NHAve-traffic analysis memo v3

121 WEST 27TH STREET, SUITE 705 NEW YORK, NY 10001-6207 212-242-2490 FAX 212-242-2549

www.nelsonnygaard.com

M E M O R A N D U M

To: Erkin Ozberk and Rosalind Grigsby (Takoma Park)

CC: Deborah Bilek (MWCOG), Paul Silberman (SabraWang)

From: Michael King, Rick Chellman P.E.

Date: June 14, 2013

Subject: New Hampshire Ave Mutli-way Boulevard Feasibility Study - Synchro Analysis

INTRODUCTION

This memo summarizes the traffic analysis portion of the New Hampshire Avenue Multi-way Boulevard

Feasibility Study. The team examined a 2-mile long stretch of New Hampshire Avenue from Eastern

Avenue to University Boulevard (MD State Route 193). The existing layout is a 2-way, 6-lane roadway

(3+3) with a median and left turn pockets. There are periodic side lanes throughout portions of the

corridor. The team used Synchro 8 software to analyze delay to vehicles at 10 signalized intersections

along the corridor (from Sheridan Street to the shopping center entrance south of University Blvd.).

Eastern Avenue and University Blvd. were not analyzed because the former is owned and operated by the

District of Columbia and the latter is the subject of other efforts which will affect its configuration and

operation. The analysis relied on existing traffic data and signal timing. A calibrated base year Synchro

model was provided by the SHA Office of Traffic and Safety, and the Highway Capacity Manual 2010

methodology was employed in this analysis.

Assumptions

The New Hampshire Avenue Corridor Concept Plan (2008) applies to the corridor south of Sligo Creek

Parkway (to Eastern Avenue). It describes a 4-lane (2+2) main roadway with 1-lane side roads. A

conceptual base plan is included as an Attachment.

The Takoma/Langley Crossroads Sector Plan (2010 draft) applies to the corridor north of Sligo Creek

Parkway (to University Boulevard). It describes a 6-lane (3+3) main roadway with 1-lane side roads. This

is similar to the existing, but the side roads are made continuous. Both plans include additional grid

streets, bicycle facilities, pedestrian safety measures and other elements designed to complement the

multi-way boulevard treatment and distribute local traffic.

According to the Takoma/Langley Crossroads Sector Plan (2010 draft), which includes New Hampshire

Avenue north of Sligo Creek Parkway, about 30% of the daily vehicle traffic are local trips1. Extrapolating

this to the balance of the corridor, with the recognition that both the Sector Plan and the New Hampshire

Avenue Corridor Concept Plan (2008) call for increased density and interconnectivity along the corridor,

it was assumed that this 30% could reasonably be shifted to the side lanes proposed in the multi-way

1 See Takoma Langley Crossroads Sector Plan Appendix 6 Connectivity. Local traffic defined as an origin and destination within the boundaries of the study area's Local Area Model, analysis based on COG regional travel demand model version 7.1.

NEW HAMPSHIRE AVENUE MULTIWAY BOULEVARD STUDY - SYNCHRO ANALYSIS MWCOG

Nelson\Nygaard Consulting Associates Inc. | 2

configuration. To be conservative, the project team modeled 90% of existing traffic on the main roadway,

thereby assuming only 10% would divert to the side roadways.

As requested by Maryland State Highway Administration (SHA) at a meeting on March 27, 2013, the

project team then modeled a one percent growth factor for a 20-year horizon. 1% for 20 years equates to

22% . Multiplying 0.9 (for 90%) times 1.22 (for 22% more) results in a 1.10 growth factor for the Synchro

analysis of future conditions. Detailed future year traffic scenarios are included as Attachments.

At the same meeting, SHA opined that the proposed mixed-used development will most likely increase the

vehicle traffic on the network, even with the various modes of transportation available in the area. In

addition, it was noted that some sections of the proposed multi-way boulevard may not have local lanes

due to site constraints related to the environmentally sensitive Sligo Creek and adjacent wooded areas. A

more comprehensive traffic analysis will need to be performed as the project progresses.



RESULTS

AM Peak Analysis

Modeling 90 percent of current traffic in the AM peak period grown at 1 percent for 20 years produced the

results shown below. All intersections operate at LOS-D or above in the proposed condition with the

exception of Route 410. This location initially had LOS-F, but with a split phasing for westbound left

turns produced LOS-E.

Figure 1 AM Peak Vehicle LOS. Existing is 6 lanes throughout. Multi-way is 4+2 lanes from Sheridan Street to Sligo Creek Parkway and 6+2 lanes from Sligo Creek Parkway to the shopping center south of University Boulevard.

New Hampshire Ave at: Existing (2013)

Multi-way (2033)

Sheridan St LOS A C

Max V/C ratio2 0.56 0.92

Poplar Ave / Ray Rd LOS A D

Max V/C ratio 0.64 0.98

New Hampshire Shopping Center LOS A D


East-West Highway / MD 410 LOS D E


Larch Ave LOS A D


Sligo Creek Parkway LOS B D


Glenside Drive LOS A B


Merwood Drive LOS A A


Holton Lane LOS A A


Shopping Center south of University Boulevard LOS C B


2 Maximum volume-to-capacity ratio is value for the movement with the highest v/c ratio.



PM Peak Analysis Modeling 90 percent of current traffic in the PM peak period grown at 1 percent for 20 years produced the

results shown below. All intersections operate at LOS-B or above in the proposed condition with the

exception of the New Hampshire Shopping Center (LOS-D) and Route 410 (LOS-E). A shorter signal

cycle (90 seconds) was used at the latter to improve operations.

Figure 2 PM Peak Vehicle LOS. Existing is 6 lanes throughout. Multi-way is 4+2 lanes from Sheridan Street to Sligo Creek Parkway and 6+2 lanes from Sligo Creek Parkway to the shopping center south of University Boulevard.

New Hampshire Ave at:

Existing

(2013) Multi-way (2033)

Sheridan St LOS A B

Max V/C ratio3 0.53 1.19

Poplar Ave / Ray Rd LOS A B


New Hampshire Shopping Center LOS A D


East-West Highway / MD 410 LOS D E


Larch Ave LOS A A


Sligo Creek Parkway LOS A B


Glenside Drive LOS A A


Merwood Drive LOS A A


Holton Lane LOS B B


Shopping Center south of University Boulevard LOS B B


3 Maximum volume-to-capacity ratio is value for the movement with the highest v/c ratio.



CONCLUSION

This traffic analysis was conducted to assess the feasibility of a multi-way boulevard on New Hampshire

Avenue. The results demonstrate, with a sufficient level of confidence, that the project can progress to the

next phase of development. Minor intersections would operate satisfactorily with a multi-way

configuration. Major intersections would need their own analysis and solutions, but it appears that issues

can be resolved with further refinement of the boulevard design, signal systems operational

considerations, and detailed travel forecasts and mode share analysis.

