.881.021.010.530.620.620.84X, volume / capacity

Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

2.893.7328.3349.4534.156.9446.7645.055.625.585.389.74d2, Incremental Delay [s]


0.500.500.280.500.500.110.500.500.500.500.500.33k, delay calibration

41.0746.7578.0055.8455.8479.2767.5567.5539.2956.0456.0152.21d1, Uniform Delay [s]

62614032186791346368441465352511529562c, Capacity [veh/h]


0.200.300.110.400.390.090.250.250.180.180.180.24(v / s)_i Volume / Saturation Flow Rate

0.400.400.120.380.380.110.250.250.400.280.280.40g / C, Green / Cycle



0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

6.506.505.006.506.505.006.506.506.506.506.506.50L, Total Lost Time per Cycle [s]

180180180180180180180180180180180180C, Cycle Length [s]

RCLCCLCCLCCLLane Group



Version 6.00-00

Generated with



Movement LOS E E E D F F F F F F D D


Approach LOS E F F E


Intersection LOS F


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence


Version 6.00-00

Generated with


BLevel Of Service:





Intersection 7: US 1/Queensbury Rd


YesYesYesNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0045.0045.00Speed [mph]

200.00100.00200.00100.00100.00350.00100.00100.00150.00100.00100.00250.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration

WestboundEastboundSouthboundNorthboundApproach

QueensburyQueensburyUS 1US 1Name

Intersection Setup









0.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




QueensburyQueensburyUS 1US 1Name

Volumes


Version 6.00-00

Generated with









NoNoYesYesNoMaximum Recall

NoNoNoNoNoMinimum Recall





000000000000Walk [s]


252525252525525252656513Split [s]

1.01.01.01.01.01.01.01.01.01.01.01.0All red [s]

4.04.04.04.04.04.04.54.54.54.54.53.5Amber [s]

20202020202046464660608Maximum Green [s]

88888815151515155Minimum Green [s]

--Lag--Lag--Lag--LeadLead / Lag




Phasing & Timing

12.00Lost time [s]



6.0Offset [s]



90Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with

164.02112.61171.20185.8868.12276.51278.5332.73164.29171.0821.3295th-Percentile Queue Length [ft/ln]

6.564.506.857.442.7211.0611.141.316.576.840.8595th-Percentile Queue Length [veh/ln]



NoNoYesNoNoYesNoNoNoNoYesCritical Lane Group

CCDCDBBBAAALane Group LOS

32.2529.8650.5232.2436.2014.6614.6218.438.208.158.46d, Delay for Lane Group [s/veh]

0.540.330.810.550.290.560.560.170.410.410.17X, volume / capacity

Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

1.310.468.471.220.652.162.121.171.081.030.82d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.120.110.110.500.500.500.500.500.50k, delay calibration

30.9429.3942.0531.0235.5512.5112.5017.267.127.127.63d1, Uniform Delay [s]

3474141883862511036104930611751232437c, Capacity [veh/h]


0.120.070.130.120.060.310.310.090.270.270.12(v / s)_i Volume / Saturation Flow Rate

0.220.220.220.220.220.560.560.560.660.660.66g / C, Green / Cycle


3.003.003.003.003.003.503.503.503.503.500.00l2, Clearance Lost Time [s]

0.000.002.000.002.000.000.002.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.005.005.005.005.005.505.505.505.505.505.50L, Total Lost Time per Cycle [s]

9090909090909090909090C, Cycle Length [s]

RCLCLCCLCCLLane Group



Version 6.00-00

Generated with



Movement LOS A A A B B B D C C D C C


Approach LOS A B C D


Intersection LOS B


----------------Ring 4

----------------Ring 3

------------8-65Ring 2

------------4-2-Ring 1

Sequence


Version 6.00-00

Generated with


BLevel Of Service:





Intersection 8: US 1/Oglethorpe Rd


YesNoYesCrosswalk

0.000.000.00Grade [%]

25.0040.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]

RightLeftRightThruThruLeftTurning Movement

Lane Configuration

EastboundSouthboundNorthboundApproach

OglethorpeUS 1US 1Name

Intersection Setup









0.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.00Growth Rate




OglethorpeUS 1US 1Name

Volumes


Version 6.00-00

Generated with









YesYesYesMaximum Recall




NoNoNoRest In Walk


770000Walk [s]


303090909090Split [s]

1.01.01.01.01.01.0All red [s]

4.04.04.04.04.04.0Amber [s]



-Lag---LagLead / Lag


446622Signal group

SplitSplitPermissivePermissivePermissivePermissiveControl Type

Phasing & Timing

9.00Lost time [s]



66.0Offset [s]



120Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with

236.88304.76302.82242.17238.9295th-Percentile Queue Length [ft/ln]

9.4812.1912.119.699.5695th-Percentile Queue Length [veh/ln]



YesYesNoNoNoCritical Lane Group

DAAAALane Group LOS

47.519.739.628.788.43d, Delay for Lane Group [s/veh]

0.520.530.530.460.44X, volume / capacity

Lane Group Results

1.001.001.001.001.00PF, progression factor

1.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.00d3, Initial Queue Delay [s]

5.311.551.501.251.15d2, Incremental Delay [s]

1.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.500.50k, delay calibration

42.208.188.137.547.28d1, Uniform Delay [s]

3631305132012001253c, Capacity [veh/h]


0.110.380.370.320.32(v / s)_i Volume / Saturation Flow Rate

0.210.710.710.710.71g / C, Green / Cycle


3.003.003.003.003.00l2, Clearance Lost Time [s]

0.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s]

5.005.005.005.005.00L, Total Lost Time per Cycle [s]

120120120120120C, Cycle Length [s]

CCCCCLane Group



Version 6.00-00

Generated with



Movement LOS A A A A D D


Approach LOS A A D


Intersection LOS B


----------------Ring 4

----------------Ring 3

--------------6-Ring 2

------------4-2-Ring 1

Sequence


Version 6.00-00

Generated with


BLevel Of Service:





Intersection 9: US 1/Madison St



0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


MadisonMadisonUS 1US 1Name

Intersection Setup









0.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




MadisonMadisonUS 1US 1Name

Volumes


Version 6.00-00

Generated with








NoNoNoNoPedestrian Recall

YesYesYesYesMaximum Recall

NoNoNoNoMinimum Recall





000777777777Walk [s]


303030303030909090909090Split [s]

1.01.01.01.01.01.01.01.01.01.01.01.0All red [s]

4.04.04.04.04.04.04.04.04.04.04.04.0Amber [s]

252525252525858585858585Maximum Green [s]

151515151515202020202020Minimum Green [s]

--Lag--Lag--Lag--LagLead / Lag



PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type

Phasing & Timing

12.00Lost time [s]


LagEndOffset Reference

74.0Offset [s]



120Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





NoYesYesNoNoNoNoNoCritical Lane Group

DEAABAACLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.00Rp, platoon ratio





42.6047.148.218.1910.807.097.0917.54d1, Uniform Delay [s]

