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
Hyattsville Transportation PlanKimley-Horn
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
Hyattsville Transportation PlanKimley-Horn
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
000000Pedestrian Clearance [s]
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
Hyattsville Transportation PlanKimley-Horn
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]
4.44486.16257.81323.2350th-Percentile Queue Length [ft/ln]
0.1819.4510.3112.9350th-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
Hyattsville Transportation PlanKimley-Horn
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
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.844Volume to Capacity (v/c):
ELevel Of Service:
59.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 2: MD 500/Hamilton St
Intersection Level Of Service Report
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]
1000011011001No. of Lanes in Pocket
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
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
0000000000000Local Bus Stopping Rate [/h]
0000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
344491331024673281001124127139684252Total Analysis Volume [veh/h]
811233261178225281323517161Total 15-Minute Volume [veh/h]
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
3141312294430302921034117128629232Total Hourly Volume [veh/h]
0000000000000Right-Turn on Red Volume [veh/h]
0000000000000Other Volume [veh/h]
0000000000000Existing Site Adjustment Volume [veh/h]
0000000000000Pass-by Trips [veh/h]
0000000000000Diverted Trips [veh/h]
0351251003852202100Site-Generated Trips [veh/h]
0000000000000In-Process Volume [veh/h]
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
31378110894203028994995128608232Base Volume Input [veh/h]
Hamilton StHamilton StMD 500MD 500Name
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
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
0000000000000Pedestrian Clearance [s]
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]
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
Hyattsville Transportation PlanKimley-Horn
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]
633.8063.18589.01206.7643.55335.4450.4666.72181.409.4050th-Percentile Queue Length [ft/ln]
25.352.5323.568.271.7413.422.022.677.260.3850th-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]
18351049180412841574354792215743547639s, saturation flow rate [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
26493649525260484860g_i, Effective Green Time [s]
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
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
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
d_I, Intersection Delay [s/veh] 59.19
Intersection LOS E
Intersection V/C 0.844
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.526Volume to Capacity (v/c):
ALevel Of Service:
9.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 3: MD 500/Nicholson St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
0000001001000No. of Lanes in Pocket
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
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
0000000000000Local Bus Stopping Rate [/h]
0000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
201111193135712111105653296617Total Analysis Volume [veh/h]
532823339303264137164Total 15-Minute Volume [veh/h]
1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90000.90000.90000.9000.9000.9000.9000.90000.90000.90000.90000.90000.9000Peak Hour Factor
18101008412211111095048265915Total Hourly Volume [veh/h]
0000000000000Right-Turn on Red Volume [veh/h]
0000000000000Other Volume [veh/h]
0000000000000Existing Site Adjustment Volume [veh/h]
0000000000000Pass-by Trips [veh/h]
0000000000000Diverted Trips [veh/h]
0000110000380000Site-Generated Trips [veh/h]
0000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.002.270.002.000.000.000.002.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
18101008411111111091248265915Base Volume Input [veh/h]
Nicholson StMD 500MD 500Nicholson StName
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.00.00.02.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
01000100001000100Pedestrian Clearance [s]
0500500050050Walk [s]
0.03.00.00.03.03.00.00.03.03.00.03.00.0Vehicle Extension [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]
0500550055050Minimum Green [s]
-----Lead---Lead---Lead / Lag
Auxiliary Signal Groups
0800610025040Signal group
PermissPermissPermissPermiPermiProtePermiPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
0.00Lost 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
Hyattsville Transportation PlanKimley-Horn
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]
27.4387.2387.950.3443.2243.361.4419.9450th-Percentile Queue Length [ft/ln]
1.103.493.520.011.731.730.060.8050th-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]
120318211863673185618636141836s, saturation flow rate [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
51919252020255g_i, Effective Green Time [s]
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
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 15.61 15.61 15.61 4.93 6.44 6.44 3.04 3.04 9.99 10.05 17.04 17.04 17.04
Movement LOS B B B A A A A A A B B B B
d_A, Approach Delay [s/veh] 15.61 6.37 9.93 17.04
Approach LOS B A A B
d_I, Intersection Delay [s/veh] 9.11
Intersection LOS A
Intersection V/C 0.526
----------------Ring 4
----------------Ring 3
-------------865Ring 2
-------------421Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.801Volume to Capacity (v/c):
CLevel Of Service:
28.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 4: MD 500/Belcrest Rd/Queensbury Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
001001000100No. of Lanes in Pocket
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
0000Bicycle Volume [bicycles/h]
01186Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
718233043797408392044258113468Total Analysis Volume [veh/h]
182068111991021051111453417Total 15-Minute Volume [veh/h]
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
647412739717367351843852312161Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0300201800010700Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
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
647382739697349351843841612161Base Volume Input [veh/h]
MD 500MD 500Queensbury RoadBelcrest RoadName
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
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]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
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]
NoNoNoNoRest In Walk
000000000000Pedestrian Clearance [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
Auxiliary Signal Groups
225661888044Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
37.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
150Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
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]
218.54224.357.82187.33190.2863.12101.29339.7973.2550th-Percentile Queue Length [ft/ln]
8.748.970.317.497.612.524.0513.592.9350th-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]
18121863867182818611908167215801369s, saturation flow rate [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
262640303040373737g_i, Effective Green Time [s]
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
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
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
d_A, Approach Delay [s/veh] 34.74 18.86 24.11 33.05
Approach LOS C B C C
d_I, Intersection Delay [s/veh] 28.77
Intersection LOS C
Intersection V/C 0.801
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.861Volume to Capacity (v/c):
DLevel Of Service:
38.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 5: MD 208(Hamilton St)/38th Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
001000001000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundSouthwestboundWestboundNorthboundApproach
Hamilton St38th AveHamilton StName
Intersection Setup
0000Bicycle Volume [bicycles/h]
6545Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
2263861072991312612398512668199Total Analysis Volume [veh/h]
569627753363991361750Total 15-Minute Volume [veh/h]
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
203347962691182311358462361179Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
451200000300012Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
1.651.881.691.892.220.000.002.003.700.003.332.27Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
158335962691182311355462361167Base Volume Input [veh/h]
Hamilton St38th AveHamilton StName
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
30.030.030.030.030.030.030.030.030.030.030.030.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
YesYesYesYesYesMaximum Recall
NoNoNoNoYesMinimum Recall
3.03.03.03.03.03.03.03.03.03.03.03.0l2, Clearance Lost Time [s]
2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000000000000Pedestrian Clearance [s]
000000000000Walk [s]
3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [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
Auxiliary Signal Groups
444666888225Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
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]
368.5459.46325.84176.3937.9396.9450th-Percentile Queue Length [ft/ln]
14.742.3813.037.061.523.8850th-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]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.500.500.50k, delay calibration
25.8732.9232.6121.5843.9013.51d1, Uniform Delay [s]
679268495721111585c, Capacity [veh/h]
174697316391853793959s, saturation flow rate [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
353525353545g_i, Effective Green Time [s]
3.003.003.003.003.000.00l2, Clearance Lost Time [s]
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]
909090909090C, Cycle Length [s]
CLCCLCLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 16.55 16.55 16.55 56.86 24.83 24.83 57.67 57.67 57.67 37.32 43.25 43.25
Movement LOS B B B E C C E E E D D D
d_A, Approach Delay [s/veh] 16.55 28.37 57.67 42.37
Approach LOS B C E D
d_I, Intersection Delay [s/veh] 38.72
Intersection LOS D
Intersection V/C 0.861
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-2-Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.929Volume to Capacity (v/c):
FLevel Of Service:
80.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 6: US 1/MD 410
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
001101001002No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundWestboundSouthboundNorthboundApproach
MD 410MD 410US 1US 1Name
Intersection Setup
0000Bicycle Volume [bicycles/h]
3600Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
3161053199163194632413678218759586473Total Analysis Volume [veh/h]
79263504148681341964715146118Total 15-Minute Volume [veh/h]
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
284948179147175129212270416853527426Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.001.672.032.002.002.002.072.382.002.15Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
284948179147175129212270416853527426Base Volume Input [veh/h]
MD 410MD 410US 1US 1Name
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
5.05.030.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
YesNoYesNoYesNoYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
4.54.53.04.54.53.00.04.53.04.54.53.0l2, Clearance Lost Time [s]
2.02.02.02.02.02.00.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000000000000Pedestrian Clearance [s]
000000000000Walk [s]
5.05.03.05.05.03.00.05.03.05.05.03.0Vehicle Extension [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
Auxiliary Signal Groups
447883025661Signal group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
180Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
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]
273.27512.68267.39991.00909.86193.61641.67671.40152.59330.50340.24201.1050th-Percentile Queue Length [ft/ln]
10.9320.5110.7039.6436.397.7425.6726.866.1013.2213.618.0450th-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]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
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]
158335471774179035463445176618631038180118631956s, saturation flow rate [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
717122686819454572515172g_i, Effective Green Time [s]
4.504.503.004.504.503.004.504.500.004.504.500.00l2, Clearance Lost Time [s]
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
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 61.95 61.49 61.62 44.91 113.28 114.31 86.21 94.34 105.29 106.32 50.49 43.96
Movement LOS E E E D F F F F F F D D
d_A, Approach Delay [s/veh] 61.69 101.83 93.99 56.26
Approach LOS E F F E
d_I, Intersection Delay [s/veh] 80.08
Intersection LOS F
Intersection V/C 0.929
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.532Volume to Capacity (v/c):
BLevel Of Service:
17.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 7: US 1/Queensbury Rd
Intersection Level Of Service Report
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]
101001001001No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
QueensburyQueensburyUS 1US 1Name
Intersection Setup
0000Bicycle Volume [bicycles/h]
411110Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
18713715284128743811225113086873Total Analysis Volume [veh/h]
4734382132199281133321718Total 15-Minute Volume [veh/h]
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
16812313776115673410104611778166Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.001.691.852.301.963.852.003.851.892.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
16812313776115673410104611778166Base Volume Input [veh/h]
QueensburyQueensburyUS 1US 1Name
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
30.030.030.030.030.030.030.030.030.06.06.030.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.0294.0294.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoYesYesNoMaximum Recall
NoNoNoNoNoMinimum Recall
3.03.03.03.03.03.03.53.53.53.53.52.5l2, Clearance Lost Time [s]
2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000000000000Pedestrian Clearance [s]
000000000000Walk [s]
3.03.03.03.03.03.05.05.05.05.05.03.0Vehicle Extension [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
Auxiliary Signal Groups
888444666225Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
6.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
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]
91.1262.5695.11103.2737.85169.69171.2318.1891.2795.0511.8450th-Percentile Queue Length [ft/ln]
3.642.503.804.131.516.796.850.733.653.800.4750th-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]
156018631168173612381840186355217771863630s, saturation flow rate [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
2020202020515151606060g_i, Effective Green Time [s]
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
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 8.46 8.17 8.20 18.43 14.64 14.66 36.20 32.24 32.24 50.52 29.86 32.25
Movement LOS A A A B B B D C C D C C
d_A, Approach Delay [s/veh] 8.19 14.80 33.27 37.39
Approach LOS A B C D
d_I, Intersection Delay [s/veh] 17.74
Intersection LOS B
Intersection V/C 0.532
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-2-Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.524Volume to Capacity (v/c):
BLevel Of Service:
11.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 8: US 1/Oglethorpe Rd
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
25.0040.0035.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
OglethorpeUS 1US 1Name
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
60130441342108123Total Analysis Volume [veh/h]
1533113362706Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90000.90000.90000.90000.90000.9000Peak Hour Factor
5411740120897321Total 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]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.001.670.001.972.040.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
5411740120897321Base Volume Input [veh/h]
OglethorpeUS 1US 1Name
Volumes
Hyattsville Transportation PlanKimley-Horn
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
50.050.050.050.050.050.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
YesYesYesMaximum Recall
NoNoNoMinimum Recall
3.03.03.03.03.03.0l2, Clearance Lost Time [s]
2.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
10100000Pedestrian Clearance [s]
770000Walk [s]
3.03.03.03.03.03.0Vehicle Extension [s]
303090909090Split [s]
1.01.01.01.01.01.0All red [s]
4.04.04.04.04.04.0Amber [s]
252585858585Maximum Green [s]
151515151515Minimum Green [s]
-Lag---LagLead / Lag
Auxiliary Signal Groups
446622Signal group
SplitSplitPermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
9.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
66.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
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]
139.89191.33189.84143.83141.4150th-Percentile Queue Length [ft/ln]
5.607.657.595.755.6650th-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]
17431843186316941725s, saturation flow rate [veh/h]
0.110.380.370.320.32(v / s)_i Volume / Saturation Flow Rate
0.210.710.710.710.71g / C, Green / Cycle
2585858585g_i, Effective Green Time [s]
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
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 8.43 8.61 9.68 9.73 47.51 47.51
Movement LOS A A A A D D
d_A, Approach Delay [s/veh] 8.61 9.68 47.51
Approach LOS A A D
d_I, Intersection Delay [s/veh] 11.92
Intersection LOS B
Intersection V/C 0.524
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-2-Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.639Volume to Capacity (v/c):
BLevel Of Service:
16.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 9: US 1/Madison St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
000000001001No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
MadisonMadisonUS 1US 1Name
Intersection Setup
0000Bicycle Volume [bicycles/h]
0200Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
246876127221211011288813102880Total Analysis Volume [veh/h]
6171932630253222325720Total 15-Minute Volume [veh/h]
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
2261681142010991115971292572Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
1.610.000.000.000.000.000.002.000.000.002.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2261681142010991115971292572Base Volume Input [veh/h]
MadisonMadisonUS 1US 1Name
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
50.050.050.050.050.050.050.050.050.050.050.050.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
YesYesYesYesMaximum Recall
NoNoNoNoMinimum Recall
3.03.03.03.03.03.03.03.03.03.03.03.0l2, Clearance Lost Time [s]
2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000101010131313131313Pedestrian Clearance [s]
000777777777Walk [s]
3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [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
Auxiliary Signal Groups
888444666222Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LagEndOffset Reference
74.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
220.18373.90312.17316.204.48219.94220.6368.2795th-Percentile Queue Length [ft/ln]
8.8114.9612.4912.650.188.808.832.7395th-Percentile Queue Length [veh/ln]
127.56245.44197.06200.182.49127.39127.9037.9350th-Percentile Queue Length [ft/ln]
5.109.827.888.010.105.105.121.5250th-Percentile Queue Length [veh/ln]
NoYesYesNoNoNoNoNoCritical Lane Group
DEAABAACLane Group LOS
48.8266.969.819.7310.907.987.9820.46d, Delay for Lane Group [s/veh]
0.530.820.530.530.020.400.400.30X, 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]
6.2319.821.601.540.100.890.892.92d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.500.500.500.500.50k, delay calibration
42.6047.148.218.1910.807.097.0917.54d1, Uniform Delay [s]
3173301286131937913141319264c, Capacity [veh/h]
131213751815186355118551863395s, saturation flow rate [veh/h]
0.130.200.380.380.010.280.280.20(v / s)_i Volume / Saturation Flow Rate
0.210.210.710.710.710.710.710.71g / C, Green / Cycle
2525858585858585g_i, Effective Green Time [s]
3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s]
2.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s]
5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s]
120120120120120120120120C, Cycle Length [s]
CCCCLCCLLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 20.46 7.98 7.98 10.90 9.76 9.81 66.96 66.96 66.96 48.82 48.82 48.82
Movement LOS C A A B A A E E E D D D
d_A, Approach Delay [s/veh] 8.87 9.77 66.96 48.82
Approach LOS A A E D
d_I, Intersection Delay [s/veh] 16.87
Intersection LOS B
Intersection V/C 0.639
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
------------4-2-Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.757Volume to Capacity (v/c):
BLevel Of Service:
19.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 10: US 1/Jefferson St
Intersection Level Of Service Report
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]
000000001001No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Jefferson StUS 1US 1Name
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
824401177631141397711056334Total Analysis Volume [veh/h]
261029216293492026484Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00000.90001.00000.90000.90000.90001.00001.00000.90000.9000Peak Hour Factor
82440105757103125771950301Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.001.822.001.432.222.002.002.002.001.82Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
82440105757103125771950301Base Volume Input [veh/h]
Jefferson StUS 1US 1Name
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoYesYesYesMaximum Recall
NoNoNoNoNoMinimum Recall
0.03.00.03.03.03.03.03.00.00.03.03.0l2, Clearance Lost Time [s]
0.02.00.02.02.02.02.02.00.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
013013131313130000Pedestrian Clearance [s]
070777770000Walk [s]
0.03.00.03.03.03.03.03.00.00.03.03.0Vehicle Extension [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
Auxiliary Signal Groups
040444660025Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type
Phasing & Timing
9.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
90.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
87.97239.31531.07535.405.19187.02187.06150.4895th-Percentile Queue Length [ft/ln]
3.529.5721.2421.420.217.487.486.0295th-Percentile Queue Length [veh/ln]
48.87141.70372.75376.332.89103.90103.9283.6050th-Percentile Queue Length [ft/ln]
1.955.6714.9115.050.124.164.163.3450th-Percentile Queue Length [veh/ln]
NoYesNoNoNoNoNoYesCritical Lane Group
DDCCBAACLane Group LOS
44.7351.2521.7321.4217.376.026.0233.19d, Delay for Lane Group [s/veh]
0.300.630.710.700.020.380.380.72X, 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]
0.714.093.993.790.140.780.789.28d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.210.500.500.500.500.500.50k, delay calibration
44.0347.1617.7317.6317.235.235.2323.91d1, Uniform Delay [s]
2382991058108730913971397464c, Capacity [veh/h]
115015531814186353218621863632s, saturation flow rate [veh/h]
0.060.120.410.410.010.280.280.53(v / s)_i Volume / Saturation Flow Rate
0.170.170.580.580.580.750.750.75g / C, Green / Cycle
2020707070909090g_i, Effective Green Time [s]
3.003.003.003.003.003.003.000.00l2, Clearance Lost Time [s]
2.002.000.000.002.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s]
120120120120120120120120C, Cycle Length [s]
CCCCLCCLLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 33.19 6.02 6.02 17.37 21.56 21.73 51.25 51.25 51.25 44.73 44.73 44.73