APPENDICES

• Synchro Outputs for AM and PM peak by intersection as listed in the tables above. The Maximum

V/C Ratio and Intersection LOS is listed on the second page of each intersection report.

• Conceptual Base Plan

NH Avenue Future AM W. Lane Reduction1601: MD 650 & Sheridan St. 110% of Existing TRaffic Volumes

Future AM 5:00 pm 1/29/2008 410 changed Synchro 8 ReportRC Page 3

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 5 6 5 55 20 60 10 870 25 30 2510 50Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 10 10 10 12 12 12 12 12 12Storage Length (ft) 0 0 0 0 230 0 195 0Storage Lanes 1 0 1 0 1 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Frt 0.931 0.887 0.996 0.997Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1652 1619 0 1652 1542 0 1770 3525 0 1770 3529 0Flt Permitted 0.495 0.749 0.031 0.277Satd. Flow (perm) 861 1619 0 1302 1542 0 58 3525 0 516 3529 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 6 66 5 3Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 1292 950Travel Time (s) 45.4 13.6 22.0 14.4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 6 7 6 60 22 66 11 957 28 33 2761 55Shared Lane Traffic (%)Lane Group Flow (vph) 6 13 0 60 88 0 11 985 0 33 2816 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 10 10 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.09 1.09 1.09 1.09 1.09 1.09 1.00 1.00 1.00 1.00 1.00 1.00Number of Detectors 1 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 30 30 300 30 300Trailing Detector (ft) 0 0 0 0 0 294 0 294Detector 1 Position(ft) 0 0 0 0 0 294 0 294Detector 1 Size(ft) 30 30 30 30 30 6 30 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 8 4 6 2Permitted Phases 8 4 6 6 2 2Detector Phase 8 8 4 4 6 6 2 2Switch PhaseMinimum Initial (s) 8.0 8.0 8.0 8.0 30.0 30.0 30.0 30.0Minimum Split (s) 14.0 14.0 14.0 14.0 36.5 36.5 36.5 36.5Total Split (s) 38.0 38.0 38.0 38.0 112.0 112.0 112.0 112.0

NH Avenue Future AM W. Lane Reduction1601: MD 650 & Sheridan St. 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Split (%) 25.3% 25.3% 25.3% 25.3% 74.7% 74.7% 74.7% 74.7%Maximum Green (s) 32.0 32.0 32.0 32.0 105.5 105.5 105.5 105.5Yellow Time (s) 4.0 4.0 4.0 4.0 4.5 4.5 4.5 4.5All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -4.5 -4.5 -4.5 -4.5Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 5.0 5.0 5.0 5.0Recall Mode None None None None C-Min C-Min C-Min C-MinAct Effct Green (s) 16.6 16.6 16.6 16.6 129.4 129.4 129.4 129.4Actuated g/C Ratio 0.11 0.11 0.11 0.11 0.86 0.86 0.86 0.86v/c Ratio 0.06 0.07 0.42 0.38 0.22 0.32 0.07 0.92Control Delay 58.7 41.0 70.1 24.7 13.6 2.4 0.8 12.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 23.3Total Delay 58.7 41.0 70.1 24.7 13.6 2.4 0.8 35.8LOS E D E C B A A DApproach Delay 46.6 43.1 2.6 35.4Approach LOS D D A D

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of GreenNatural Cycle: 90Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.92Intersection Signal Delay: 27.6 Intersection LOS: CIntersection Capacity Utilization 94.8% ICU Level of Service FAnalysis Period (min) 15

Splits and Phases: 1601: MD 650 & Sheridan St.

NH Avenue Future AM W. Lane Reduction1603: MD 650 & Poplar Ave/Ray Rd 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 55 20 25 45 50 100 10 900 25 55 2520 115Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 0 0 0 0 200 0 165 0Storage Lanes 0 1 1 0 1 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Frt 0.850 0.900 0.996 0.993Flt Protected 0.965 0.950 0.950 0.950Satd. Flow (prot) 0 1798 1583 1770 1676 0 1770 3525 0 1770 3514 0Flt Permitted 0.367 0.553 0.032 0.264Satd. Flow (perm) 0 684 1583 1030 1676 0 60 3525 0 492 3514 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 25 63 5 8Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 950 1426Travel Time (s) 27.4 24.9 16.2 21.6Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 60 22 28 50 55 110 11 990 28 60 2772 126Shared Lane Traffic (%)Lane Group Flow (vph) 0 82 28 50 165 0 11 1018 0 60 2898 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Number of Detectors 1 1 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 30 30 30 5 30 5Trailing Detector (ft) 0 0 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0Detector 1 Size(ft) 30 30 30 30 30 30 5 30 5Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type Perm NA Perm Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 4 4 8 2 2 6 6Detector Phase 4 4 4 8 8 2 2 6 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 20.0 20.0 20.0 20.0Minimum Split (s) 11.0 11.0 11.0 11.0 11.0 26.5 26.5 26.5 26.5Total Split (s) 38.0 38.0 38.0 38.0 38.0 112.0 112.0 112.0 112.0Total Split (%) 25.3% 25.3% 25.3% 25.3% 25.3% 74.7% 74.7% 74.7% 74.7%

NH Avenue Future AM W. Lane Reduction1603: MD 650 & Poplar Ave/Ray Rd 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMaximum Green (s) 32.0 32.0 32.0 32.0 32.0 105.5 105.5 105.5 105.5Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.5 4.5 4.5 4.5All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -4.5 -4.5 -4.5 -4.5Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 5.0 5.0 5.0 5.0Recall Mode None None None None None C-Max C-Max C-Max C-MaxAct Effct Green (s) 19.7 19.7 19.7 19.7 126.3 126.3 126.3 126.3Actuated g/C Ratio 0.13 0.13 0.13 0.13 0.84 0.84 0.84 0.84v/c Ratio 0.92 0.12 0.37 0.60 0.22 0.34 0.14 0.98Control Delay 137.7 21.5 65.5 46.0 14.6 3.2 1.4 17.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 31.8Total Delay 137.7 21.5 65.5 46.0 14.6 3.2 1.4 49.2LOS F C E D B A A DApproach Delay 108.1 50.5 3.3 48.2Approach LOS F D A D