3173301286131937913141319264c, Capacity [veh/h]



0.210.210.710.710.710.710.710.71g / C, Green / Cycle





120120120120120120120120C, Cycle Length [s]

CCCCLCCLLane Group



Version 6.00-00

Generated with



Movement LOS C A A B A A E E E D D D


Approach LOS A A E D


Intersection LOS B


----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------4-2-Ring 1

Sequence


Version 6.00-00

Generated with


BLevel Of Service:





Intersection 10: US 1/Jefferson St


YesYesNoYesCrosswalk

0.000.000.000.00Grade [%]

30.0025.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00175.00100.00100.00150.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Jefferson StUS 1US 1Name

Intersection Setup









1.00001.00001.00000.90001.00000.90000.90000.90001.00001.00000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Jefferson StUS 1US 1Name

Volumes


Version 6.00-00

Generated with









NoNoYesYesYesMaximum Recall






070777770000Walk [s]


02502525257575009520Split [s]

0.01.00.01.01.01.01.01.00.00.01.01.0All red [s]

0.04.00.04.04.04.04.04.00.00.04.04.0Amber [s]

02002020207070009015Maximum Green [s]

0200202020202000208Minimum Green [s]

-----Lag-----LeadLead / Lag




Phasing & Timing

9.00Lost time [s]



90.0Offset [s]



120Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





NoYesNoNoNoNoNoYesCritical Lane Group

DDCCBAACLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.00Rp, platoon ratio





44.0347.1617.7317.6317.235.235.2323.91d1, Uniform Delay [s]

2382991058108730913971397464c, Capacity [veh/h]



0.170.170.580.580.580.750.750.75g / C, Green / Cycle





120120120120120120120120C, Cycle Length [s]

CCCCLCCLLane Group



Version 6.00-00

Generated with



Movement LOS C A A B C C D D D D D D


Approach LOS B C D D


Intersection LOS B


----------------Ring 4

----------------Ring 3

--------------65Ring 2

------------4-2-Ring 1

Sequence


Version 6.00-00

Generated with


BLevel Of Service:




Two-way stopControl Type:

Intersection 11: US 1/Hamilton St (North)


YesYesNoCrosswalk

0.000.000.00Grade [%]

30.0035.0030.00Speed [mph]

100.00100.00100.00150.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]

RightLeftThruLeftRightThruTurning Movement

Lane Configuration

WestboundSouthboundNorthboundApproach

Hamilton St (North)US 1US 1Name

Intersection Setup





1.00001.00000.90001.00001.00000.9000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Hamilton St (North)US 1US 1Name

Volumes


Version 6.00-00

Generated with

BIntersection LOS

0.00d_I, Intersection Delay [s/veh]

BAAApproach LOS

14.120.000.00d_A, Approach Delay [s/veh]



BAAAMovement LOS

14.120.000.000.000.000.00d_M, Delay for Movement [s/veh]

0.000.000.020.000.000.01V/C, Movement V/C Ratio


000Number of Storage Spaces in Median

NoTwo-Stage Gap Acceptance

000Storage Area [veh]

Flared Lane

StopFreeFreePriority Scheme



Version 6.00-00

Generated with


ELevel Of Service:





Intersection 12: US 1/Hamilton St (South)/US 1 Alt


NoYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0030.0030.00Speed [mph]

250.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration

NorthwestboundEastboundSouthboundNorthboundApproach

US 1 ALTHamiltonUS 1US 1Name

Intersection Setup









0.90001.00000.90000.90000.90000.90001.00000.90000.90000.90000.90001.0000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




US 1 ALTHamiltonUS 1US 1Name

Volumes


Version 6.00-00

Generated with









NoNoYesNoYesMaximum Recall

NoNoNoYesNoMinimum Recall



NoNoNoRest In Walk


555000000000Walk [s]


5555550000651550500Split [s]

1.01.01.00.00.00.00.01.00.01.01.00.0All red [s]

3.03.03.00.00.00.00.04.04.04.04.00.0Amber [s]

3030300000632055550Maximum Green [s]


--Lag-----Lead---Lead / Lag



OverlapPermissPermissSplitSplitPermissPermissPermissProtectePermissPermissPermissControl Type

Phasing & Timing

12.00Lost time [s]



18.0Offset [s]



120Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with

1514.04151.46426.28426.28546.15183.17182.5295th-Percentile Queue Length [ft/ln]

60.566.0617.0517.0521.857.337.3095th-Percentile Queue Length [veh/ln]



YesNoNoNoYesNoNoCritical Lane Group

FCCCECCLane Group LOS

107.9922.1627.8027.8059.6027.2427.14d, Delay for Lane Group [s/veh]

1.150.230.680.680.940.280.28X, volume / capacity

Lane Group Results

1.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

80.990.155.055.0526.751.030.98d2, Incremental Delay [s]

1.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.110.500.500.500.500.50k, delay calibration

27.0022.0122.7522.7532.8526.2126.15d1, Uniform Delay [s]

871785735735549684697c, Capacity [veh/h]


0.630.100.340.340.480.110.10(v / s)_i Volume / Saturation Flow Rate

0.550.430.500.500.500.380.38g / C, Green / Cycle


0.002.003.003.000.003.003.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

4.004.005.005.005.005.005.00L, Total Lost Time per Cycle [s]

120120120120120120120C, Cycle Length [s]

RCCCLCCLane Group



Version 6.00-00

Generated with



Movement LOS C C E C C C C F


Approach LOS C D A F


Intersection LOS E


----------------Ring 4

----------------Ring 3

--------------65Ring 2

------------8-2-Ring 1

Sequence


Version 6.00-00

Generated with


DLevel Of Service:





Intersection 13: US 1 Alt/Decatur St


NoYesNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.0075.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]

ThruLeftRightLeftRightThruTurning Movement

Lane Configuration

SouthwestboundWestboundNorthboundApproach

US 1 ALTDecauter StUS 1 ALTName

Intersection Setup









0.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.00Growth Rate




US 1 ALTDecauter StUS 1 ALTName

Volumes


Version 6.00-00

Generated with









YesNoNoYesMaximum Recall




NoNoNoRest In Walk


000000Walk [s]


3030030030Split [s]

1.01.00.01.00.01.0All red [s]

5.04.00.04.00.05.0Amber [s]



-Lead-Lag--Lead / Lag


250406Signal group

PermissiveProtectedPermissiSplitSplitUnsignalizedPermissiveControl Type

Phasing & Timing

9.00Lost time [s]



15.0Offset [s]


Free RunningCoordination Type

80Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





NoYesYesNoYesCritical Lane Group

ABFCBLane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





5.699.1132.5028.9212.79d1, Uniform Delay [s]

12574912973331045c, Capacity [veh/h]



0.680.680.190.190.56g / C, Green / Cycle






CLRLCLane Group



Version 6.00-00

Generated with



Movement LOS B C F B A


Approach LOS B F A


Intersection LOS D


----------------Ring 4

----------------Ring 3

--------------65Ring 2

------------4-2-Ring 1

Sequence


Version 6.00-00

Generated with


CLevel Of Service:





Intersection 14: US 1 Alt/Charles Armentrout St


YesYesYesCrosswalk

0.000.000.00Grade [%]

25.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Charles L ArmentroutUS 1 ALTUS 1 AltName

Intersection Setup









0.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.00Growth Rate




Charles L ArmentroutUS 1 ALTUS 1 AltName

Volumes


Version 6.00-00

Generated with









NoNoNoNoMaximum Recall




NoNoNoRest In Walk


550550Walk [s]


39390328149Split [s]

1.01.00.01.01.00.0All red [s]

3.03.00.03.03.03.0Amber [s]



-Lead---LeadLead / Lag


330625Signal group

UnsignalizedPermissivePermissivePermissivePermissiveProtectedPermissiControl Type

Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



120Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





YesNoYesNoYesCritical Lane Group

DBCAFLane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





30.4515.9320.051.3513.52d1, Uniform Delay [s]

4251861015821117c, Capacity [veh/h]



0.020.330.330.850.85g / C, Green / Cycle






LRCCLLane Group



Version 6.00-00

Generated with



Movement LOS F A C B D


Approach LOS D C D


Intersection LOS C


----------------Ring 4

----------------Ring 3

--------------65Ring 2

-------------3-2Ring 1

Sequence


Version 6.00-00

Generated with


ALevel Of Service:





Intersection 15: US 1/Gallatin St


NoYesNoCrosswalk

0.000.000.00Grade [%]

0.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Gallatin St.US 1US 1Name

Intersection Setup









1.00001.00000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.00Growth Rate




Gallatin St.US 1US 1Name

Volumes


Version 6.00-00

Generated with









NoYesYesMaximum Recall




Rest In Walk


050000Walk [s]


01575757575Split [s]

0.01.00.00.00.00.0All red [s]

0.03.04.04.04.04.0Amber [s]



-Lead---LagLead / Lag


042266Signal group

PermissivePermissivePermissivePermissivePermissivePermissiveControl Type

Phasing & Timing

6.00Lost time [s]



2.0Offset [s]



120Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





YesYesNoNoNoCritical Lane Group

EAAAALane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





58.242.552.522.001.96d1, Uniform Delay [s]

351509154314031292c, Capacity [veh/h]



0.020.830.830.830.83g / C, Green / Cycle





120120120120120C, Cycle Length [s]

CCCCCLane Group



Version 6.00-00

Generated with



Movement LOS A A A A E E


Approach LOS A A E


Intersection LOS A


----------------Ring 4

----------------Ring 3

--------------6-Ring 2

------------842-Ring 1

Sequence


Version 6.00-00

Generated with


ALevel Of Service:





Intersection 16: US 1/Farragut St


YesYesNoCrosswalk

0.000.000.00Grade [%]

35.0025.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]

ThruLeftRightLeftRightThruTurning Movement

Lane Configuration

NortheastboundEastboundSouthboundApproach

US 1FarragutUS 1Name

Intersection Setup









0.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.00Growth Rate




US 1FarragutUS 1Name

Volumes


Version 6.00-00

Generated with









YesYesYesMaximum Recall




NoNoNoRest In Walk


007700Walk [s]


898931318989Split [s]

1.01.01.01.01.01.0All red [s]

5.05.04.04.05.05.0Amber [s]



-Lag-Lag--Lead / Lag


224466Signal group

PermissivePermissiveSplitSplitPermissivePermissiveControl Type

Phasing & Timing

9.00Lost time [s]



96.0Offset [s]



120Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





NoYesYesNoCritical Lane Group

ADAALane Group LOS

7.5339.368.908.90d, Delay for Lane Group [s/veh]

0.270.180.410.41X, volume / capacity

Lane Group Results

1.001.001.001.00PF, progression factor

1.001.001.001.00Rp, platoon ratio

0.000.000.000.00d3, Initial Queue Delay [s]

0.521.050.960.96d2, Incremental Delay [s]

1.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.50k, delay calibration

7.0038.317.947.94d1, Uniform Delay [s]

127537312881289c, Capacity [veh/h]


0.190.040.280.28(v / s)_i Volume / Saturation Flow Rate

0.690.220.690.69g / C, Green / Cycle


4.003.004.004.00l2, Clearance Lost Time [s]

2.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

6.005.006.006.00L, Total Lost Time per Cycle [s]


CCCCLane Group



Version 6.00-00

Generated with



Movement LOS A A D D A A


Approach LOS A D A


Intersection LOS A


----------------Ring 4

----------------Ring 3

--------------6-Ring 2

------------4-2-Ring 1

Sequence


Version 6.00-00

Generated with


ELevel Of Service:



HCM 6th EditionAnalysis Method:


Intersection 17: US 1/43rd Avenue


YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00150.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration

SoutheastboundSouthwestboundNortheastboundApproach

US 1US 1Name

Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




US 1US 1Name

Volumes


Version 6.00-00

Generated with

EIntersection LOS


CAAApproach LOS

15.270.002.77d_A, Approach Delay [s/veh]



BEAAABMovement LOS

13.8435.580.000.000.0010.94d_M, Delay for Movement [s/veh]

0.160.050.000.010.000.16V/C, Movement V/C Ratio



NoTwo-Stage Gap Acceptance


NoFlared Lane

StopFreeFreePriority Scheme



Version 6.00-00

Generated with


CLevel Of Service:





Intersection 18: US 1/42nd Place/Crittendon St


NoYesYesYesCrosswalk

0.000.000.000.00Grade [%]

35.0035.0025.0025.00Speed [mph]

100.00100.00100.00100.00100.00150.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

Right2RightThruThruLeftLeft2RightThruLeftRight2RightLeftTurning Movement

Lane Configuration

SouthwestboundNortheastboundEastboundSouthboundApproach

US 1US 1Crittenden St42nd PlName

Intersection Setup









0.90000.90000.90000.90000.90001.00000.90000.90001.00000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




US 1US 1Crittenden St42nd PlName

Volumes


Version 6.00-00

Generated with









NoYesNoNoMaximum Recall






000000000000Walk [s]


6666666666030300242424Split [s]

4.04.01.04.04.00.01.01.00.01.01.01.0All red [s]

5.05.03.05.05.00.04.04.00.04.04.04.0Amber [s]

6060306060025250191919Maximum Green [s]

2020520200550555Minimum Green [s]

----Lag------LagLead / Lag



SplitSplitSplitSplitSplitSplitSplitSplitSplitSplitSplitSplitControl Type

Phasing & Timing

12.00Lost time [s]



12.0Offset [s]



120Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





NoNoNoYesYesYesCritical Lane Group

BBBFEELane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





9.989.9510.2838.2746.9458.41d1, Uniform Delay [s]

12111222217729834130c, Capacity [veh/h]



0.660.660.620.620.210.02g / C, Green / Cycle





120120120120120120C, Cycle Length [s]