Movement LOS C A A B C C D D D D D D
d_A, Approach Delay [s/veh] 12.54 21.55 51.25 44.73
Approach LOS B C D D
d_I, Intersection Delay [s/veh] 19.88
Intersection LOS B
Intersection V/C 0.757
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------4-2-Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.003Volume to Capacity (v/c):
BLevel Of Service:
14.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 11: US 1/Hamilton St (North)
Intersection Level Of Service Report
YesYesNoCrosswalk
0.000.000.00Grade [%]
30.0035.0030.00Speed [mph]
100.00100.00100.00150.00100.00100.00Pocket Length [ft]
000100No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Hamilton St (North)US 1US 1Name
Intersection Setup
000Pedestrian Volume [ped/h]
101522241364Total Analysis Volume [veh/h]
0038111341Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00000.90001.00001.00000.9000Peak Hour Factor
101370241228Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.000.002.040.000.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
101370241228Base Volume Input [veh/h]
Hamilton St (North)US 1US 1Name
Volumes
Hyattsville Transportation PlanKimley-Horn
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]
0.190.000.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.010.000.000.000.000.0095th-Percentile Queue Length [veh/ln]
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
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.893Volume to Capacity (v/c):
ELevel Of Service:
58.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 12: US 1/Hamilton St (South)/US 1 Alt
Intersection Level Of Service Report
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]
100000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
NorthwestboundEastboundSouthboundNorthboundApproach
US 1 ALTHamiltonUS 1US 1Name
Intersection Setup
0000Bicycle Volume [bicycles/h]
0300Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
100276106118801001518223640Total Analysis Volume [veh/h]
251192632202501296910Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90001.00000.90000.90000.90000.90001.00000.90000.90000.90000.90001.0000Peak Hour Factor
902769510770901466203280Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.000.002.630.000.000.000.002.062.000.002.170.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
902769510770901466203280Base Volume Input [veh/h]
US 1 ALTHamiltonUS 1US 1Name
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.050.050.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoYesNoYesMaximum Recall
NoNoNoYesNoMinimum Recall
2.02.02.00.00.00.00.03.02.03.03.00.0l2, Clearance Lost Time [s]
2.02.02.00.00.00.00.02.02.02.02.00.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
101010000000000Pedestrian Clearance [s]
555000000000Walk [s]
3.03.03.00.00.00.00.03.03.03.03.00.0Vehicle Extension [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]
555000020420200Minimum Green [s]
--Lag-----Lead---Lead / Lag
5,8Auxiliary Signal Groups
888333025660Signal group
OverlapPermissPermissSplitSplitPermissPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
18.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
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]
1086.9084.14287.29287.29385.21101.76101.4050th-Percentile Queue Length [ft/ln]
43.483.3711.4911.4915.414.074.0650th-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]
1583184614701470108218231860s, saturation flow rate [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
66516060604545g_i, Effective Green Time [s]
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
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 0.00 27.19 27.24 59.60 27.80 27.80 0.00 0.00 0.00 22.16 22.16 107.99
Movement LOS C C E C C C C F
d_A, Approach Delay [s/veh] 27.19 38.64 0.00 94.80
Approach LOS C D A F
d_I, Intersection Delay [s/veh] 58.74
Intersection LOS E
Intersection V/C 0.893
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8-2-Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.746Volume to Capacity (v/c):
DLevel Of Service:
44.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 13: US 1 Alt/Decatur St
Intersection Level Of Service Report
NoYesNoCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.0075.00100.00100.00100.00Pocket Length [ft]
011010No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightLeftRightThruTurning Movement
Lane Configuration
SouthwestboundWestboundNorthboundApproach
US 1 ALTDecauter StUS 1 ALTName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
48013236915454741Total Analysis Volume [veh/h]
12033923914185Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90000.90000.90000.90000.90000.9000Peak Hour Factor
43211933213949667Total 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]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.632.001.972.132.13Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
43211933213949667Base Volume Input [veh/h]
US 1 ALTDecauter StUS 1 ALTName
Volumes
Hyattsville Transportation PlanKimley-Horn
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
30.030.00.030.00.030.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
YesNoNoYesMaximum Recall
NoNoNoNoMinimum Recall
4.03.00.03.00.04.0l2, Clearance Lost Time [s]
2.02.00.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
000000Pedestrian Clearance [s]
000000Walk [s]
0.23.00.03.00.00.2Vehicle Extension [s]
3030030030Split [s]
1.01.00.01.00.01.0All red [s]
5.04.00.04.00.05.0Amber [s]
5410015039Maximum Green [s]
10405010Minimum Green [s]
-Lead-Lag--Lead / Lag
Auxiliary Signal Groups
250406Signal group
PermissiveProtectedPermissiSplitSplitUnsignalizedPermissiveControl Type
Phasing & Timing
9.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
15.0Offset [s]
Fully actuatedActuation Type
Free RunningCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
140.0836.10645.43119.30367.0595th-Percentile Queue Length [ft/ln]
5.601.4425.824.7714.6895th-Percentile Queue Length [veh/ln]
77.8220.05415.9466.28240.0250th-Percentile Queue Length [ft/ln]
3.110.8016.642.659.6050th-Percentile Queue Length [veh/ln]
NoYesYesNoYesCritical Lane Group
ABFCBLane Group LOS
6.5710.46167.0329.9216.86d, Delay for Lane Group [s/veh]
0.380.271.240.460.71X, 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]
0.881.34134.531.004.08d2, Incremental Delay [s]
1.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.110.50k, delay calibration
5.699.1132.5028.9212.79d1, Uniform Delay [s]
12574912973331045c, Capacity [veh/h]
1863849158317751860s, saturation flow rate [veh/h]
0.260.160.230.090.40(v / s)_i Volume / Saturation Flow Rate
0.680.680.190.190.56g / C, Green / Cycle
5454151545g_i, Effective Green Time [s]
4.000.003.003.004.00l2, Clearance Lost Time [s]
0.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
6.006.005.005.006.00L, Total Lost Time per Cycle [s]
8080808080C, Cycle Length [s]
CLRLCLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 16.86 0.00 29.92 167.03 10.46 6.57
Movement LOS B C F B A
d_A, Approach Delay [s/veh] 16.86 126.66 7.41
Approach LOS B F A
d_I, Intersection Delay [s/veh] 44.39
Intersection LOS D
Intersection V/C 0.746
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------4-2-Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.730Volume to Capacity (v/c):
CLevel Of Service:
32.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 14: US 1 Alt/Charles Armentrout St
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
25.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
001000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Charles L ArmentroutUS 1 ALTUS 1 AltName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
649201625348731192Total Analysis Volume [veh/h]
162541134218298Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90000.90000.90000.90000.90000.9000Peak Hour Factor
584181464817861073Total 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]
1200003Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.173.852.002.002.002.08Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
572181464817861070Base Volume Input [veh/h]
Charles L ArmentroutUS 1 ALTUS 1 AltName
Volumes
Hyattsville Transportation PlanKimley-Horn
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
0.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
2.02.00.02.02.01.0l2, Clearance Lost Time [s]
2.02.00.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
1010010100Pedestrian Clearance [s]
550550Walk [s]
3.03.00.03.03.03.0Vehicle Extension [s]
39390328149Split [s]
1.01.00.01.01.00.0All red [s]
3.03.00.03.03.03.0Amber [s]
30300303030Maximum Green [s]
550555Minimum Green [s]
-Lead---LeadLead / Lag
Auxiliary Signal Groups
330625Signal group
UnsignalizedPermissivePermissivePermissivePermissiveProtectedPermissiControl Type
Phasing & Timing
0.00Lost 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
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
17.4474.66306.2524.33546.4295th-Percentile Queue Length [ft/ln]
0.702.9912.250.9721.8695th-Percentile Queue Length [veh/ln]
9.6941.48192.4913.51361.5950th-Percentile Queue Length [ft/ln]
0.391.667.700.5414.4650th-Percentile Queue Length [veh/ln]
YesNoYesNoYesCritical Lane Group
DBCAFLane Group LOS
38.5916.2826.082.5860.12d, Delay for Lane Group [s/veh]
0.480.310.880.551.07X, 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]
8.140.346.031.2346.59d2, Incremental Delay [s]
1.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.160.440.50k, delay calibration
30.4515.9320.051.3513.52d1, Uniform Delay [s]
4251861015821117c, Capacity [veh/h]
17431583186318631390s, saturation flow rate [veh/h]
0.010.100.290.470.86(v / s)_i Volume / Saturation Flow Rate
0.020.330.330.850.85g / C, Green / Cycle
221215454g_i, Effective Green Time [s]
2.002.002.002.000.00l2, Clearance Lost Time [s]
0.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.00L, Total Lost Time per Cycle [s]
6363636363C, Cycle Length [s]
LRCCLLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 60.12 2.58 26.08 16.28 38.59 0.00
Movement LOS F A C B D
d_A, Approach Delay [s/veh] 35.79 23.80 38.59
Approach LOS D C D
d_I, Intersection Delay [s/veh] 32.81
Intersection LOS C
Intersection V/C 0.730
----------------Ring 4
----------------Ring 3
--------------65Ring 2
-------------3-2Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.339Volume to Capacity (v/c):
ALevel Of Service:
3.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 15: US 1/Gallatin St
Intersection Level Of Service Report
NoYesNoCrosswalk
0.000.000.00Grade [%]
0.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Gallatin St.US 1US 1Name
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
101072105837920Total Analysis Volume [veh/h]
3318264955Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00000.90000.90000.90000.9000Peak Hour Factor
10106595234118Total 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]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.000.000.002.052.110.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
10106595234118Base Volume Input [veh/h]
Gallatin St.US 1US 1Name
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
10Pedestrian Clearance [s]
20Pedestrian Walk [s]
8Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.050.050.050.050.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoYesYesMaximum Recall
NoNoNoMinimum Recall
0.02.02.02.02.02.0l2, Clearance Lost Time [s]
0.02.02.02.02.02.0l1, Start-Up Lost Time [s]
Rest In Walk
0100000Pedestrian Clearance [s]
050000Walk [s]
0.03.03.03.03.03.0Vehicle Extension [s]
01575757575Split [s]
0.01.00.00.00.00.0All red [s]
0.03.04.04.04.04.0Amber [s]
03086868686Maximum Green [s]
054444Minimum Green [s]
-Lead---LagLead / Lag
Auxiliary Signal Groups
042266Signal group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