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 120 (80%), Referenced to phase 2:NBTL and 6:SBTL, Start of GreenNatural Cycle: 75Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.98Intersection Signal Delay: 39.2 Intersection LOS: DIntersection Capacity Utilization 104.8% ICU Level of Service GAnalysis Period (min) 15

Splits and Phases: 1603: MD 650 & Poplar Ave/Ray Rd

NH Avenue Future AM W. Lane Reduction1605: MD 650 & New Hampshire S.C Ent 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 2 2 5 85 2 25 15 1025 20 110 2600 2Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12 12 12 12 10 12 12Storage Length (ft) 0 0 0 0 0 0 55 0Storage Lanes 0 1 1 0 0 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 0.95 0.95Frt 0.850 0.860 0.997Flt Protected 0.976 0.950 0.999 0.950Satd. Flow (prot) 0 1818 1583 1770 1602 0 0 3525 0 1652 3539 0Flt Permitted 0.924 0.755 0.711 0.201Satd. Flow (perm) 0 1721 1583 1406 1602 0 0 2509 0 349 3539 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 65 28 2Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 1426 581Travel Time (s) 13.6 16.9 24.3 8.8Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 2 2 6 94 2 28 16 1128 22 121 2860 2Shared Lane Traffic (%)Lane Group Flow (vph) 0 4 6 94 30 0 0 1166 0 121 2862 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 *0.85 1.00 1.09 1.00 1.00Number of Detectors 1 1 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 30 30 30 300 30 300Trailing Detector (ft) 0 0 0 0 0 0 294 0 294Detector 1 Position(ft) 0 0 0 0 0 0 294 0 294Detector 1 Size(ft) 30 30 30 30 30 30 6 30 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type Perm NA Perm Perm NA Perm NA pm+pt NAProtected Phases 4 8 6 5 2Permitted Phases 4 4 4 8 8 6 6 2 2Detector Phase 4 4 4 8 8 6 6 5 2Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 8.0 8.0 20.0 20.0 8.0 20.0Minimum Split (s) 20.0 20.0 20.0 30.0 30.0 26.5 26.5 24.0 26.5Total Split (s) 38.0 38.0 38.0 38.0 38.0 87.0 87.0 25.0 112.0

NH Avenue Future AM W. Lane Reduction1605: MD 650 & New Hampshire S.C Ent 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Split (%) 25.3% 25.3% 25.3% 25.3% 25.3% 58.0% 58.0% 16.7% 74.7%Maximum Green (s) 32.0 32.0 32.0 32.0 32.0 80.5 80.5 19.5 105.5Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.5 4.5 4.0 4.5All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1.5 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -4.5 -3.5 -4.5Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 5.0 5.0 3.0 5.0Recall Mode None None None None None C-Min C-Min None C-MinAct Effct Green (s) 19.6 19.6 19.6 19.6 112.7 126.4 126.4Actuated g/C Ratio 0.13 0.13 0.13 0.13 0.75 0.84 0.84v/c Ratio 0.02 0.02 0.51 0.13 0.62 0.31 0.96Control Delay 53.8 0.2 69.8 19.9 9.8 3.5 15.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 43.7Total Delay 53.8 0.2 69.9 19.9 9.8 3.5 59.2LOS D A E B A A EApproach Delay 21.6 57.8 9.8 57.0Approach LOS C E A E

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 110 (73%), Referenced to phase 2:SBTL and 6:NBTL, Start of GreenNatural Cycle: 145Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.96Intersection Signal Delay: 44.1 Intersection LOS: DIntersection Capacity Utilization 119.1% ICU Level of Service HAnalysis Period (min) 15* User Entered Value

Splits and Phases: 1605: MD 650 & New Hampshire S.C Ent

NH Avenue Future AM W. Lane Reduction1607: MD 650 & MD 410 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 65 215 75 260 590 385 45 865 140 200 2380 60Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 200 70 290 290 230 50 350 0Storage Lanes 1 1 1 1 1 1 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95Frt 0.850 0.850 0.850 0.996Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 3539 1583 1770 3525 0Flt Permitted 0.950 0.950 0.044 0.227Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 82 3539 1583 423 3525 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 131 325 131 4Link Speed (mph) 35 35 35 35Link Distance (ft) 1000 1000 581 1109Travel Time (s) 19.5 19.5 11.3 21.6Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 72 236 82 286 649 424 50 952 154 220 2618 66Shared Lane Traffic (%)Lane Group Flow (vph) 72 236 82 286 649 424 50 952 154 220 2684 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 *0.90 1.00 1.00 1.00 1.00 1.00 *0.85 1.00 *0.85 1.00 1.00Turning Speed (mph) 20 15 20 15 20 25 30 15Number of Detectors 1 1 1 1 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 5 30 30 5 30 300 30 30 300Trailing Detector (ft) 0 0 0 0 0 0 0 294 0 0 294Detector 1 Position(ft) 0 0 0 0 0 0 0 294 0 0 294Detector 1 Size(ft) 30 30 5 30 30 5 30 6 30 30 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type Split NA Perm Split NA Perm pm+pt NA Perm pm+pt NAProtected Phases 3 3 4 4 1 6 5 2Permitted Phases 3 4 6 6 2 2Detector Phase 3 3 3 4 4 4 1 6 6 5 2Switch PhaseMinimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 4.0 20.0 20.0 5.0 20.0Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 8.0 35.0 35.0 10.0 35.0Total Split (s) 14.0 14.0 14.0 26.0 26.0 26.0 8.0 79.0 79.0 31.0 102.0

NH Avenue Future AM W. Lane Reduction1607: MD 650 & MD 410 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Split (%) 9.3% 9.3% 9.3% 17.3% 17.3% 17.3% 5.3% 52.7% 52.7% 20.7% 68.0%Maximum Green (s) 8.0 8.0 8.0 20.0 20.0 20.0 4.0 73.0 73.0 26.0 96.0Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.5 4.5 4.5 3.5 4.5All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 0.5 1.5 1.5 1.5 1.5Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -4.0 -4.0 -3.0 -4.0 -4.0 -3.0 -4.0Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 1.0 2.0 2.0 2.0 2.0Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lag Lag Lead LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 3.0 5.0 5.0 3.0 5.0Recall Mode None None None None None None None C-Min C-Min None C-MinAct Effct Green (s) 12.0 12.0 12.0 24.0 24.0 24.0 99.5 91.5 91.5 108.0 101.6Actuated g/C Ratio 0.08 0.08 0.08 0.16 0.16 0.16 0.66 0.61 0.61 0.72 0.68v/c Ratio 0.51 0.83 0.33 1.01 1.15 0.81 0.38 0.44 0.15 0.51 1.12Control Delay 79.5 91.9 4.8 117.4 139.6 27.4 22.4 18.8 6.6 10.8 85.1Queue Delay 0.0 0.0 16.1 36.0 0.0 0.0 0.0 0.6 0.0 0.0 0.2Total Delay 79.5 91.9 21.0 153.4 139.6 27.4 22.4 19.4 6.6 10.8 85.3LOS E F C F F C C B A B FApproach Delay 74.7 107.5 17.8 79.6Approach LOS E F B E