CCCLCCLane Group



Version 6.00-00

Generated with



Movement LOS E E E E E F F B B B B


Approach LOS E E D B


Intersection LOS C


----------------Ring 4

----------------Ring 3

--------------6-Ring 2

------------432-Ring 1

Sequence


Version 6.00-00

Generated with


DLevel Of Service:





Intersection 19: US 1/41st Place/Charles Armentrout Drive



0.000.000.000.00Grade [%]

25.0025.0035.0043.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00200.00200.00100.00200.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


41stCharles L ArmentroutUS 1US 1Name

Intersection Setup









0.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




41stCharles L ArmentroutUS 1US 1Name

Volumes


Version 6.00-00

Generated with









NoYesNoYesNoYesMaximum Recall






000000000000Walk [s]


666666546666545423313131Split [s]

2.02.02.01.02.02.01.01.01.01.01.01.0All red [s]

4.04.04.05.04.04.05.05.04.05.05.05.0Amber [s]

606060486060484818252525Maximum Green [s]

888208820205202020Minimum Green [s]

--Lag--Lag--Lead--LagLead / Lag



PermissPermissPermissOverlapPermissPermissPermissPermissProtectePermissPermissPermissControl Type

Phasing & Timing

12.00Lost time [s]



42.0Offset [s]



120Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





NoYesYesNoNoNoYesNoNoCritical Lane Group

BDDCCDEDELane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.00Rp, platoon ratio





15.0633.5929.7028.6628.6631.4744.0240.5760.00d1, Uniform Delay [s]

97563278274574558132973960c, Capacity [veh/h]



0.500.400.500.400.400.400.210.210.21g / C, Green / Cycle





120120120120120120120120120C, Cycle Length [s]

CRCCCLRCLLane Group



Version 6.00-00

Generated with



Movement LOS E D E D C C D D D B B B


Approach LOS D D D B


Intersection LOS D


----------------Ring 4

----------------Ring 3

------------8-65Ring 2

------------4-2-Ring 1

Sequence


Version 6.00-00

Generated with


CLevel Of Service:





Intersection 20: MD 410/Toledo Terrace



0.000.000.000.00Grade [%]

45.0050.0030.0030.00Speed [mph]

175.00100.00175.00900.00100.00500.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


MD 410MD 410Toledo TerraceName

Intersection Setup









0.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




MD 410MD 410Toledo TerraceName

Volumes


Version 6.00-00

Generated with









YesYesNoNoNoMaximum Recall






000000000000Walk [s]


78787810810830424242424242Split [s]

1.51.51.51.51.51.02.02.02.02.02.02.0All red [s]

4.54.54.54.54.54.04.04.04.04.04.04.0Amber [s]

72727210210225363636363636Maximum Green [s]

20202020205888888Minimum Green [s]

--Lag--Lead--Lag--LagLead / Lag



PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type

Phasing & Timing

12.00Lost time [s]



9.0Offset [s]



150Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





NoYesNoNoNoYesYesNoNoNoCritical Lane Group

BBCABBEEDFLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





12.7518.5221.468.689.8014.2852.4759.0546.0272.02d1, Uniform Delay [s]

933213139410742412357392279389120c, Capacity [veh/h]



0.600.600.600.680.680.680.240.240.240.24g / C, Green / Cycle





150150150150150150150150150150C, Cycle Length [s]

RCLRCLCLCLLane Group



Version 6.00-00

Generated with



Movement LOS F D D E E E B B A C B B


Approach LOS F E B B


Intersection LOS C


----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------4-21Ring 1

Sequence


Version 6.00-00

Generated with


ALevel Of Service:





Intersection 21: MD 410/Editors Park Dr


YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00100.00150.00200.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

ThruLeftU-turnRightThruRightLeftTurning Movement

Lane Configuration

WestboundEastboundNorthboundApproach

MD 410MD 410Editors Park DrName

Intersection Setup








1.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.00Growth Rate

2.051.890.001.642.000.003.85Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor


MD 410MD 410Editors Park DrName

Volumes


Version 6.00-00

Generated with






0.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.0Detector Location [ft]


NoNoNoMaximum Recall



2.00.00.00.02.00.02.0l1, Start-Up Lost Time [s]

NoNoNoRest In Walk


5000505Walk [s]

3.00.00.00.03.00.03.0Vehicle Extension [s]

4600046074Split [s]

1.00.00.00.01.00.01.0All red [s]

3.00.00.00.03.00.03.0Amber [s]



------LeadLead / Lag


2000605Signal group

PermissivePermissivePermissivePermissivePermissivePermissivePermissiveControl Type

Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



120Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





YesNoNoNoYesCritical Lane Group

AAAABLane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





4.107.633.153.9513.09d1, Uniform Delay [s]

29604469272070299c, Capacity [veh/h]



0.590.590.590.590.18g / C, Green / Cycle






CLRCCLane Group



Version 6.00-00

Generated with


d_M, Delay for Movement [s/veh] 16.61 16.61 4.10 3.21 7.87 7.87 4.22

Movement LOS B B A A A A A


Approach LOS B A A


Intersection LOS A


----------------Ring 4

----------------Ring 3

---------------6Ring 2

--------------52Ring 1

Sequence


Version 6.00-00

Generated with


BLevel Of Service:





Intersection 22: MD 410/Prince George's Plaza



0.000.000.000.00Grade [%]

45.0045.0030.0030.00Speed [mph]

100.00100.00325.00100.00100.00225.00250.00100.00250.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


MD 410MD 410PG PlazaMetroName

Intersection Setup









0.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




MD 410MD 410PG PlazaMetroName

Volumes


Version 6.00-00

Generated with









YesNoYesNoNoNoMaximum Recall






000000000000Walk [s]


606030606030303030303030Split [s]

1.51.51.01.51.51.01.51.51.51.51.51.5All red [s]

4.54.54.04.54.54.04.04.04.04.04.04.0Amber [s]

545425545425242424242424Maximum Green [s]

2020520205555555Minimum Green [s]

--Lead--Lead--Lag--LagLead / Lag



PermissPermissProtectePermissPermissProtecteSplitSplitSplitSplitSplitSplitControl Type

Phasing & Timing

12.00Lost time [s]



39.0Offset [s]



150Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





YesNoNoNoNoYesYesNoNoYesNoCritical Lane Group

AAAAAAEEEEELane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





8.088.083.977.187.184.9671.2170.9770.9668.8766.80d1, Uniform Delay [s]

13222555518130225613875061112108234c, Capacity [veh/h]



0.720.720.790.720.720.790.030.030.030.070.07g / C, Green / Cycle





150150150150150150150150150150150C, Cycle Length [s]

CCLCCLRCLCLLane Group



Version 6.00-00

Generated with



Movement LOS E E E E E E A A A A A A


Approach LOS E E A A


Intersection LOS B


----------------Ring 4

----------------Ring 3

--------------65Ring 2

------------4321Ring 1

Sequence


Version 6.00-00

Generated with


DLevel Of Service:





Intersection 23: MD 410/Belcrest Rd



0.000.000.000.00Grade [%]