6.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
2.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
34.35116.91115.4433.1331.5095th-Percentile Queue Length [ft/ln]
1.374.684.621.331.2695th-Percentile Queue Length [veh/ln]
19.0864.9564.1318.4117.5050th-Percentile Queue Length [ft/ln]
0.762.602.570.740.7050th-Percentile Queue Length [veh/ln]
YesYesNoNoNoCritical Lane Group
EAAAALane Group LOS
71.973.263.202.222.21d, Delay for Lane Group [s/veh]
0.570.370.370.150.15X, 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]
13.730.710.670.220.25d2, Incremental Delay [s]
1.001.001.001.001.00I, Upstream Filtering Factor
0.110.500.500.500.50k, delay calibration
58.242.552.522.001.96d1, Uniform Delay [s]
351509154314031292c, Capacity [veh/h]
17071821186216931519s, saturation flow rate [veh/h]
0.010.310.300.120.13(v / s)_i Volume / Saturation Flow Rate
0.020.830.830.830.83g / C, Green / Cycle
2100100100100g_i, Effective Green Time [s]
2.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.00L, Total Lost Time per Cycle [s]
120120120120120C, Cycle Length [s]
CCCCCLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 2.21 2.22 3.23 3.26 71.97 71.97
Movement LOS A A A A E E
d_A, Approach Delay [s/veh] 2.22 3.23 71.97
Approach LOS A A E
d_I, Intersection Delay [s/veh] 3.86
Intersection LOS A
Intersection V/C 0.339
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------842-Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.347Volume to Capacity (v/c):
ALevel Of Service:
10.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 16: US 1/Farragut St
Intersection Level Of Service Report
YesYesNoCrosswalk
0.000.000.00Grade [%]
35.0025.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightLeftRightThruTurning Movement
Lane Configuration
NortheastboundEastboundSouthboundApproach
US 1FarragutUS 1Name
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
000000Local Bus Stopping Rate [/h]
000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
33411283931047Total Analysis Volume [veh/h]
8437101262Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90000.90000.90000.90000.90000.9000Peak Hour Factor
3011025353942Total 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]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.110.000.000.000.001.97Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
3011025353942Base Volume Input [veh/h]
US 1FarragutUS 1Name
Volumes
Hyattsville Transportation PlanKimley-Horn
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
0.00.00.00.050.050.0Detector Length [ft]
0.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
YesYesYesMaximum Recall
NoNoNoMinimum Recall
4.04.03.03.04.04.0l2, Clearance Lost Time [s]
2.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
00131300Pedestrian Clearance [s]
007700Walk [s]
3.03.03.03.03.03.0Vehicle Extension [s]
898931318989Split [s]
1.01.01.01.01.01.0All red [s]
5.05.04.04.05.05.0Amber [s]
838326268383Maximum Green [s]
202020202020Minimum Green [s]
-Lag-Lag--Lead / Lag
Auxiliary Signal Groups
224466Signal group
PermissivePermissiveSplitSplitPermissivePermissiveControl Type
Phasing & Timing
9.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
96.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
144.9378.48242.04241.9595th-Percentile Queue Length [ft/ln]
5.803.149.689.6895th-Percentile Queue Length [veh/ln]
80.5243.60143.74143.6750th-Percentile Queue Length [ft/ln]
3.221.745.755.7550th-Percentile Queue Length [veh/ln]
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]
1798172318621863s, saturation flow rate [veh/h]
0.190.040.280.28(v / s)_i Volume / Saturation Flow Rate
0.690.220.690.69g / C, Green / Cycle
83268383g_i, Effective Green Time [s]
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]
120120120120C, Cycle Length [s]
CCCCLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 8.90 8.90 39.36 39.36 7.53 7.53
Movement LOS A A D D A A
d_A, Approach Delay [s/veh] 8.90 39.36 7.53
Approach LOS A D A
d_I, Intersection Delay [s/veh] 9.97
Intersection LOS A
Intersection V/C 0.347
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------4-2-Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.047Volume to Capacity (v/c):
ELevel Of Service:
35.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 17: US 1/43rd Avenue
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
30.0035.0035.00Speed [mph]
100.00100.00100.00100.00100.00150.00Pocket Length [ft]
000001No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
SoutheastboundSouthwestboundNortheastboundApproach
US 1US 1Name
Intersection Setup
000Pedestrian Volume [ped/h]
85657895331112Total Analysis Volume [veh/h]
212142248328Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
85657895331112Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
85657895331112Base Volume Input [veh/h]
US 1US 1Name
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
EIntersection LOS
1.76d_I, Intersection Delay [s/veh]
CAAApproach LOS
15.270.002.77d_A, Approach Delay [s/veh]
19.1619.160.000.000.0013.7895th-Percentile Queue Length [ft/ln]
0.770.770.000.000.000.5595th-Percentile Queue Length [veh/ln]
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
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.879Volume to Capacity (v/c):
CLevel Of Service:
33.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 18: US 1/42nd Place/Crittendon St
Intersection Level Of Service Report
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]
000001000000No. of Lanes in Pocket
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
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
6221044473162892992600161Total Analysis Volume [veh/h]
162611184727560040Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90000.90000.90000.90000.90001.00000.90000.90001.00000.90000.90000.9000Peak Hour Factor
520940426142892692300141Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0000031200000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.002.052.170.002.142.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
520940426142862572300141Base Volume Input [veh/h]
US 1US 1Crittenden St42nd PlName
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
50.050.050.050.050.00.050.050.00.050.050.050.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoYesNoNoMaximum Recall
NoNoNoNoMinimum Recall
7.07.02.07.07.00.03.03.00.03.03.03.0l2, Clearance Lost Time [s]
2.02.02.02.02.00.02.02.00.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000000000000Pedestrian Clearance [s]
000000000000Walk [s]
3.03.03.03.03.00.03.03.00.03.03.03.0Vehicle Extension [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
Auxiliary Signal Groups
662660330444Signal group
SplitSplitSplitSplitSplitSplitSplitSplitSplitSplitSplitSplitControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
12.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
273.32272.34122.54508.03464.3929.0595th-Percentile Queue Length [ft/ln]
10.9310.894.9020.3218.581.1695th-Percentile Queue Length [veh/ln]
167.27166.5268.08346.04318.1316.1450th-Percentile Queue Length [ft/ln]
6.696.662.7213.8412.730.6550th-Percentile Queue Length [veh/ln]
NoNoNoYesYesYesCritical Lane Group
BBBFEELane Group LOS
11.1611.0910.5196.8179.7073.79d, Delay for Lane Group [s/veh]
0.440.440.221.020.950.56X, 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]
1.171.150.2358.5432.7515.39d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.500.380.11k, delay calibration
9.989.9510.2838.2746.9458.41d1, Uniform Delay [s]
12111222217729834130c, Capacity [veh/h]
18451862354152416351625s, saturation flow rate [veh/h]
0.290.290.130.580.200.01(v / s)_i Volume / Saturation Flow Rate
0.660.660.620.620.210.02g / C, Green / Cycle
79797474252g_i, Effective Green Time [s]
2.002.007.007.003.003.00l2, Clearance Lost Time [s]
0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.009.009.005.005.00L, Total Lost Time per Cycle [s]
120120120120120120C, Cycle Length [s]
CCCLCCLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 73.79 73.79 73.79 0.00 79.70 79.70 96.81 96.81 10.51 11.12 11.16 11.16
Movement LOS E E E E E F F B B B B
d_A, Approach Delay [s/veh] 73.79 79.70 44.34 11.12
Approach LOS E E D B
d_I, Intersection Delay [s/veh] 33.57
Intersection LOS C
Intersection V/C 0.879
----------------Ring 4
----------------Ring 3
--------------6-Ring 2
------------432-Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.946Volume to Capacity (v/c):
DLevel Of Service:
42.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 19: US 1/41st Place/Charles Armentrout Drive
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
000000001101No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach
41stCharles L ArmentroutUS 1US 1Name
Intersection Setup
0000Bicycle Volume [bicycles/h]
0004Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
322564471619174682302593Total Analysis Volume [veh/h]
1111411179022911758651Total 15-Minute Volume [veh/h]
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
322508464418254212072333Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0003000012000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.000.000.002.210.002.000.002.002.142.382.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
322505464418254092072333Base Volume Input [veh/h]
41stCharles L ArmentroutUS 1US 1Name
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
50.050.050.00.050.050.050.050.050.050.050.050.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoYesNoYesNoYesMaximum Recall
NoNoNoNoNoNoMinimum Recall
4.04.04.04.04.04.04.04.03.04.04.04.0l2, Clearance Lost Time [s]
2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000000000000Pedestrian Clearance [s]
000000000000Walk [s]
3.03.03.06.03.03.06.06.03.06.06.06.0Vehicle Extension [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
2,5Auxiliary Signal Groups
444288225666Signal group
PermissPermissPermissOverlapPermissPermissPermissPermissProtectePermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
42.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
4.47631.72791.47413.21413.30459.68291.41150.105.2195th-Percentile Queue Length [ft/ln]
0.1825.2731.6616.5316.5318.3911.666.000.2195th-Percentile Queue Length [veh/ln]
2.48456.51591.96276.79276.86314.30181.0783.392.8950th-Percentile Queue Length [ft/ln]
0.1018.2623.6811.0711.0712.577.243.340.1250th-Percentile Queue Length [veh/ln]
NoYesYesNoNoNoYesNoNoCritical Lane Group
BDDCCDEDELane Group LOS
15.0650.9746.2232.4632.4642.8155.7741.8861.57d, Delay for Lane Group [s/veh]
0.010.890.920.620.620.810.700.350.05X, 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]
0.0017.3816.513.803.7911.3411.751.311.57d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.500.450.500.500.500.500.500.50k, delay calibration
15.0633.5929.7028.6628.6631.4744.0240.5760.00d1, Uniform Delay [s]
97563278274574558132973960c, Capacity [veh/h]
18741580144318621863140215773547618s, saturation flow rate [veh/h]
0.000.360.500.250.250.330.150.070.00(v / s)_i Volume / Saturation Flow Rate
0.500.400.500.400.400.400.210.210.21g / C, Green / Cycle
604860484848252525g_i, Effective Green Time [s]
4.000.004.004.004.000.004.004.004.00l2, Clearance Lost Time [s]
2.000.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s]
6.005.506.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s]
120120120120120120120120120C, Cycle Length [s]
CRCCCLRCLLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 61.57 41.88 55.77 42.81 32.46 32.46 46.22 46.22 50.97 15.06 15.06 15.06
Movement LOS E D E D C C D D D B B B
d_A, Approach Delay [s/veh] 48.49 35.95 48.30 15.06
Approach LOS D D D B
d_I, Intersection Delay [s/veh] 42.86
Intersection LOS D
Intersection V/C 0.946
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-2-Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.612Volume to Capacity (v/c):
CLevel Of Service:
31.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 20: MD 410/Toledo Terrace