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of GreenNatural Cycle: 150Control Type: Actuated-CoordinatedMaximum v/c Ratio: 1.15Intersection Signal Delay: 73.5 Intersection LOS: EIntersection Capacity Utilization 115.7% ICU Level of Service HAnalysis Period (min) 15* User Entered Value

Splits and Phases: 1607: MD 650 & MD 410

NH Avenue Future AM W. Lane Reduction1609: MD 650 & Larch Ave 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 5 0 35 2 2 90 30 1225 0 0 2500 10Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 0 0 0 0 185 0 0 0Storage Lanes 1 1 0 1 1 0 0 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95Frt 0.850 0.850 0.999Flt Protected 0.950 0.976 0.950Satd. Flow (prot) 1770 0 1583 0 1818 1583 1770 3539 0 0 3536 0Flt Permitted 0.755 0.976 0.030Satd. Flow (perm) 1406 0 1583 0 1818 1583 56 3539 0 0 3536 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 25 93 1Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 1109 1161Travel Time (s) 13.6 17.2 18.9 17.6Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 6 0 38 2 2 99 33 1348 0 0 2750 11Shared Lane Traffic (%)Lane Group Flow (vph) 6 0 38 0 4 99 33 1348 0 0 2761 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Number of Detectors 1 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 30 30 30 300 300Trailing Detector (ft) 0 0 0 0 0 0 294 294Detector 1 Position(ft) 0 0 0 0 0 0 294 294Detector 1 Size(ft) 30 30 30 30 30 30 6 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type custom custom Perm NA Perm Perm NA NAProtected Phases 8 6 2Permitted Phases 4 4 8 8 8 6 6 2Detector Phase 4 4 8 8 8 6 6 2Switch PhaseMinimum Initial (s) 8.0 8.0 8.0 8.0 8.0 30.0 30.0 30.0Minimum Split (s) 15.0 15.0 15.0 15.0 15.0 36.5 36.5 36.5Total Split (s) 39.0 39.0 39.0 39.0 39.0 111.0 111.0 111.0Total Split (%) 26.0% 26.0% 26.0% 26.0% 26.0% 74.0% 74.0% 74.0%

NH Avenue Future AM W. Lane Reduction1609: MD 650 & Larch Ave 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMaximum Green (s) 33.0 33.0 33.0 33.0 33.0 104.5 104.5 104.5Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.5 4.5 4.5All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -4.5 -4.5 -4.5Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 5.0 5.0 5.0Recall Mode None None None None None C-Min C-Min C-MinAct Effct Green (s) 13.0 13.0 13.0 13.0 133.0 133.0 133.0Actuated g/C Ratio 0.09 0.09 0.09 0.09 0.89 0.89 0.89v/c Ratio 0.05 0.24 0.03 0.45 0.67 0.43 0.88Control Delay 62.7 34.4 61.8 19.9 67.1 1.4 21.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 46.1Total Delay 62.7 34.4 61.8 19.9 67.1 1.4 67.8LOS E C E B E A EApproach Delay 21.5 3.0 67.8Approach LOS C A E

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBTL, Start of GreenNatural Cycle: 90Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.88Intersection Signal Delay: 45.5 Intersection LOS: DIntersection Capacity Utilization 99.7% ICU Level of Service FAnalysis Period (min) 15

Splits and Phases: 1609: MD 650 & Larch Ave

NH Avenue Future AM W. Lane Reduction1611: MD 650 & Sligo Creek Pkwy 110% of Existing TRaffic Volumes


Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 70 140 260 1000 2340 160Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Storage Length (ft) 0 100 205 0Storage Lanes 1 1 1 0Taper Length (ft) 25 25Lane Util. Factor 1.00 1.00 1.00 0.95 0.91 0.91Frt 0.850 0.990Flt Protected 0.950 0.950Satd. Flow (prot) 1770 1583 1770 3539 5034 0Flt Permitted 0.950 0.040Satd. Flow (perm) 1770 1583 75 3539 5034 0Right Turn on Red Yes YesSatd. Flow (RTOR) 154 12Link Speed (mph) 25 40 45Link Distance (ft) 500 1161 475Travel Time (s) 13.5 19.8 7.2Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 77 154 286 1100 2574 176Shared Lane Traffic (%)Lane Group Flow (vph) 77 154 286 1100 2750 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(ft) 12 12 12Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Number of Detectors 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 300 300Trailing Detector (ft) 0 0 0 294 294Detector 1 Position(ft) 0 0 0 294 294Detector 1 Size(ft) 30 30 30 6 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0Turn Type NA Perm pm+pt NA NAProtected Phases 4 1 6 2Permitted Phases 4 6 2Detector Phase 4 4 1 6 2Switch PhaseMinimum Initial (s) 8.0 8.0 5.0 20.0 20.0Minimum Split (s) 30.0 30.0 10.5 26.5 26.5Total Split (s) 33.0 33.0 27.0 117.0 90.0Total Split (%) 22.0% 22.0% 18.0% 78.0% 60.0%

NH Avenue Future AM W. Lane Reduction1611: MD 650 & Sligo Creek Pkwy 110% of Existing TRaffic Volumes


Lane Group EBL EBR NBL NBT SBT SBRMaximum Green (s) 27.0 27.0 21.5 110.5 83.5Yellow Time (s) 4.0 4.0 4.0 4.5 4.5All-Red Time (s) 2.0 2.0 1.5 2.0 2.0Lost Time Adjust (s) -4.0 -4.0 -3.5 -4.5 -4.5Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 5.0 5.0Recall Mode None None None C-Min C-MinAct Effct Green (s) 16.0 16.0 130.0 130.0 99.9Actuated g/C Ratio 0.11 0.11 0.87 0.87 0.67v/c Ratio 0.41 0.50 0.75 0.36 0.82Control Delay 68.3 14.2 70.8 1.4 25.2Queue Delay 0.0 0.0 0.0 0.0 23.9Total Delay 68.3 14.2 70.8 1.4 49.1LOS E B E A DApproach Delay 32.3 15.7 49.1Approach LOS C B D