45.0045.0030.0030.00Speed [mph]

100.00100.00225.00100.00100.00225.00100.00100.00250.00100.00100.00250.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


MD 410MD 410Belcrest RdBelcrest RoadName

Intersection Setup









0.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




MD 410MD 410Belcrest RdBelcrest RoadName

Volumes


Version 6.00-00

Generated with








NoNoNoNoNoNoNoNoNoNoPedestrian Recall

YesYesNoYesYesNoNoNoNoNoMaximum Recall

NoNoNoNoNoNoNoNoNoNoMinimum Recall





000000050000Walk [s]


585850343426204620363630Split [s]

2.02.01.02.02.01.01.01.01.02.02.01.0All red [s]

4.54.53.04.54.53.03.03.03.04.04.03.0Amber [s]

505030505030303030212130Maximum Green [s]

2020520205555555Minimum Green [s]


2,36,7Auxiliary Signal Groups


OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type

Phasing & Timing

12.00Lost time [s]



144.0Offset [s]



150Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





NoYesNoNoNoYesYesNoYesNoNoNoCritical Lane Group

BCEBCEEEDEEDLane Group LOS

10.4626.7072.8014.5428.4878.3368.8263.5241.7161.3361.1347.76d, Delay for Lane Group [s/veh]

0.070.620.900.230.460.850.890.830.240.570.560.67X, volume / capacity

Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.131.5910.680.590.9411.429.394.970.291.921.801.86d2, Incremental Delay [s]


0.500.500.110.500.500.110.110.110.110.110.110.11k, delay calibration

10.3325.1162.1313.9527.5466.9159.4358.5541.4259.4159.3245.90d1, Uniform Delay [s]

99818652779351642168305350435270278416c, Capacity [veh/h]


0.040.330.140.140.210.080.170.160.070.090.080.13(v / s)_i Volume / Saturation Flow Rate

0.640.530.160.600.460.090.190.190.280.150.150.27g / C, Green / Cycle



0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

4.006.504.004.006.504.004.004.004.006.006.005.00L, Total Lost Time per Cycle [s]

150150150150150150150150150150150150C, Cycle Length [s]

RCLRCLCCLCCLLane Group



Version 6.00-00

Generated with



Movement LOS D E E D E E E C B E C B


Approach LOS D E C C


Intersection LOS D


----------------Ring 4

----------------Ring 3

------------4765Ring 2

------------8321Ring 1

Sequence


Version 6.00-00

Generated with


DLevel Of Service:





Intersection 24: MD 410/MD 500/Adelphi Rd



0.000.000.000.00Grade [%]

50.0045.0045.0045.00Speed [mph]

150.00100.00350.00100.00100.00300.00150.00100.00350.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


MD 410MD 410Adelphi RdMD 500Name

Intersection Setup









0.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




MD 410MD 410Adelphi RdMD 500Name

Volumes


Version 6.00-00

Generated with








NoNoNoNoNoNoNoNoNoPedestrian Recall

NoNoNoYesNoNoNoNoNoMaximum Recall

NoNoNoNoNoNoNoNoNoMinimum Recall





550000000050Walk [s]


727250037150533003310Split [s]

2.02.02.00.02.02.00.02.01.00.01.01.0All red [s]

5.05.04.00.05.04.00.05.03.00.03.03.0Amber [s]

30304403090233003030Maximum Green [s]





OverlapPermissProtecteUnsignaPermissProtectePermissPermissProtectePermissPermissProtecteControl Type

Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



150Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





NoYesNoNoYesNoNoYesYesNoNoCritical Lane Group

ADCDCCDEFDFLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





1.5934.9926.4640.6126.3534.4640.5964.1157.2451.4373.25d1, Uniform Delay [s]

139616488541278226522117044637083928c, Capacity [veh/h]



0.880.460.530.360.530.330.330.130.240.240.02g / C, Green / Cycle





150150150150150150150150150150150C, Cycle Length [s]

RCLCLRCLRCLLane Group



Version 6.00-00

Generated with



Movement LOS F D F E D C C D C D A


Approach LOS F D D C


Intersection LOS D


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence


Version 6.00-00

Generated with


DLevel Of Service:





Intersection 25: Ager Rd/23rd Ave



NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

35.0035.0030.0030.00Speed [mph]

100.00100.00200.00100.00100.00200.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Ager Rd.Ager Rd.23rd AveRittenhouse StName

Intersection Setup


0000v_ab, Corner Pedestrian Volume [ped/h]

0000v_ci, Inbound Pedestrian Volume crossing mi

0000v_co, Outbound Pedestrian Volume crossing

0000v_di, Inbound Pedestrian Volume crossing m

0000v_do, Outbound Pedestrian Volume crossing







1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Ager Rd.Ager Rd.23rd AveRittenhouse StName

Volumes


Version 6.00-00

Generated with















000000070000Walk [s]


0390039003000250Split [s]

0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]

0.04.00.00.04.00.00.04.00.00.04.00.0Amber [s]

0350035003000200Maximum Green [s]


------------Lead / Lag



PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type

Phasing & Timing

0.00Lost time [s]



0.0Offset [s]

Fixed timeActuation Type


90Cycle Length [s]


YesLocated in CBD



Version 6.00-00

Generated with





NoNoNoYesNoNoYesNoCritical Lane Group

CCDDDCDCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.00Rp, platoon ratio





19.6219.6240.3925.1425.1224.9331.0228.19d1, Uniform Delay [s]

653654110621654297422396c, Capacity [veh/h]



0.390.390.390.390.390.390.280.22g / C, Green / Cycle





9090909090909090C, Cycle Length [s]

CCLCCLCCLane Group



Version 6.00-00

Generated with



Movement LOS C C C D D D C D D D C C


Approach LOS C D D C


Intersection LOS D


Other Modes

g_Walk,mi, Effective Walk Time [s] 34.0 34.0 20.0 11.0

M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00

M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00

d_p, Pedestrian Delay [s] 17.42 17.42 27.22 34.67

I_p,int, Pedestrian LOS Score for Intersection 1.757 1.970 3.181 2.661

Crosswalk LOS A A C B

s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000

c_b, Capacity of the bicycle lane [bicycles/h] 444 556 778 778

d_b, Bicycle Delay [s] 27.22 23.47 16.81 16.81

I_b,int, Bicycle LOS Score for Intersection 1.649 2.145 2.471 1.966

Bicycle LOS A B B A

----------------Ring 4

----------------Ring 3

-------------8-6Ring 2

-------------4-2Ring 1

Sequence


Version 6.00-00

Generated with


DLevel Of Service:





Intersection 26: Ager Rd/Oglethorpe St/School



NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

35.0035.0030.0030.00Speed [mph]

100.00100.00350.001200.00100.00200.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Ager Rd.Ager Rd.SchoolOglethorpe StName

Intersection Setup


0000v_ab, Corner Pedestrian Volume [ped/h]