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
101101000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
MD 410MD 410Toledo TerraceName
Intersection Setup
0000Bicycle Volume [bicycles/h]
5124Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
9912617918276615026124186896151Total Analysis Volume [veh/h]
253152046191386564622138Total 15-Minute Volume [veh/h]
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
8911357116468913523522167805136Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
026011600000043Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
3.852.052.001.922.002.071.960.002.382.500.002.44Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
891109711536831352352216780593Base Volume Input [veh/h]
MD 410MD 410Toledo TerraceName
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
YesYesNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
4.04.04.04.04.03.04.04.04.04.04.04.0l2, Clearance Lost Time [s]
2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000000000000Pedestrian Clearance [s]
000000000000Walk [s]
5.05.05.05.05.03.03.03.03.03.03.03.0Vehicle Extension [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
Auxiliary Signal Groups
222661444888Signal group
PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
9.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
150Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
64.70476.4375.3892.90209.0386.40395.98286.31132.28389.2395th-Percentile Queue Length [ft/ln]
2.5919.063.023.728.363.4615.8411.455.2915.5795th-Percentile Queue Length [veh/ln]
35.95327.9341.8851.61119.4248.00263.00177.1773.49226.9050th-Percentile Queue Length [ft/ln]
1.4413.121.682.064.781.9210.527.092.949.0850th-Percentile Queue Length [veh/ln]
NoYesNoNoNoYesYesNoNoNoCritical Lane Group
BBCABBEEDFLane Group LOS
12.9819.7422.609.0210.1417.8757.8362.6446.34205.03d, Delay for Lane Group [s/veh]
0.110.590.200.170.320.420.730.670.241.26X, 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]
0.231.221.140.340.353.595.363.590.32133.01d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.500.500.500.230.140.110.13k, delay calibration
12.7518.5221.468.689.8014.2852.4759.0546.0272.02d1, Uniform Delay [s]
933213139410742412357392279389120c, Capacity [veh/h]
15533545698158035475671634128516211085s, saturation flow rate [veh/h]
0.060.360.110.120.220.260.170.140.060.14(v / s)_i Volume / Saturation Flow Rate
0.600.600.600.680.680.680.240.240.240.24g / C, Green / Cycle
90909010210210236363636g_i, Effective Green Time [s]
4.004.004.004.004.000.004.004.004.004.00l2, Clearance Lost Time [s]
0.000.002.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s]
150150150150150150150150150150C, Cycle Length [s]
RCLRCLCLCLLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 205.03 46.34 46.34 62.64 57.83 57.83 17.87 10.14 9.02 22.60 19.74 12.98
Movement LOS F D D E E E B B A C B B
d_A, Approach Delay [s/veh] 143.75 59.73 11.01 19.43
Approach LOS F E B B
d_I, Intersection Delay [s/veh] 31.82
Intersection LOS C
Intersection V/C 0.612
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
------------4-21Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.418Volume to Capacity (v/c):
ALevel Of Service:
5.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 21: MD 410/Editors Park Dr
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
45.0045.0030.00Speed [mph]
100.00100.00150.00200.00100.00100.00100.00Pocket Length [ft]
0011000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftU-turnRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
MD 410MD 410Editors Park DrName
Intersection Setup
000Bicycle Volume [bicycles/h]
000Pedestrian Volume [ped/h]
0000000Local Bus Stopping Rate [/h]
0000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
145196111391915664Total Analysis Volume [veh/h]
363240282303916Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor
130686110282714058Total Hourly Volume [veh/h]
0000000Right-Turn on Red Volume [veh/h]
0000000Other Volume [veh/h]
0000000Existing Site Adjustment Volume [veh/h]
0000000Pass-by Trips [veh/h]
0000000Diverted Trips [veh/h]
2621006860Site-Generated Trips [veh/h]
0000000In-Process Volume [veh/h]
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
12806511028215458Base Volume Input [veh/h]
MD 410MD 410Editors Park DrName
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
2.00.00.00.02.00.02.0l2, Clearance Lost Time [s]
2.00.00.00.02.00.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
1000010010Pedestrian Clearance [s]
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]
3000030030Maximum Green [s]
5000505Minimum Green [s]
------LeadLead / Lag
Auxiliary Signal Groups
2000605Signal group
PermissivePermissivePermissivePermissivePermissivePermissivePermissiveControl Type
Phasing & Timing
0.00Lost 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
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
11.1812.732.4010.7568.1095th-Percentile Queue Length [ft/ln]
0.450.510.100.432.7295th-Percentile Queue Length [veh/ln]
6.217.071.335.9737.8350th-Percentile Queue Length [ft/ln]
0.250.280.050.241.5150th-Percentile Queue Length [veh/ln]
YesNoNoNoYesCritical Lane Group
AAAABLane Group LOS
4.227.873.214.1016.61d, Delay for Lane Group [s/veh]
0.490.220.120.440.74X, 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]
0.130.240.060.153.52d2, Incremental Delay [s]
1.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.11k, delay calibration
4.107.633.153.9513.09d1, Uniform Delay [s]
29604469272070299c, Capacity [veh/h]
5072606158935471667s, saturation flow rate [veh/h]
0.290.160.070.260.13(v / s)_i Volume / Saturation Flow Rate
0.590.590.590.590.18g / C, Green / Cycle
202020206g_i, Effective Green Time [s]
2.002.002.002.002.00l2, Clearance Lost Time [s]
0.002.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.00L, Total Lost Time per Cycle [s]
3434343434C, Cycle Length [s]
CLRCCLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
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
d_A, Approach Delay [s/veh] 16.61 4.00 4.45
Approach LOS B A A
d_I, Intersection Delay [s/veh] 5.24
Intersection LOS A
Intersection V/C 0.418
----------------Ring 4
----------------Ring 3
---------------6Ring 2
--------------52Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.388Volume to Capacity (v/c):
BLevel Of Service:
13.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 22: MD 410/Prince George's Plaza
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
001001102000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
MD 410MD 410PG PlazaMetroName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
4314346366980109201833731284Total Analysis Volume [veh/h]
1135916162452754818321Total 15-Minute Volume [veh/h]
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
391291575988298181630661176Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
04700920000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
3.852.002.211.742.072.223.850.000.002.223.851.54Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
391244575979098181630661176Base Volume Input [veh/h]
MD 410MD 410PG PlazaMetroName
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.06.06.030.030.030.030.00.00.00.0Detector Length [ft]
0.00.00.0294.0294.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
YesNoYesNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
4.04.03.04.04.03.03.53.53.53.53.53.5l2, Clearance Lost Time [s]
2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000000000000Pedestrian Clearance [s]
000000000000Walk [s]
5.05.02.55.05.02.52.52.52.52.52.52.5Vehicle Extension [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
Auxiliary Signal Groups
225661444333Signal group
PermissPermissProtectePermissPermissProtecteSplitSplitSplitSplitSplitSplitControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
39.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
150Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
247.34235.8618.69165.97158.9136.4636.5632.1528.83157.6870.6695th-Percentile Queue Length [ft/ln]
9.899.430.756.646.361.461.461.291.156.312.8395th-Percentile Queue Length [veh/ln]
147.69139.1410.3892.2188.2820.2620.3117.8616.0287.6039.2650th-Percentile Queue Length [ft/ln]
5.915.570.423.693.530.810.810.710.643.501.5750th-Percentile Queue Length [veh/ln]
YesNoNoNoNoYesYesNoNoYesNoCritical Lane Group
AAAAAAEEEEELane Group LOS
8.918.514.457.697.446.7775.1072.9872.0478.0567.49d, Delay for Lane Group [s/veh]
0.380.380.120.270.270.280.400.300.290.790.36X, 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]
0.840.430.480.510.261.813.892.011.079.180.69d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.500.500.500.080.080.080.080.08k, delay calibration
8.088.083.977.187.184.9671.2170.9770.9668.8766.80d1, Uniform Delay [s]
13222555518130225613875061112108234c, Capacity [veh/h]
183535476161802354445115551900351415893461s, saturation flow rate [veh/h]
0.270.270.100.200.200.240.010.010.010.050.02(v / s)_i Volume / Saturation Flow Rate
0.720.720.790.720.720.790.030.030.030.070.07g / C, Green / Cycle
1081081181081081185551010g_i, Effective Green Time [s]
4.004.000.004.004.000.003.503.503.503.503.50l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
6.006.006.006.006.006.005.505.505.505.505.50L, Total Lost Time per Cycle [s]
150150150150150150150150150150150C, Cycle Length [s]
CCLCCLRCLCLLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 67.49 78.05 78.05 72.04 72.98 75.10 6.77 7.51 7.69 4.45 8.64 8.91
Movement LOS E E E E E E A A A A A A
d_A, Approach Delay [s/veh] 72.80 73.14 7.45 8.48
Approach LOS E E A A
d_I, Intersection Delay [s/veh] 13.34
Intersection LOS B
Intersection V/C 0.388
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------4321Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.686Volume to Capacity (v/c):
DLevel Of Service:
41.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 23: MD 410/Belcrest Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
001001001001No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
MD 410MD 410Belcrest RdBelcrest RoadName
Intersection Setup
0000Bicycle Volume [bicycles/h]
71911026Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
69116325121976014310745410612300278Total Analysis Volume [veh/h]
17291635519036271142637569Total 15-Minute Volume [veh/h]
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
621047226197684129964099511270250Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
02632750173000018Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.632.002.632.382.002.002.632.212.003.852.002.21Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
621021194122684112934099511270232Base Volume Input [veh/h]
MD 410MD 410Belcrest RdBelcrest RoadName
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
5.05.05.030.030.030.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoNoNoPedestrian Recall
YesYesNoYesYesNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall
4.54.52.04.54.52.02.02.02.04.04.02.0l2, Clearance Lost Time [s]
2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0000000100000Pedestrian Clearance [s]
000000050000Walk [s]
5.05.03.05.05.03.03.03.03.03.03.03.0Vehicle Extension [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]
--Lead--Lead--Lead--LeadLead / Lag
2,36,7Auxiliary Signal Groups
225661383447Signal group
OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
144.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
150Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
39.14515.61381.51157.03357.64245.38408.27413.32139.95239.35241.05191.7095th-Percentile Queue Length [ft/ln]
1.5720.6215.266.2814.319.8216.3316.535.609.579.647.6795th-Percentile Queue Length [veh/ln]
21.74360.02251.4887.24232.59146.22272.83276.8877.75141.73142.99106.9150th-Percentile Queue Length [ft/ln]