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 24 (16%), Referenced to phase 2:SBT and 6:NBTL, Start of GreenNatural Cycle: 100Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.82Intersection Signal Delay: 37.6 Intersection LOS: DIntersection Capacity Utilization 86.2% ICU Level of Service EAnalysis Period (min) 15

Splits and Phases: 1611: MD 650 & Sligo Creek Pkwy

NH Avenue Future AM W. Lane Reduction1613: MD 650 & Glenside Dr./Erskine St. 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 2 10 30 170 20 85 2 1015 55 40 2300 2Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 9 9 12 9 9 12 12 12 12 12 12Storage Length (ft) 0 100 0 100 155 0 125 0Storage Lanes 0 1 0 1 1 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91Frt 0.850 0.850 0.992Flt Protected 0.992 0.957 0.950 0.950Satd. Flow (prot) 0 1663 1425 0 1604 1425 1770 5045 0 1770 5085 0Flt Permitted 0.968 0.739 0.036 0.208Satd. Flow (perm) 0 1623 1425 0 1239 1425 67 5045 0 387 5085 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 25 72 14Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 475 686Travel Time (s) 20.1 21.3 8.1 10.4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 2 11 33 187 22 94 2 1116 60 44 2530 2Shared Lane Traffic (%)Lane Group Flow (vph) 0 13 33 0 209 94 2 1176 0 44 2532 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.14 1.14 1.00 1.14 1.14 1.00 1.00 1.00 1.00 1.00 1.00Number of Detectors 1 1 1 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 30 30 30 30 300 30 300Trailing Detector (ft) 0 0 0 0 0 0 0 294 0 294Detector 1 Position(ft) 0 0 0 0 0 0 0 294 0 294Detector 1 Size(ft) 30 30 30 30 30 30 30 6 30 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NAProtected Phases 8 4 6 2Permitted Phases 8 8 8 4 4 6 2 2Detector Phase 8 8 8 4 4 4 6 6 2 2Switch PhaseMinimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 20.0 20.0 20.0 20.0Minimum Split (s) 14.0 14.0 14.0 30.0 30.0 30.0 26.5 26.5 26.5 26.5Total Split (s) 39.0 39.0 39.0 39.0 39.0 39.0 111.0 111.0 111.0 111.0

NH Avenue Future AM W. Lane Reduction1613: MD 650 & Glenside Dr./Erskine St. 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Split (%) 26.0% 26.0% 26.0% 26.0% 26.0% 26.0% 74.0% 74.0% 74.0% 74.0%Maximum Green (s) 33.0 33.0 33.0 33.0 33.0 33.0 104.5 104.5 104.5 104.5Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.5 4.5 4.5 4.5All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -4.5 -4.5 -4.5 -4.5Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 0.2 0.2 0.2 0.2Recall Mode None None None None None None C-Min C-Min C-Min C-MinAct Effct Green (s) 34.2 34.2 34.2 34.2 111.8 111.8 111.8 111.8Actuated g/C Ratio 0.23 0.23 0.23 0.23 0.75 0.75 0.75 0.75v/c Ratio 0.04 0.10 0.74 0.25 0.04 0.31 0.15 0.67Control Delay 41.2 18.5 68.9 15.0 6.0 4.8 7.4 8.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.1 0.0 1.0Total Delay 41.2 18.5 68.9 15.0 6.0 4.9 7.4 9.7LOS D B E B A A A AApproach Delay 24.9 52.2 4.9 9.6Approach LOS C D A A

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 15 (10%), Referenced to phase 2:SBTL and 6:NBTL, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.74Intersection Signal Delay: 11.6 Intersection LOS: BIntersection Capacity Utilization 77.1% ICU Level of Service DAnalysis Period (min) 15

Splits and Phases: 1613: MD 650 & Glenside Dr./Erskine St.

NH Avenue Future AM W. Lane Reduction1615: MD 650 & Merwood Dr. 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 2 2 45 50 15 60 50 1020 30 30 2260 10Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 9 12 12 9 12 12 12 12 12 12Storage Length (ft) 0 0 0 0 155 0 210 0Storage Lanes 0 1 0 1 1 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91Frt 0.850 0.850 0.996 0.999Flt Protected 0.976 0.963 0.950 0.950Satd. Flow (prot) 0 1818 1425 0 1794 1425 1770 5065 0 1770 5080 0Flt Permitted 0.905 0.785 0.040 0.221Satd. Flow (perm) 0 1686 1425 0 1462 1425 75 5065 0 412 5080 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 62 66 5 1Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 686 950Travel Time (s) 13.6 9.8 11.7 14.4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 2 2 50 55 16 66 55 1122 33 33 2486 11Shared Lane Traffic (%)Lane Group Flow (vph) 0 4 50 0 71 66 55 1155 0 33 2497 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.14 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00Number of Detectors 1 1 1 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 30 30 30 30 300 30 300Trailing Detector (ft) 0 0 0 0 0 0 0 294 0 294Detector 1 Position(ft) 0 0 0 0 0 0 0 294 0 294Detector 1 Size(ft) 30 30 30 30 30 30 30 6 30 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type Perm NA Perm Perm NA Perm pm+pt NA pm+pt NAProtected Phases 8 4 1 6 5 2Permitted Phases 8 8 4 4 6 2Detector Phase 8 8 8 4 4 4 1 6 5 2Switch PhaseMinimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 30.0 22.0 22.0 22.0 21.0 26.5 21.0 26.5Total Split (s) 36.0 36.0 36.0 36.0 36.0 36.0 22.5 91.5 22.5 91.5

NH Avenue Future AM W. Lane Reduction1615: MD 650 & Merwood Dr. 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Split (%) 24.0% 24.0% 24.0% 24.0% 24.0% 24.0% 15.0% 61.0% 15.0% 61.0%Maximum Green (s) 30.0 30.0 30.0 30.0 30.0 30.0 17.5 85.0 17.5 85.0Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.5 4.0 4.5All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -3.0 -4.5 -3.0 -4.5Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0Recall Mode None None None None None None None C-Max None C-MaxAct Effct Green (s) 16.6 16.6 16.6 16.6 128.5 120.6 126.8 119.6Actuated g/C Ratio 0.11 0.11 0.11 0.11 0.86 0.80 0.85 0.80v/c Ratio 0.02 0.23 0.44 0.31 0.31 0.28 0.08 0.62Control Delay 57.0 11.2 70.0 16.2 26.9 4.1 2.2 7.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3Total Delay 57.0 11.2 70.0 16.2 26.9 4.1 2.2 8.1LOS E B E B C A A AApproach Delay 14.6 44.1 5.2 8.0Approach LOS B D A A

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 25 (17%), Referenced to phase 2:SBTL and 6:NBTL, Start of GreenNatural Cycle: 100Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.62Intersection Signal Delay: 8.5 Intersection LOS: AIntersection Capacity Utilization 71.6% ICU Level of Service CAnalysis Period (min) 15

Splits and Phases: 1615: MD 650 & Merwood Dr.