0000v_ci, Inbound Pedestrian Volume crossing mi

0000v_co, Outbound Pedestrian Volume crossing

0000v_di, Inbound Pedestrian Volume crossing m

0000v_do, Outbound Pedestrian Volume crossing







1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Ager Rd.Ager Rd.SchoolOglethorpe StName

Volumes


Version 6.00-00

Generated with















070070070000Walk [s]


045300453003000300Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.04.04.00.04.04.00.04.00.00.04.00.0Amber [s]

030200302002000200Maximum Green [s]


--Lead--Lead------Lead / Lag



PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type

Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


YesLocated in CBD



Version 6.00-00

Generated with





NoNoYesYesNoNoNoYesCritical Lane Group

CCBDDACDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.00Rp, platoon ratio





28.0628.0614.0232.1232.118.9332.7534.02d1, Uniform Delay [s]

614618549601618639350371c, Capacity [veh/h]



0.370.370.640.370.370.640.230.23g / C, Green / Cycle





109109109109109109109109C, Cycle Length [s]

CCLCCLCCLane Group



Version 6.00-00

Generated with



Movement LOS D D D C C C A D D B C C


Approach LOS D C D C


Intersection LOS D


Other Modes

g_Walk,mi, Effective Walk Time [s] 11.0 11.0 25.0 11.0

M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00

M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00

d_p, Pedestrian Delay [s] 34.67 34.67 23.47 34.67

I_p,int, Pedestrian LOS Score for Intersection 1.783 1.894 2.729 2.765

Crosswalk LOS A A B C

s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000

c_b, Capacity of the bicycle lane [bicycles/h] 556 556 889 889

d_b, Bicycle Delay [s] 23.47 23.47 13.89 13.89

I_b,int, Bicycle LOS Score for Intersection 1.683 1.589 2.457 2.274

Bicycle LOS A A B B

----------------Ring 4

----------------Ring 3

------------8-65Ring 2

------------4-21Ring 1

Sequence


Version 6.00-00

Generated with


BLevel Of Service:





Intersection 27: Ager Rd/Nicholson St



0.000.000.000.00Grade [%]

35.0030.0030.0035.00Speed [mph]

100.0100.0100.0200.0100.00100.00100.00100.00100.00100.001500.100.0100.0225.0Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftU-tuTurning Movement

Lane Configuration

SoutheastboundSouthwestboundNortheastboundNorthboundApproach

Ager Rd.Nicholson StNicholson StAger Rd.Name

Intersection Setup








1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Other Adjustment Factor

0.9000.9000.9000.9000.90000.90000.90000.90000.90000.90000.9000.9000.9000.900Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate

3.572.002.440.001.740.000.001.820.002.000.002.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Base Volume Adjustment Factor


Ager Rd.Nicholson StNicholson StAger Rd.Name

Volumes


Version 6.00-00

Generated with





1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]




0.02.00.00.00.02.00.00.02.00.00.02.00.00.0l2, Clearance Lost Time [s]

0.02.00.00.00.02.00.00.02.00.00.02.00.00.0l1, Start-Up Lost Time [s]



05000500500500Walk [s]

0.03.00.00.00.03.00.00.03.00.00.03.00.00.0Vehicle Extension [s]

057000330033005700Split [s]

0.01.00.00.00.01.00.00.01.00.00.01.00.00.0All red [s]

0.03.00.00.00.03.00.00.03.00.00.03.00.00.0Amber [s]

030000300030003000Maximum Green [s]


--------------Lead / Lag



PermiPermiPermiPermiPermissPermissPermissPermissPermissPermissPermiPermiPermiPermiControl Type

Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





YesNoNoYesNoNoNoNoCritical Lane Group

BBBCCBBBLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.00Rp, platoon ratio





10.0810.0816.1026.3027.1810.0610.0615.56d1, Uniform Delay [s]

1058109734656538210851097352c, Capacity [veh/h]



0.590.590.590.320.320.590.590.59g / C, Green / Cycle





9090909090909090C, Cycle Length [s]

CCLCCCCLLane Group



Version 6.00-00

Generated with


d_M, Delay for Movement [s/veh] 16.29 16.29 11.22 11.23 33.31 33.31 33.31 31.44 31.44 31.44 17.27 17.27 11.27 11.29

Movement LOS B B B B C C C C C C B B B B


Approach LOS B C C B


Intersection LOS B


----------------Ring 4

----------------Ring 3

--------------86Ring 2

--------------42Ring 1

Sequence


Version 6.00-00

Generated with


BLevel Of Service:





Intersection 28: Ager Rd/Hamilton St



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

1500.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration

SoutheastboundNorthwestboundWestboundEastboundApproach

Ager Rd.Ager Rd.Hamilton StHamilton StName

Intersection Setup









0.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Ager Rd.Ager Rd.Hamilton StHamilton StName

Volumes


Version 6.00-00

Generated with









NoNoNoNoNoMaximum Recall

YesYesYesNoNoMinimum Recall





000000000000Walk [s]


05015035003000300Split [s]

0.01.01.00.01.00.00.01.00.00.01.00.0All red [s]

0.04.03.00.04.00.00.03.00.00.03.00.0Amber [s]

04510030002600260Maximum Green [s]


--Lead---------Lead / Lag



PermissPermissProtectePermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type

Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



80Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





YesNoNoNoNoNoNoNoYesCritical Lane Group

BBBBCCCCDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.00Rp, platoon ratio





11.2610.6316.7416.7032.0922.9220.6519.6636.05d1, Uniform Delay [s]

974791631685221483617536160c, Capacity [veh/h]



0.550.550.370.370.370.340.340.340.34g / C, Green / Cycle





777777777777777777C, Cycle Length [s]

CLCCLCCCCLane Group



Version 6.00-00

Generated with



Movement LOS D C C C C C C B B B B B


Approach LOS C C C B


Intersection LOS B


----------------Ring 4

----------------Ring 3

-------------86-Ring 2

-------------421Ring 1

Sequence


Version 6.00-00

Generated with


ALevel Of Service:





Intersection 29: Toledo Rd/Belcrest Rd


YesYesNoYesCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.0100.0100.0200.0100.0100.0100.0400.0Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

RightThruLeftRightThruLeftRightThruLeftU-tuRightThruLeftU-tuTurning Movement

Lane Configuration


Toledo RdToledo RdBelcrest RdBelcrest RdName

Intersection Setup








1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.90000.90000.90000.90000.90000.90000.9000.9000.9000.9000.9000.9000.9000.900Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate

2.133.452.860.002.860.000.002.022.000.001.371.833.030.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor


Toledo RdToledo RdBelcrest RdBelcrest RdName

Volumes


Version 6.00-00

Generated with





1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

30.030.030.030.030.030.00.00.00.00.030.030.030.030.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]


NoNoYesYesMaximum Recall


3.03.03.03.03.03.03.03.03.03.03.03.03.03.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s]



77777777777777Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s]

3535353535354545454545454545Split [s]

1.01.01.01.01.01.01.01.01.01.01.01.01.01.0All red [s]

4.04.04.04.04.04.04.04.04.04.04.04.04.04.0Amber [s]