0.8714.4010.063.499.305.8510.9111.083.115.675.724.2850th-Percentile Queue Length [veh/ln]
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]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
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]
156635471763155735471774161918591538181318632183s, saturation flow rate [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
967924907014282842222240g_i, Effective Green Time [s]
0.004.502.000.004.502.002.002.000.004.004.000.00l2, Clearance Lost Time [s]
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
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 47.76 61.22 61.33 41.71 65.45 68.82 78.33 28.48 14.54 72.80 26.70 10.46
Movement LOS D E E D E E E C B E C B
d_A, Approach Delay [s/veh] 54.88 62.22 32.11 33.75
Approach LOS D E C C
d_I, Intersection Delay [s/veh] 41.42
Intersection LOS D
Intersection V/C 0.686
----------------Ring 4
----------------Ring 3
------------4765Ring 2
------------8321Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.850Volume to Capacity (v/c):
DLevel Of Service:
46.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 24: MD 410/MD 500/Adelphi Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
101001101000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
MD 410MD 410Adelphi RdMD 500Name
Intersection Setup
0000Bicycle Volume [bicycles/h]
9563Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
584137064714866483660439141853316Total Analysis Volume [veh/h]
1463431624216129151981041334Total 15-Minute Volume [veh/h]
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
526123358213779433254435237648014Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0000002300128Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.092.042.000.002.002.631.562.002.002.152.133.85Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
52612335821377943305413523764686Base Volume Input [veh/h]
MD 410MD 410Adelphi RdMD 500Name
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.06.030.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.0294.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoYesNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoMinimum Recall
5.05.04.00.05.04.00.05.02.00.02.02.0l2, Clearance Lost Time [s]
2.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
101000000000100Pedestrian Clearance [s]
550000000050Walk [s]
3.03.06.00.05.03.00.02.53.00.03.03.0Vehicle Extension [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]
5550255075055Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
2,4Auxiliary Signal Groups
225061047083Signal group
OverlapPermissProtecteUnsignaPermissProtectePermissPermissProtectePermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
150Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
58.65728.25272.49495.9041.2840.62344.94301.77814.38346.3832.9895th-Percentile Queue Length [ft/ln]
2.3529.1310.9019.841.651.6213.8012.0732.5813.861.3295th-Percentile Queue Length [veh/ln]
32.58538.05166.64343.8522.9322.57222.60189.03565.21223.7218.3250th-Percentile Queue Length [ft/ln]
1.3021.526.6713.750.920.908.907.5622.618.950.7350th-Percentile Queue Length [veh/ln]
NoYesNoNoYesNoNoYesYesNoNoCritical Lane Group
ADCDCCDEFDFLane Group LOS
2.5138.7430.1343.5228.4934.5040.8569.74144.0552.2489.53d, Delay for Lane Group [s/veh]
0.420.830.760.680.210.070.520.881.130.640.56X, 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]
0.923.743.672.912.140.040.265.6286.810.8016.28d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.370.290.500.500.080.080.110.500.110.11k, delay calibration
1.5934.9926.4640.6126.3534.4640.5964.1157.2451.4373.25d1, Uniform Delay [s]
139616488541278226522117044637083928c, Capacity [veh/h]
1579354518993547535158335473445156335421743s, saturation flow rate [veh/h]
0.370.390.340.240.090.020.170.110.270.150.01(v / s)_i Volume / Saturation Flow Rate
0.880.460.530.360.530.330.330.130.240.240.02g / C, Green / Cycle
1337080548050501936362g_i, Effective Green Time [s]
0.005.000.005.000.005.005.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
7.007.007.007.007.007.007.004.004.004.004.00L, Total Lost Time per Cycle [s]
150150150150150150150150150150150C, Cycle Length [s]
RCLCLRCLRCLLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 89.53 52.24 144.05 69.74 40.85 34.50 28.49 43.52 0.00 30.13 38.74 2.51
Movement LOS F D F E D C C D C D A
d_A, Approach Delay [s/veh] 92.54 51.59 42.73 28.46
Approach LOS F D D C
d_I, Intersection Delay [s/veh] 46.39
Intersection LOS D
Intersection V/C 0.850
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.579Volume to Capacity (v/c):
DLevel Of Service:
35.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 25: Ager Rd/23rd Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
001001000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach
Ager Rd.Ager Rd.23rd AveRittenhouse StName
Intersection Setup
0000Bicycle Volume [bicycles/h]
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
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
347911164922197513267221814Total Analysis Volume [veh/h]
1120341231519367654Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
347911164922197513267221814Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
01400470000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
346511164875197513267221814Base Volume Input [veh/h]
Ager Rd.Ager Rd.23rd AveRittenhouse StName
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
0000000210000Pedestrian Clearance [s]
000000070000Walk [s]
0.03.00.00.03.00.00.04.00.00.04.00.0Vehicle Extension [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]
03500350060060Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
060020040080Signal group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fixed timeActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
166.98167.2112.78442.30458.3214.91350.5245.2295th-Percentile Queue Length [ft/ln]
6.686.690.5117.6918.330.6014.021.8195th-Percentile Queue Length [veh/ln]
92.7792.907.10300.22313.208.28226.9825.1250th-Percentile Queue Length [ft/ln]
3.713.720.2812.0112.530.339.081.0050th-Percentile Queue Length [veh/ln]
NoNoNoYesNoNoYesNoCritical Lane Group
CCDDDCDCLane Group LOS
21.2221.2142.2138.9838.2925.3449.0628.91d, Delay for Lane Group [s/veh]
0.370.370.100.850.850.060.840.14X, 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]
1.601.601.8213.8413.160.4118.040.71d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.500.500.500.500.50k, delay calibration
19.6219.6240.3925.1425.1224.9331.0228.19d1, Uniform Delay [s]
653654110621654297422396c, Capacity [veh/h]
167916834671596168382213921557s, saturation flow rate [veh/h]
0.140.140.020.330.330.020.250.03(v / s)_i Volume / Saturation Flow Rate
0.390.390.390.390.390.390.280.22g / C, Green / Cycle
3535353535352520g_i, Effective Green Time [s]
3.003.003.003.003.003.000.003.00l2, Clearance Lost Time [s]
0.000.002.000.000.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]
5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s]
9090909090909090C, Cycle Length [s]
CCLCCLCCLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 28.91 28.91 28.91 49.06 49.06 49.06 25.34 38.56 38.98 42.21 21.22 21.22
Movement LOS C C C D D D C D D D C C
d_A, Approach Delay [s/veh] 28.91 49.06 38.39 21.68
Approach LOS C D D C
d_I, Intersection Delay [s/veh] 35.92
Intersection LOS D
Intersection V/C 0.579
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
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.420Volume to Capacity (v/c):
DLevel Of Service:
39.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 26: Ager Rd/Oglethorpe St/School
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
001101000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach
Ager Rd.Ager Rd.SchoolOglethorpe StName
Intersection Setup
0000Bicycle Volume [bicycles/h]
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
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1273212280983254014361227Total Analysis Volume [veh/h]
318331202466104937Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
1273212280983254014361227Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
01400470000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1271812280936254014361227Base Volume Input [veh/h]
Ager Rd.Ager Rd.SchoolOglethorpe StName
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.03.03.00.03.03.00.03.00.00.03.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
012001100270000Pedestrian Clearance [s]
070070070000Walk [s]
0.06.03.00.06.03.00.03.00.00.03.00.0Vehicle Extension [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]
01050105050050Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025080040Signal group
PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fixed timeActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
328.73330.1152.30535.49545.609.7417.9878.2295th-Percentile Queue Length [ft/ln]
13.1513.202.0921.4221.820.390.723.1395th-Percentile Queue Length [veh/ln]
209.92211.0029.06376.40384.755.419.9943.4650th-Percentile Queue Length [ft/ln]
8.408.441.1615.0615.390.220.401.7450th-Percentile Queue Length [veh/ln]
NoNoYesYesNoNoNoYesCritical Lane Group
CCBDDACDLane Group LOS
32.4232.4014.9548.1047.729.0533.0235.24d, Delay for Lane Group [s/veh]
0.600.600.220.870.870.040.050.20X, 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]
4.364.340.9315.9815.610.110.281.22d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.500.500.500.500.50k, delay calibration
28.0628.0614.0232.1232.118.9332.7534.02d1, Uniform Delay [s]
614618549601618639350371c, Capacity [veh/h]
1673168392816391683102812721422s, saturation flow rate [veh/h]
0.220.220.130.320.320.020.010.05(v / s)_i Volume / Saturation Flow Rate
0.370.370.640.370.370.640.230.23g / C, Green / Cycle
4040704040702525g_i, Effective Green Time [s]
3.003.000.003.003.000.003.003.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s]
109109109109109109109109C, Cycle Length [s]
CCLCCLCCLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 35.24 35.24 35.24 33.02 33.02 33.02 9.05 47.89 48.10 14.95 32.41 32.42
Movement LOS D D D C C C A D D B C C
d_A, Approach Delay [s/veh] 35.24 33.02 47.01 29.95
Approach LOS D C D C
d_I, Intersection Delay [s/veh] 39.24
Intersection LOS D
Intersection V/C 0.420
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
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.465Volume to Capacity (v/c):
BLevel Of Service:
16.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 27: Ager Rd/Nicholson St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
00010000001001No. of Lanes in Pocket
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
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
00000000000000Local Bus Stopping Rate [/h]
00000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
918085772662067911910928876431Total Analysis Volume [veh/h]
2320214266517235277219110Total 15-Minute Volume [veh/h]
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
82727516239186082179825788391Total Hourly Volume [veh/h]
00000000000000Right-Turn on Red Volume [veh/h]
00000000000000Other Volume [veh/h]
00000000000000Existing Site Adjustment Volume [veh/h]
00000000000000Pass-by Trips [veh/h]
00000000000000Diverted Trips [veh/h]
0140000000004700Site-Generated Trips [veh/h]
00000000000000In-Process Volume [veh/h]
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
82713516239186082179825741391Base Volume Input [veh/h]
Ager Rd.Nicholson StNicholson StAger Rd.Name
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
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]
NoNoNoNoPedestrian Recall
NoNoNoNoMaximum Recall
NoNoNoNoMinimum Recall
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]
NoNoNoNoRest In Walk
010000100010001000Pedestrian Clearance [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]
05000500500500Minimum Green [s]