NH Avenue Future AM W. Lane Reduction1617: MD 650 & Holton Ln. 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 10 10 2 45 10 10 0 955 35 40 2250 10Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 0 0 250 0 0 0 305 0Storage Lanes 0 0 1 0 0 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91Frt 0.989 0.925 0.995 0.999Flt Protected 0.978 0.950 0.950Satd. Flow (prot) 0 1802 0 1770 1723 0 0 5060 0 1770 5080 0Flt Permitted 0.897 0.800 0.223Satd. Flow (perm) 0 1653 0 1490 1723 0 0 5060 0 415 5080 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 2 11 5 1Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 950 528Travel Time (s) 13.6 21.8 16.2 8.0Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 11 11 2 50 11 11 0 1050 38 44 2475 11Shared Lane Traffic (%)Lane Group Flow (vph) 0 24 0 50 22 0 0 1088 0 44 2486 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Number of Detectors 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 30 5 30 5Trailing Detector (ft) 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0Detector 1 Size(ft) 30 30 30 30 5 30 5Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type Perm NA Perm NA NA pm+pt NAProtected Phases 4 8 6 5 2Permitted Phases 4 8 6 2Detector Phase 4 4 8 8 6 5 2Switch PhaseMinimum Initial (s) 10.0 10.0 8.0 8.0 20.0 5.0 20.0Minimum Split (s) 20.0 20.0 20.0 20.0 27.0 11.0 27.0Total Split (s) 46.0 46.0 46.0 46.0 78.0 26.0 104.0Total Split (%) 30.7% 30.7% 30.7% 30.7% 52.0% 17.3% 69.3%

NH Avenue Future AM W. Lane Reduction1617: MD 650 & Holton Ln. 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMaximum Green (s) 40.0 40.0 40.0 40.0 71.0 20.0 97.0Yellow Time (s) 4.0 4.0 4.0 4.0 5.0 4.0 5.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -5.0 -4.0 -5.0Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 5.0 2.5 5.0Recall Mode Min Min None None Min None MinAct Effct Green (s) 15.1 15.1 15.1 76.8 85.8 85.8Actuated g/C Ratio 0.14 0.14 0.14 0.73 0.82 0.82v/c Ratio 0.10 0.23 0.09 0.29 0.09 0.60Control Delay 43.2 48.1 30.9 5.3 2.2 4.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.3Total Delay 43.2 48.1 30.9 5.3 2.2 4.3LOS D D C A A AApproach Delay 43.2 42.8 5.3 4.3Approach LOS D D A A

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 105Natural Cycle: 60Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.60Intersection Signal Delay: 5.6 Intersection LOS: AIntersection Capacity Utilization 63.1% ICU Level of Service BAnalysis Period (min) 15

Splits and Phases: 1617: MD 650 & Holton Ln.

NH Avenue Future AM W. Lane Reduction1619: MD 650 & MD 650 South SC 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 5 15 80 20 25 15 25 960 10 20 2200 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 50 0 50 0 200 0 215 0Storage Lanes 1 0 0 0 1 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 1.00Frt 0.873 0.967 0.998Flt Protected 0.950 0.984 0.950 0.950Satd. Flow (prot) 1770 1626 0 0 1772 0 1770 5075 0 1770 5085 0Flt Permitted 0.656 0.896 0.052 0.222Satd. Flow (perm) 1222 1626 0 0 1614 0 97 5075 0 414 5085 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 16 10 2Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 528 581Travel Time (s) 13.6 13.6 9.0 8.8Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 6 16 88 22 28 16 28 1056 11 22 2420 0Shared Lane Traffic (%)Lane Group Flow (vph) 6 104 0 0 66 0 28 1067 0 22 2420 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 24 24Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turn Type Perm NA Perm NA Perm NA pm+pt NAProtected Phases 4 8 6 5 2Permitted Phases 4 8 6 2Minimum Split (s) 22.0 22.0 22.0 22.0 22.0 22.0 10.0 22.0Total Split (s) 31.0 31.0 31.0 31.0 103.0 103.0 16.0 119.0Total Split (%) 20.7% 20.7% 20.7% 20.7% 68.7% 68.7% 10.7% 79.3%Maximum Green (s) 25.0 25.0 25.0 25.0 97.0 97.0 10.0 113.0Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -4.0 -4.0 -4.0Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesAct Effct Green (s) 29.0 29.0 29.0 101.0 101.0 117.0 117.0Actuated g/C Ratio 0.19 0.19 0.19 0.67 0.67 0.78 0.78v/c Ratio 0.03 0.32 0.21 0.43 0.31 0.05 0.61Control Delay 49.7 46.9 45.0 35.7 10.4 0.9 19.5Queue Delay 0.0 0.0 0.0 0.0 0.4 0.0 0.5Total Delay 49.7 46.9 45.0 35.7 10.8 0.9 20.0LOS D D D D B A B

NH Avenue Future AM W. Lane Reduction1619: MD 650 & MD 650 South SC 110% of Existing TRaffic Volumes


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRApproach Delay 47.0 45.0 11.5 19.8Approach LOS D D B B

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 32 (21%), Referenced to phase 2:SBTL and 6:NBTL, Start of GreenNatural Cycle: 55Control Type: PretimedMaximum v/c Ratio: 0.61Intersection Signal Delay: 18.6 Intersection LOS: BIntersection Capacity Utilization 63.8% ICU Level of Service BAnalysis Period (min) 15