3030303030304040404040404040Maximum Green [s]


--Lag--Lag--LagLag--LagLagLead / Lag



PermissPermissPermissPermissPermissPermissPermiPermiPermiPermiPermiPermiPermiPermiControl Type

Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



80Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





YesNoNoNoYesNoNoNoNoNoCritical Lane Group

CCCCAAAAAALane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





23.5321.0220.8429.794.274.265.643.923.917.15d1, Uniform Delay [s]

3442803241451169122871111581231551c, Capacity [veh/h]



0.180.180.180.180.660.660.660.660.660.66g / C, Green / Cycle





61616161616161616161C, Cycle Length [s]

CRCLCCLCCLLane Group



Version 6.00-00

Generated with


d_M, Delay for Movement [s/veh] 8.10 8.10 4.18 4.20 6.00 6.00 4.80 4.83 30.51 20.91 21.19 24.90 24.90 24.90

Movement LOS A A A A A A A A C C C C C C


Approach LOS A A C C


Intersection LOS A


----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------4-2-Ring 1

Sequence


Version 6.00-00

Generated with


CLevel Of Service:





Intersection 30: Adelphi Rd/Belcrest Rd


YesYesYesNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.0100.0100.0150.0100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

RightThruLeftRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement

Lane Configuration


Adelphi RdAdelphi RdUnderwood StBelcrest RdName

Intersection Setup









0.90000.90001.00001.0000.9000.9000.9000.90000.90000.90001.00001.00000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Adelphi RdAdelphi RdUnderwood StBelcrest RdName

Volumes


Version 6.00-00

Generated with









YesYesNoNoNoMaximum Recall






3300300444004Walk [s]


3030003030303030300030Split [s]

1.01.00.00.01.00.50.51.01.01.00.00.01.0All red [s]

4.04.00.00.03.53.53.53.03.03.00.00.04.0Amber [s]

4545006011111616160030Maximum Green [s]


-----LeadLead--Lag--LeadLead / Lag



PermissPermissPermissPermiPermiProtePermiSplitSplitSplitSplitSplitSplitControl Type

Phasing & Timing

12.00Lost time [s]



15.0Offset [s]



120Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





YesNoNoYesYesYesNoCritical Lane Group

CCBBDDDLane Group LOS

31.2721.3010.1119.6449.5644.0844.10d, Delay for Lane Group [s/veh]

0.890.760.510.100.650.820.82X, volume / capacity

Lane Group Results

1.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

12.935.250.820.426.195.755.77d2, Incremental Delay [s]


0.500.500.500.500.110.110.11k, delay calibration

18.3416.059.3019.2343.3838.3338.33d1, Uniform Delay [s]

88910392251453113287285c, Capacity [veh/h]


0.500.420.320.020.040.130.13(v / s)_i Volume / Saturation Flow Rate

0.560.560.640.640.060.160.16g / C, Green / Cycle



0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.005.004.504.254.005.005.00L, Total Lost Time per Cycle [s]

94949494949494C, Cycle Length [s]

CCCLCCLLane Group



Version 6.00-00

Generated with



Movement LOS D D D D D B B B C C


Approach LOS D D B C


Intersection LOS C


----------------Ring 4

----------------Ring 3

--------------65Ring 2

----------8-4-2-Ring 1

Sequence


Version 6.00-00

Generated with


CLevel Of Service:





Intersection 31: Adelphi Rd/Campus Dr



0.000.000.000.00Grade [%]

35.0035.0040.0040.00Speed [mph]

100.00100.00100.00250.00100.00100.00100.00100.00100.00500.00100.00350.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Campus Dr.Campus Dr.Adelphi Rd.Adelphi Rd.Name

Intersection Setup









0.90000.90000.90000.90000.90001.00001.00000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Campus Dr.Campus Dr.Adelphi Rd.Adelphi Rd.Name

Volumes


Version 6.00-00

Generated with










YesYesYesYesYesYesMinimum Recall





000000000000Walk [s]


3030303030003030303030Split [s]

1.51.51.51.51.50.00.01.01.02.02.01.0All red [s]

4.54.54.54.54.50.00.04.04.04.04.04.0Amber [s]

3030306060004040606030Maximum Green [s]

5552525001515885Minimum Green [s]

--Lag-----Lag--LagLead / Lag

1,41,7Auxiliary Signal Groups


SplitSplitSplitPermissPermissPermissPermissOverlapOverlapPermissPermissProtecteControl Type

Phasing & Timing

12.00Lost time [s]



45.0Offset [s]



248Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





NoNoYesYesNoYesNoNoNoYesCritical Lane Group

EEEDDBBCDELane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





51.8052.7352.7942.9338.4015.1816.7831.9838.4648.22d1, Uniform Delay [s]

135145154335751217916724511447291c, Capacity [veh/h]



0.090.090.090.210.210.620.490.280.280.16g / C, Green / Cycle





118118118118118118118118118118C, Cycle Length [s]

RCCRCCLRCLLane Group



Version 6.00-00

Generated with



Movement LOS E D C B B D D E E E


Approach LOS D B D E


Intersection LOS C


----------------Ring 4

----------------Ring 3

-----------78--5Ring 2

-----------43621Ring 1

Sequence


Version 6.00-00

Generated with


ALevel Of Service:





Intersection 32: Adelphi Rd/Toledo Rd


YesNoYesCrosswalk

0.000.000.00Grade [%]

30.0030.0045.00Speed [mph]

200.00100.00100.00100.00100.00100.00150.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

RightLeftRightThruThruLeftU-turnTurning Movement

Lane Configuration


Toledo RdAdelphi RdAdelphi RdName

Intersection Setup








1.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor









1.001.001.001.001.001.001.00Growth Rate

1.962.381.882.052.011.970.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor


Toledo RdAdelphi RdAdelphi RdName

Volumes


Version 6.00-00

Generated with






30.030.030.030.030.030.030.0Detector Length [ft]

0.00.00.00.00.00.00.0Detector Location [ft]


NoYesYesNoMaximum Recall



2.02.02.02.02.02.02.0l1, Start-Up Lost Time [s]

NoNoNoRest In Walk


7777700Walk [s]

3.03.03.03.03.03.03.0Vehicle Extension [s]

30305050702020Split [s]

1.01.01.01.01.01.01.0All red [s]

4.04.04.04.04.04.04.0Amber [s]



-Lag---LeadLeadLead / Lag


4466255Signal group

SplitSplitPermissivePermissivePermissiveProtectedPPermissiveControl Type

Phasing & Timing

9.00Lost time [s]



0.0Offset [s]



100Cycle Length [s]


NoLocated in CBD



Version 6.00-00

Generated with





YesNoNoNoYesNoCritical Lane Group

DDAAAALane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





36.0535.264.735.552.732.58d1, Uniform Delay [s]

140159106423902796718c, Capacity [veh/h]