--------------Lead / Lag
Auxiliary Signal Groups
06000400800200Signal group
PermiPermiPermiPermiPermissPermissPermissPermissPermissPermissPermiPermiPermiPermiControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fixed timeActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
201.22206.4940.59287.90211.19203.41205.0226.7795th-Percentile Queue Length [ft/ln]
8.058.261.6211.528.458.148.201.0795th-Percentile Queue Length [veh/ln]
113.76117.5722.55178.38120.99115.34116.5114.8750th-Percentile Queue Length [ft/ln]
4.554.700.907.144.844.614.660.5950th-Percentile Queue Length [veh/ln]
YesNoNoYesNoNoNoNoCritical Lane Group
BBBCCBBBLane Group LOS
11.2911.2517.2731.4433.3111.2311.2216.29d, Delay for Lane Group [s/veh]
0.420.420.180.620.570.410.410.12X, 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]
1.211.171.185.136.121.171.160.73d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.500.500.500.500.50k, delay calibration
10.0810.0816.1026.3027.1810.0610.0615.56d1, Uniform Delay [s]
1058109734656538210851097352c, Capacity [veh/h]
179718636131607100018421863629s, saturation flow rate [veh/h]
0.250.250.100.220.220.240.240.07(v / s)_i Volume / Saturation Flow Rate
0.590.590.590.320.320.590.590.59g / C, Green / Cycle
5353532929535353g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.002.002.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
9090909090909090C, Cycle Length [s]
CCLCCCCLLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
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
d_A, Approach Delay [s/veh] 11.46 33.31 31.44 11.67
Approach LOS B C C B
d_I, Intersection Delay [s/veh] 16.31
Intersection LOS B
Intersection V/C 0.465
----------------Ring 4
----------------Ring 3
--------------86Ring 2
--------------42Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.841Volume to Capacity (v/c):
BLevel Of Service:
19.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 28: Ager Rd/Hamilton St
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
100001100000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundWestboundEastboundApproach
Ager Rd.Ager Rd.Hamilton StHamilton StName
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
14338643161200107367259507613483Total Analysis Volume [veh/h]
3696108155027926513193421Total 15-Minute Volume [veh/h]
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
1293473885518096330233456812175Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
140000170130584747Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.632.002.213.331.842.061.912.083.850.001.723.33Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
115347388551807933022045107428Base Volume Input [veh/h]
Ager Rd.Ager Rd.Hamilton StHamilton StName
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
YesYesYesNoNoMinimum Recall
0.03.02.00.03.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000000000000Pedestrian Clearance [s]
000000000000Walk [s]
0.03.03.00.03.00.00.03.00.00.03.00.0Vehicle Extension [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]
01050100050050Minimum Green [s]
--Lead---------Lead / Lag
Auxiliary Signal Groups
061020080040Signal group
PermissPermissProtectePermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
220.31194.5266.1269.2888.13260.76191.09124.7991.6595th-Percentile Queue Length [ft/ln]
8.817.782.642.773.5310.437.644.993.6795th-Percentile Queue Length [veh/ln]
127.66108.9436.7438.4948.96157.77106.4869.3350.9250th-Percentile Queue Length [ft/ln]
5.114.361.471.541.966.314.262.772.0450th-Percentile Queue Length [veh/ln]
YesNoNoNoNoNoNoNoYesCritical Lane Group
BBBBCCCCDLane Group LOS
11.7313.3316.9016.8433.7328.9021.3320.1347.48d, Delay for Lane Group [s/veh]
0.540.550.200.200.480.760.500.390.52X, 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]
0.472.690.160.141.645.980.680.4711.43d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.500.110.110.110.270.120.110.50k, delay calibration
11.2610.6316.7416.7032.0922.9220.6519.6636.05d1, Uniform Delay [s]
974791631685221483617536160c, Capacity [veh/h]
1778129817201866870144016761598201s, saturation flow rate [veh/h]
0.300.330.070.070.120.250.180.130.41(v / s)_i Volume / Saturation Flow Rate
0.550.550.370.370.370.340.340.340.34g / C, Green / Cycle
424228282826262626g_i, Effective Green Time [s]
3.000.003.003.003.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]
5.005.005.005.005.004.004.004.004.00L, Total Lost Time per Cycle [s]
777777777777777777C, Cycle Length [s]
CLCCLCCCCLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 47.48 20.13 20.13 21.33 21.33 28.90 33.73 16.86 16.90 13.33 11.73 11.73
Movement LOS D C C C C C C B B B B B
d_A, Approach Delay [s/veh] 27.88 25.44 21.77 12.45
Approach LOS C C C B
d_I, Intersection Delay [s/veh] 19.73
Intersection LOS B
Intersection V/C 0.841
----------------Ring 4
----------------Ring 3
-------------86-Ring 2
-------------421Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.375Volume to Capacity (v/c):
ALevel Of Service:
8.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 29: Toledo Rd/Belcrest Rd
Intersection Level Of Service Report
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]
00000000010001No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftU-tuRightThruLeftU-tuTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Toledo RdToledo RdBelcrest RdBelcrest RdName
Intersection Setup
0000Bicycle Volume [bicycles/h]
152008Pedestrian Volume [ped/h]
00000000000000Local Bus Stopping Rate [/h]
00000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1002663312031815568725930710717Total Analysis Volume [veh/h]
25616858201392211577274Total 15-Minute Volume [veh/h]
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
90235728182873500782532769615Total Hourly Volume [veh/h]
00000000000000Right-Turn on Red Volume [veh/h]
00000000000000Other Volume [veh/h]
00000000000000Existing Site Adjustment Volume [veh/h]
00000000000000Pass-by Trips [veh/h]
00000000000000Diverted Trips [veh/h]
000000030001800Site-Generated Trips [veh/h]
00000000000000In-Process Volume [veh/h]
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
90235728182873497782532589615Base Volume Input [veh/h]
Toledo RdToledo RdBelcrest RdBelcrest RdName
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
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]
NoNoNoNoPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum 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]
NoNoNoNoRest In Walk
2121212121211515151515151515Pedestrian Clearance [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]
44444444444444Minimum Green [s]
--Lag--Lag--LagLag--LagLagLead / Lag
Auxiliary Signal Groups
88844466662222Signal group
PermissPermissPermissPermissPermissPermissPermiPermiPermiPermiPermiPermiPermiPermiControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
112.9416.2610.3320.7857.1659.1121.1329.9330.9337.3295th-Percentile Queue Length [ft/ln]
4.520.650.410.832.292.360.851.201.241.4995th-Percentile Queue Length [veh/ln]
62.749.035.7411.5431.7632.8411.7416.6317.1820.7450th-Percentile Queue Length [ft/ln]
2.510.360.230.461.271.310.470.670.690.8350th-Percentile Queue Length [veh/ln]
YesNoNoNoYesNoNoNoNoNoCritical Lane Group
CCCCAAAAAALane Group LOS
24.9021.1920.9130.514.834.796.004.204.178.10d, Delay for Lane Group [s/veh]
0.550.110.060.210.270.260.130.150.150.22X, 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]
1.370.170.080.720.560.530.360.280.260.94d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.500.500.500.50k, delay calibration
23.5321.0220.8429.794.274.265.643.923.917.15d1, Uniform Delay [s]
3442803241451169122871111581231551c, Capacity [veh/h]
150815931847128517731862100717561866780s, saturation flow rate [veh/h]
0.130.020.010.020.180.170.090.100.100.16(v / s)_i Volume / Saturation Flow Rate
0.180.180.180.180.660.660.660.660.660.66g / C, Green / Cycle
11111111404040404040g_i, Effective Green Time [s]
3.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s]
2.000.000.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s]
5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s]
61616161616161616161C, Cycle Length [s]
CRCLCCLCCLLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
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
d_A, Approach Delay [s/veh] 5.17 4.95 24.65 24.90
Approach LOS A A C C
d_I, Intersection Delay [s/veh] 8.65
Intersection LOS A
Intersection V/C 0.375
----------------Ring 4
----------------Ring 3
------------8-6-Ring 2
------------4-2-Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.783Volume to Capacity (v/c):
CLevel Of Service:
23.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 30: Adelphi Rd/Belcrest Rd
Intersection Level Of Service Report
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]
0000001000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach
Adelphi RdAdelphi RdUnderwood StBelcrest RdName
Intersection Setup
0000Bicycle Volume [bicycles/h]
5100Pedestrian Volume [ped/h]
0000000000000Local Bus Stopping Rate [/h]
0000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
75982200113941274720310438Total Analysis Volume [veh/h]
19020600285101212580109Total 15-Minute Volume [veh/h]
1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90000.90001.00001.0000.9000.9000.9000.90000.90000.90001.00001.00000.9000Peak Hour Factor
68374000102537264218310394Total Hourly Volume [veh/h]
0000000000000Right-Turn on Red Volume [veh/h]
0000000000000Other Volume [veh/h]
0000000000000Existing Site Adjustment Volume [veh/h]
0000000000000Pass-by Trips [veh/h]
0000000000000Diverted Trips [veh/h]
350012000000018Site-Generated Trips [veh/h]
0000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
1.941.990.000.001.980.000.000.000.000.000.000.002.12Heavy Vehicles Percentage [%]
1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
68073500101337264218310376Base Volume Input [veh/h]
Adelphi RdAdelphi RdUnderwood StBelcrest RdName
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
30.030.00.00.030.030.030.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoPedestrian Recall
YesYesNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall
3.03.00.00.02.52.02.02.02.02.00.00.03.0l2, Clearance Lost Time [s]
2.02.00.00.02.02.02.02.02.02.00.00.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
88008001313130013Pedestrian Clearance [s]
3300300444004Walk [s]
3.03.00.00.03.03.03.03.03.03.00.00.03.0Vehicle Extension [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]
4400444444004Minimum Green [s]
-----LeadLead--Lag--LeadLead / Lag
Auxiliary Signal Groups
6600255888004Signal group
PermissPermissPermissPermiPermiProtePermiSplitSplitSplitSplitSplitSplitControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
15.0Offset [s]
Fully actuatedActuation Type
Free RunningCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
589.05486.65245.8215.6184.22238.42237.5195th-Percentile Queue Length [ft/ln]
23.5619.479.830.623.379.549.5095th-Percentile Queue Length [veh/ln]
420.83336.28146.558.6746.79141.04140.3650th-Percentile Queue Length [ft/ln]
16.8313.455.860.351.875.645.6150th-Percentile Queue Length [veh/ln]
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]
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
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]
1593186335471810184417811772s, saturation flow rate [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
5353606061515g_i, Effective Green Time [s]
3.003.002.500.002.003.003.00l2, Clearance Lost Time [s]
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
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 44.09 0.00 44.08 49.56 49.56 49.56 19.64 19.64 10.11 0.00 0.00 21.68 31.27
Movement LOS D D D D D B B B C C
d_A, Approach Delay [s/veh] 44.09 49.56 10.46 26.29
Approach LOS D D B C
d_I, Intersection Delay [s/veh] 23.67
Intersection LOS C
Intersection V/C 0.783