Splits and Phases: 1619: MD 650 & MD 650 South SC

NH Avenue Future PM1601: MD 650 & Sheridan St. 110% of Existing Traffic

PM grown 1.10 no opt 5:00 pm 1/29/2008 Synchro 8 ReportRC Page 3

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 120 20 25 40 10 50 50 1675 115 115 1475 40Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 10 10 10 10 10 10 12 12 12 12 12 12Storage Length (ft) 0 0 0 0 230 0 195 0Storage Lanes 1 0 1 0 1 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Frt 0.916 0.875 0.990 0.996Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1652 1593 0 1652 1521 0 1770 3504 0 1770 3525 0Flt Permitted 0.640 0.682 0.114 0.072Satd. Flow (perm) 1113 1593 0 1186 1521 0 212 3504 0 134 3525 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 28 37 12 5Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 1292 950Travel Time (s) 45.4 13.6 22.0 14.4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 132 22 28 44 11 55 55 1842 126 126 1622 44Shared Lane Traffic (%)Lane Group Flow (vph) 132 50 0 44 66 0 55 1968 0 126 1666 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 10 10 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.09 1.09 1.09 1.09 1.09 1.09 1.00 1.00 1.00 1.00 1.00 1.00Number of Detectors 1 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 30 30 300 30 300Trailing Detector (ft) 0 0 0 0 0 294 0 294Detector 1 Position(ft) 0 0 0 0 0 294 0 294Detector 1 Size(ft) 30 30 30 30 30 6 30 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 8 4 6 2Permitted Phases 8 4 6 6 2 2Detector Phase 8 8 4 4 6 6 2 2Switch PhaseMinimum Initial (s) 8.0 8.0 8.0 8.0 30.0 30.0 30.0 30.0Minimum Split (s) 14.0 14.0 14.0 14.0 36.5 36.5 36.5 36.5Total Split (s) 38.0 38.0 38.0 38.0 112.0 112.0 112.0 112.0

NH Avenue Future PM1601: MD 650 & Sheridan St. 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Split (%) 25.3% 25.3% 25.3% 25.3% 74.7% 74.7% 74.7% 74.7%Maximum Green (s) 32.0 32.0 32.0 32.0 105.5 105.5 105.5 105.5Yellow Time (s) 4.0 4.0 4.0 4.0 4.5 4.5 4.5 4.5All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -4.5 -4.5 -4.5 -4.5Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 5.0 5.0 5.0 5.0Recall Mode None None None None C-Min C-Min C-Min C-MinAct Effct Green (s) 26.3 26.3 26.3 26.3 119.7 119.7 119.7 119.7Actuated g/C Ratio 0.18 0.18 0.18 0.18 0.80 0.80 0.80 0.80v/c Ratio 0.68 0.17 0.21 0.22 0.33 0.70 1.19 0.59Control Delay 74.3 26.6 52.8 26.4 11.6 9.5 162.7 9.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2Total Delay 74.3 26.6 52.8 26.4 11.6 9.5 162.7 9.8LOS E C D C B A F AApproach Delay 61.2 36.9 9.6 20.5Approach LOS E D A C

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of GreenNatural Cycle: 90Control Type: Actuated-CoordinatedMaximum v/c Ratio: 1.19Intersection Signal Delay: 17.4 Intersection LOS: BIntersection Capacity Utilization 103.9% ICU Level of Service GAnalysis Period (min) 15

Splits and Phases: 1601: MD 650 & Sheridan St.

NH Avenue Future PM1603: MD 650 & Poplar Ave/Ray Rd 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 80 40 25 25 30 90 30 1775 40 65 1575 65Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 0 0 0 0 200 0 165 0Storage Lanes 0 1 1 0 1 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95Frt 0.850 0.887 0.997 0.994Flt Protected 0.968 0.950 0.950 0.950Satd. Flow (prot) 0 1803 1583 1770 1652 0 1770 3529 0 1770 3518 0Flt Permitted 0.542 0.466 0.094 0.070Satd. Flow (perm) 0 1010 1583 868 1652 0 175 3529 0 130 3518 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 28 30 4 7Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 950 1426Travel Time (s) 27.4 24.9 16.2 21.6Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 88 44 28 28 33 99 33 1952 44 72 1732 72Shared Lane Traffic (%)Lane Group Flow (vph) 0 132 28 28 132 0 33 1996 0 72 1804 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Number of Detectors 1 1 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 30 30 30 5 30 5Trailing Detector (ft) 0 0 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0Detector 1 Size(ft) 30 30 30 30 30 30 5 30 5Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type Perm NA Perm Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 4 4 8 2 2 6 6Detector Phase 4 4 4 8 8 2 2 6 6Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0 20.0 20.0 20.0 20.0Minimum Split (s) 11.0 11.0 11.0 11.0 11.0 26.5 26.5 26.5 26.5Total Split (s) 38.0 38.0 38.0 38.0 38.0 112.0 112.0 112.0 112.0Total Split (%) 25.3% 25.3% 25.3% 25.3% 25.3% 74.7% 74.7% 74.7% 74.7%

NH Avenue Future PM1603: MD 650 & Poplar Ave/Ray Rd 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMaximum Green (s) 32.0 32.0 32.0 32.0 32.0 105.5 105.5 105.5 105.5Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.5 4.5 4.5 4.5All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -4.5 -4.5 -4.5 -4.5Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 5.0 5.0 5.0 5.0Recall Mode None None None None None C-Max C-Max C-Max C-MaxAct Effct Green (s) 25.6 25.6 25.6 25.6 120.4 120.4 120.4 120.4Actuated g/C Ratio 0.17 0.17 0.17 0.17 0.80 0.80 0.80 0.80v/c Ratio 0.77 0.10 0.19 0.43 0.24 0.70 0.69 0.64Control Delay 85.9 15.8 53.5 45.6 8.4 7.2 43.4 8.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0Total Delay 85.9 15.8 53.5 45.6 8.4 7.2 43.4 8.2LOS F B D D A A D AApproach Delay 73.7 47.0 7.3 9.6Approach LOS E D A A

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 120 (80%), Referenced to phase 2:NBTL and 6:SBTL, Start of GreenNatural Cycle: 60Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.77Intersection Signal Delay: 12.3 Intersection LOS: BIntersection Capacity Utilization 84.4% ICU Level of Service EAnalysis Period (min) 15