0.090.090.680.680.790.79g / C, Green / Cycle






RLRCCLLane Group



Version 6.00-00

Generated with


d_M, Delay for Movement [s/veh] 3.41 3.41 3.17 5.89 4.93 36.61 40.01

Movement LOS A A A A A D D


Approach LOS A A D


Intersection LOS A


----------------Ring 4

----------------Ring 3

--------------65Ring 2

------------4-2-Ring 1

Sequence


Version 6.00-00

Generated with

ALevel Of Service:




RoundaboutControl Type:

Intersection 33: Hamilton St/40th Pl/39th Ave


YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

RightThruLeftLeft2RightThruLeftLeft2Right2RightThruLeftTurning Movement

Lane Configuration


Hamilton St39th AveMagruder Park EntName

Intersection Setup





0.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Hamilton St39th AveMagruder Park EntName

Volumes


Version 6.00-00

Generated with

AIntersection LOS

8.06Intersection Delay [s/veh]

AAAApproach LOS

8.146.465.25Approach Delay [s/veh]

56.235.220.7695th-Percentile Queue Length [ft]

2.250.210.0395th-Percentile Queue Length [veh]

AAALane LOS


0.440.070.01X, volume / capacity

1065629700Capacity per Entry Lane [veh/h]

1.001.001.00Pedestrian Impedance

1091629700Capacity of Entry and Bypass Lanes [veh/h]

475417Entry Flow Rate [veh/h]

0.981.001.00HV Adjustment Factor

0.001000.001000.00100B (coefficient)

1130.001130.001130.00A (intercept)

3.003.003.00User-Defined Follow-Up Time [s]

NoNoNoOverwrite Calculated Follow-Up Time

4.004.004.00User-Defined Critical Headway [s]

NoNoNoOverwrite Calculated Critical Headway

Lanes

9386069322702014Adjusted Demand Flow Rate [veh/h]

8347062292602014Demand Flow Rate [veh/h]

5927731Exiting Flow Rate [veh/h]

36587480Circulating Flow Rate [veh/h]

111Number of Conflicting Circulating Lanes



Version 6.00-00

Generated with

YesYesCrosswalk

0.000.00Grade [%]

35.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

Right2RightThruLeftRightThruLeftLeft2Turning Movement

Lane Configuration

NorthwestboundWestboundApproach

Gallatin StHamilton StName

Intersection Setup




1.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor








1.001.001.001.001.001.001.001.00Growth Rate

0.000.002.180.000.002.200.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor


Gallatin StHamilton StName

Volumes


Version 6.00-00

Generated with

AIntersection LOS

8.06Intersection Delay [s/veh]

AAApproach LOS

8.208.00Approach Delay [s/veh]

53.7320.0195th-Percentile Queue Length [ft]

2.150.8095th-Percentile Queue Length [veh]

AALane LOS


0.420.21X, volume / capacity

1026659Capacity per Entry Lane [veh/h]

1.001.00Pedestrian Impedance

1047672Capacity of Entry and Bypass Lanes [veh/h]

445143Entry Flow Rate [veh/h]

0.980.98HV Adjustment Factor

0.001000.00100B (coefficient)

1130.001130.00A (intercept)

3.003.00User-Defined Follow-Up Time [s]

NoNoOverwrite Calculated Follow-Up Time

4.004.00User-Defined Critical Headway [s]

NoNoOverwrite Calculated Critical Headway

Lanes

0242013212477Adjusted Demand Flow Rate [veh/h]

0237812211266Demand Flow Rate [veh/h]

4100Exiting Flow Rate [veh/h]

77521Circulating Flow Rate [veh/h]

11Number of Conflicting Circulating Lanes



Version 6.00-00

Generated with


BLevel Of Service:





Intersection 4281: New Intersection



0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


QueensburyQueensburyName

Intersection Setup





1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate




QueensburyQueensburyName

Volumes


Version 6.00-00

Generated with

BIntersection LOS


AABBApproach LOS

0.000.0011.4611.56d_A, Approach Delay [s/veh]



AAAAAAABBABBMovement LOS

0.000.007.790.000.007.679.4012.5612.419.7012.5612.41d_M, Delay for Movement [s/veh]

0.000.000.000.000.000.000.000.000.000.000.000.00V/C, Movement V/C Ratio



NoNoTwo-Stage Gap Acceptance


NoNoFlared Lane

FreeFreeStopStopPriority Scheme



Version 6.00-00

Generated with

Traffic Volume - Future Total Volume

US 1/Oglethorpe RdUS 1/Queensbury RdUS 1/MD 410MD 208(Hamilton St)/38th Av

MD 500/Belcrest Rd/QueensMD 500/Nicholson StMD 500/Hamilton StMD 500/Ager Rd


Version 6.00-00

Generated with


US 1/Farragut StUS 1/Gallatin StUS 1 Alt/Charles Armentrout US 1 Alt/Decatur St

US 1/Hamilton St (South)/US US 1/Hamilton St (North)US 1/Jefferson StUS 1/Madison St


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MD 410/MD 500/Adelphi RdMD 410/Belcrest RdMD 410/Prince George's PlazMD 410/Editors Park Dr

MD 410/Toledo TerraceUS 1/41st Place/Charles ArmUS 1/42nd Place/Crittendon US 1/43rd Avenue


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Adelphi Rd/Toledo RdAdelphi Rd/Campus DrAdelphi Rd/Belcrest RdToledo Rd/Belcrest Rd

Ager Rd/Hamilton StAger Rd/Nicholson StAger Rd/Oglethorpe St/SchoAger Rd/23rd Ave


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New IntersectionHamilton St/40th Pl/39th Ave


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Traffic Conditions

US 1/Oglethorpe RdUS 1/Queensbury RdUS 1/MD 410MD 208(Hamilton St)/38th Av

MD 500/Belcrest Rd/QueensMD 500/Nicholson StMD 500/Hamilton StMD 500/Ager Rd


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Traffic Conditions

US 1/Farragut StUS 1/Gallatin StUS 1 Alt/Charles Armentrout US 1 Alt/Decatur St

US 1/Hamilton St (South)/US US 1/Hamilton St (North)US 1/Jefferson StUS 1/Madison St


Version 6.00-00

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Traffic Conditions

MD 410/MD 500/Adelphi RdMD 410/Belcrest RdMD 410/Prince George's PlazMD 410/Editors Park Dr

MD 410/Toledo TerraceUS 1/41st Place/Charles ArmUS 1/42nd Place/Crittendon US 1/43rd Avenue


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Traffic Conditions

Adelphi Rd/Toledo RdAdelphi Rd/Campus DrAdelphi Rd/Belcrest RdToledo Rd/Belcrest Rd

Ager Rd/Hamilton StAger Rd/Nicholson StAger Rd/Oglethorpe St/SchoAger Rd/23rd Ave


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Traffic Conditions

New IntersectionHamilton St/40th Pl/39th Ave


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Kimley-Horn Hyattsville Transportation Plan Version … › uploads › ...HCM 6th Edition Signalized Ager Rd/Oglethorpe St/School 26 SWB Left 0.579 35.9 D HCM 6th Edition 25 Ager

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