----------------Ring 4
----------------Ring 3
--------------65Ring 2
----------8-4-2-Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.473Volume to Capacity (v/c):
CLevel Of Service:
31.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 31: Adelphi Rd/Campus Dr
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
000100000101No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Campus Dr.Campus Dr.Adelphi Rd.Adelphi Rd.Name
Intersection Setup
0000Bicycle Volume [bicycles/h]
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
7314181229156001496232891092256Total Analysis Volume [veh/h]
183520573900374582227364Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90000.90000.90000.90000.90001.00001.00000.90000.90000.90000.90000.9000Peak Hour Factor
661277320614000134620980983230Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0000000800300Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
2.002.002.002.212.000.000.002.052.002.272.082.27Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
661277320614000133820980953230Base Volume Input [veh/h]
Campus Dr.Campus Dr.Adelphi Rd.Adelphi Rd.Name
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.030.030.030.030.030.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
YesYesYesYesYesYesMinimum Recall
4.04.04.04.04.00.00.03.03.04.04.03.0l2, Clearance Lost Time [s]
2.02.02.02.02.00.00.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoNoRest In Walk
000000000000Pedestrian Clearance [s]
000000000000Walk [s]
3.03.03.04.04.00.00.03.03.03.53.53.0Vehicle Extension [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
666220011883Signal group
SplitSplitSplitPermissPermissPermissPermissOverlapOverlapPermissPermissProtecteControl Type
Phasing & Timing
12.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
45.0Offset [s]
Fully actuatedActuation Type
Free RunningCoordination Type
248Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
98.16150.64162.56264.1184.34448.0876.0586.78362.61314.7695th-Percentile Queue Length [ft/ln]
3.936.036.5010.563.3717.923.043.4714.5012.5995th-Percentile Queue Length [veh/ln]
54.5383.6990.31160.2946.85304.8942.2548.21236.50199.0750th-Percentile Queue Length [ft/ln]
2.183.353.616.411.8712.201.691.939.467.9650th-Percentile Queue Length [veh/ln]
NoNoYesYesNoYesNoNoNoYesCritical Lane Group
EEEDDBBCDELane Group LOS
55.1159.8259.8946.4438.5915.8016.8232.2439.4557.61d, Delay for Lane Group [s/veh]
0.540.740.750.680.210.690.140.200.750.88X, 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]
3.317.087.103.510.190.620.040.260.999.40d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.150.150.170.110.130.130.12k, delay calibration
51.8052.7352.7942.9338.4015.1816.7831.9838.4648.22d1, Uniform Delay [s]
135145154335751217916724511447291c, Capacity [veh/h]
1583169518001580354735453445157950701769s, saturation flow rate [veh/h]
0.050.060.060.140.040.420.070.060.220.14(v / s)_i Volume / Saturation Flow Rate
0.090.090.090.210.210.620.490.280.280.16g / C, Green / Cycle
10101025257357343419g_i, Effective Green Time [s]
4.004.004.004.004.000.000.004.004.003.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
6.006.006.006.006.005.005.006.006.005.00L, Total Lost Time per Cycle [s]
118118118118118118118118118118C, Cycle Length [s]
RCCRCCLRCLLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 57.61 39.45 32.24 16.82 15.80 0.00 0.00 38.59 46.44 59.89 59.84 55.11
Movement LOS E D C B B D D E E E
d_A, Approach Delay [s/veh] 42.24 15.94 43.26 58.68
Approach LOS D B D E
d_I, Intersection Delay [s/veh] 31.78
Intersection LOS C
Intersection V/C 0.473
----------------Ring 4
----------------Ring 3
-----------78--5Ring 2
-----------43621Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.424Volume to Capacity (v/c):
ALevel Of Service:
6.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 32: Adelphi Rd/Toledo Rd
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0045.00Speed [mph]
200.00100.00100.00100.00100.00100.00150.00Pocket Length [ft]
1010001No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftU-turnTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Toledo RdAdelphi RdAdelphi RdName
Intersection Setup
000Bicycle Volume [bicycles/h]
606Pedestrian Volume [ped/h]
0000000Local Bus Stopping Rate [/h]
0000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
835711674711491737Total Analysis Volume [veh/h]
211429187287432Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor
755110467210341566Total Hourly Volume [veh/h]
0000000Right-Turn on Red Volume [veh/h]
0000000Other Volume [veh/h]
0000000Existing Site Adjustment Volume [veh/h]
0000000Pass-by Trips [veh/h]
0000000Diverted Trips [veh/h]
00051200Site-Generated Trips [veh/h]
0000000In-Process Volume [veh/h]
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
755110466710221566Base Volume Input [veh/h]
Toledo RdAdelphi RdAdelphi RdName
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.00I, Upstream Filtering Factor
30.030.030.030.030.030.030.0Detector Length [ft]
0.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoPedestrian Recall
NoYesYesNoMaximum Recall
NoNoNoNoMinimum Recall
3.03.03.03.03.03.03.0l2, Clearance Lost Time [s]
2.02.02.02.02.02.02.0l1, Start-Up Lost Time [s]
NoNoNoRest In Walk
131366600Pedestrian Clearance [s]
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]
25254545651515Maximum Green [s]
4444444Minimum Green [s]
-Lag---LeadLeadLead / Lag
Auxiliary Signal Groups
4466255Signal group
SplitSplitPermissivePermissivePermissiveProtectedPPermissiveControl Type
Phasing & Timing
9.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
100Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
77.7650.2728.29101.6555.8818.8395th-Percentile Queue Length [ft/ln]
3.112.011.134.072.240.7595th-Percentile Queue Length [veh/ln]
43.2027.9315.7256.4731.0410.4650th-Percentile Queue Length [ft/ln]
1.731.120.632.261.240.4250th-Percentile Queue Length [veh/ln]
YesNoNoNoYesNoCritical Lane Group
DDAAAALane Group LOS
40.0136.614.935.893.173.41d, Delay for Lane Group [s/veh]
0.590.360.110.310.410.25X, 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]
3.961.350.210.340.450.84d2, Incremental Delay [s]
1.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.500.50k, delay calibration
36.0535.264.735.552.732.58d1, Uniform Delay [s]
140159106423902796718c, Capacity [veh/h]
15521767157835453546834s, saturation flow rate [veh/h]
0.050.030.070.210.320.22(v / s)_i Volume / Saturation Flow Rate
0.090.090.680.680.790.79g / C, Green / Cycle
7756566565g_i, Effective Green Time [s]
3.003.003.003.003.000.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
5.005.005.005.005.005.00L, Total Lost Time per Cycle [s]
828282828282C, Cycle Length [s]
RLRCCLLane Group
Lane Group Calculations
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Movement, Approach, & Intersection Results
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
d_A, Approach Delay [s/veh] 3.21 5.76 38.63
Approach LOS A A D
d_I, Intersection Delay [s/veh] 6.28
Intersection LOS A
Intersection V/C 0.424
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------4-2-Ring 1
Sequence
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
ALevel Of Service:
8.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
RoundaboutControl Type:
Intersection 33: Hamilton St/40th Pl/39th Ave
Intersection Level Of Service Report
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]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftLeft2RightThruLeftLeft2Right2RightThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Hamilton St39th AveMagruder Park EntName
Intersection Setup
000Pedestrian Volume [ped/h]
9386069322702014Total Analysis Volume [veh/h]
29601781201001Total 15-Minute Volume [veh/h]
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
8347062292602014Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
0120000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
0.002.150.003.850.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
8335062292602014Base Volume Input [veh/h]
Hamilton St39th AveMagruder Park EntName
Volumes
Hyattsville Transportation PlanKimley-Horn
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
Movement, Approach, & Intersection Results
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
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
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]
00000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
Right2RightThruLeftRightThruLeftLeft2Turning Movement
Lane Configuration
NorthwestboundWestboundApproach
Gallatin StHamilton StName
Intersection Setup
00Pedestrian Volume [ped/h]
0242013212477Total Analysis Volume [veh/h]
01105313122Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor
0237812211266Total Hourly Volume [veh/h]
00000000Other Volume [veh/h]
00000000Existing Site Adjustment Volume [veh/h]
00000000Pass-by Trips [veh/h]
00000000Diverted Trips [veh/h]
00300000Site-Generated Trips [veh/h]
00000000In-Process Volume [veh/h]
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
0237512211266Base Volume Input [veh/h]
Gallatin StHamilton StName
Volumes
Hyattsville Transportation PlanKimley-Horn
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
Movement, Approach, & Intersection Results
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
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
0.000Volume to Capacity (v/c):
BLevel Of Service:
12.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 4281: New Intersection
Intersection Level Of Service Report
YesYesYesYesCrosswalk
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]
000000000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
QueensburyQueensburyName
Intersection Setup
0000Pedestrian Volume [ped/h]
0222002720000000Total Analysis Volume [veh/h]
05600680000000Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor
0222002720000000Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate
2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0218002670000000Base Volume Input [veh/h]
QueensburyQueensburyName
Volumes
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
BIntersection LOS
0.00d_I, Intersection Delay [s/veh]
AABBApproach LOS
0.000.0011.4611.56d_A, Approach Delay [s/veh]
0.000.000.000.000.000.000.000.000.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.000.000.000.000.000.000.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln]
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
Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
FreeFreeStopStopPriority Scheme
Intersection Settings
Hyattsville Transportation PlanKimley-Horn
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
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Traffic Volume - Future Total Volume
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
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Traffic Volume - Future Total Volume
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
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Traffic Volume - Future Total Volume
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
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Traffic Volume - Future Total Volume
New IntersectionHamilton St/40th Pl/39th Ave
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
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
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
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
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
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
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
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
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with
Traffic Conditions
New IntersectionHamilton St/40th Pl/39th Ave
Hyattsville Transportation PlanKimley-Horn
Version 6.00-00
Generated with