Splits and Phases: 1603: MD 650 & Poplar Ave/Ray Rd

NH Avenue Future PM1605: MD 650 & New Hampshire S.C Ent 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 15 5 10 200 5 60 20 1825 90 100 1500 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12 12 12 12 10 12 12Storage Length (ft) 0 0 0 0 0 0 55 0Storage Lanes 0 1 1 0 0 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 0.95 0.95Frt 0.850 0.862 0.993 0.999Flt Protected 0.965 0.950 0.999 0.950Satd. Flow (prot) 0 1798 1583 1770 1606 0 0 3511 0 1652 3536 0Flt Permitted 0.839 0.743 0.905 0.040Satd. Flow (perm) 0 1563 1583 1384 1606 0 0 3181 0 70 3536 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 65 66 5 1Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 1426 581Travel Time (s) 13.6 16.9 24.3 8.8Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 16 6 11 220 6 66 22 2008 99 110 1650 6Shared Lane Traffic (%)Lane Group Flow (vph) 0 22 11 220 72 0 0 2129 0 110 1656 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 *0.85 1.00 1.09 1.00 1.00Number of Detectors 1 1 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 30 30 30 300 30 300Trailing Detector (ft) 0 0 0 0 0 0 294 0 294Detector 1 Position(ft) 0 0 0 0 0 0 294 0 294Detector 1 Size(ft) 30 30 30 30 30 30 6 30 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type Perm NA Perm Perm NA Perm NA pm+pt NAProtected Phases 4 8 6 5 2Permitted Phases 4 4 4 8 8 6 6 2 2Detector Phase 4 4 4 8 8 6 6 5 2Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 8.0 8.0 20.0 20.0 8.0 20.0Minimum Split (s) 20.0 20.0 20.0 30.0 30.0 26.5 26.5 24.0 26.5Total Split (s) 38.0 38.0 38.0 38.0 38.0 87.0 87.0 25.0 112.0

NH Avenue Future PM1605: MD 650 & New Hampshire S.C Ent 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Split (%) 25.3% 25.3% 25.3% 25.3% 25.3% 58.0% 58.0% 16.7% 74.7%Maximum Green (s) 32.0 32.0 32.0 32.0 32.0 80.5 80.5 19.5 105.5Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.5 4.5 4.0 4.5All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1.5 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -4.5 -3.5 -4.5Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 5.0 5.0 3.0 5.0Recall Mode None None None None None C-Min C-Min None C-MinAct Effct Green (s) 31.4 31.4 31.4 31.4 98.1 114.6 114.6Actuated g/C Ratio 0.21 0.21 0.21 0.21 0.65 0.76 0.76v/c Ratio 0.07 0.03 0.76 0.19 1.02 0.53 0.61Control Delay 45.7 0.2 72.4 12.6 51.1 38.3 9.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 2.1Total Delay 45.7 0.2 72.4 12.6 51.1 38.3 11.7LOS D A E B D D BApproach Delay 30.5 57.7 51.1 13.3Approach LOS C E D B

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 110 (73%), Referenced to phase 2:SBTL and 6:NBTL, Start of GreenNatural Cycle: 145Control Type: Actuated-CoordinatedMaximum v/c Ratio: 1.02Intersection Signal Delay: 35.6 Intersection LOS: DIntersection Capacity Utilization 116.9% ICU Level of Service HAnalysis Period (min) 15* User Entered Value

Splits and Phases: 1605: MD 650 & New Hampshire S.C Ent

NH Avenue Future PM1607: MD 650 & MD 410 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 95 440 85 180 455 285 75 1540 280 285 1330 40Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 200 70 290 290 230 50 350 0Storage Lanes 1 1 1 1 1 1 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.91 0.91 1.00 0.95 0.95Frt 0.850 0.850 0.850 0.996Flt Protected 0.950 0.950 0.950 0.950Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 3390 1441 1770 3525 0Flt Permitted 0.308 0.476 0.093 0.091Satd. Flow (perm) 574 3539 1583 887 3539 1583 173 3390 1441 170 3525 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 170 179 170 5Link Speed (mph) 35 35 40 45Link Distance (ft) 1000 1000 581 1109Travel Time (s) 19.5 19.5 9.9 16.8Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 104 484 94 198 500 314 82 1694 308 314 1463 44Shared Lane Traffic (%) 0%Lane Group Flow (vph) 104 484 94 198 500 314 82 1694 308 314 1507 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 *0.90 1.00 1.00 1.00 1.00 1.00 *0.85 1.00 *0.85 1.00 1.00Turning Speed (mph) 20 15 20 15 20 25 30 15Number of Detectors 1 1 1 1 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 5 30 30 5 30 300 30 30 300Trailing Detector (ft) 0 0 0 0 0 0 0 294 0 0 294Detector 1 Position(ft) 0 0 0 0 0 0 0 294 0 0 294Detector 1 Size(ft) 30 30 5 30 30 5 30 6 30 30 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type Perm NA Perm Perm NA Perm pm+pt NA Perm pm+pt NAProtected Phases 3 4 1 6 5 2Permitted Phases 3 3 4 4 6 6 2 2Detector Phase 3 3 3 4 4 4 1 6 6 5 2Switch PhaseMinimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 5.0 20.0 20.0 5.0 20.0Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 10.0 35.0 35.0 10.0 35.0Total Split (s) 15.0 15.0 15.0 19.0 19.0 19.0 10.0 46.0 46.0 10.0 46.0

NH Avenue Future PM1607: MD 650 & MD 410 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Split (%) 16.7% 16.7% 16.7% 21.1% 21.1% 21.1% 11.1% 51.1% 51.1% 11.1% 51.1%Maximum Green (s) 9.0 9.0 9.0 13.0 13.0 13.0 5.0 40.0 40.0 5.0 40.0Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.5 4.5 4.5 3.5 4.5All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 1.5 1.5 1.5 1.5 1.5Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -4.0 -4.0 -3.0 -4.0 -4.0 -3.0 -4.0Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lag Lag Lead LagLead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes YesVehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 3.0 5.0 5.0 3.0 5.0Recall Mode None None None None None None None C-Min C-Min None C-MinAct Effct Green (s) 13.0 13.0 13.0 17.0 17.0 17.0 52.0 44.0 44.0 52.4 46.0Actuated g/C Ratio 0.14 0.14 0.14 0.19 0.19 0.19 0.58 0.49 0.49 0.58 0.51v/c Ratio 1.27 0.95 0.25 1.19 0.75 0.71 0.34 1.02 0.39 1.30 0.84Control Delay 223.6 68.3 1.8 163.8 42.5 24.4 11.6 52.1 7.8 186.3 24.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.6 0.0 0.0 0.0Total Delay 223.6 68.3 1.8 163.8 42.5 24.4 11.6 57.8 7.8 186.3 24.8LOS F E A F D C B E A F CApproach Delay 82.8 60.6 48.6 52.7Approach LOS F E D D

Intersection SummaryArea Type: OtherCycle Length: 90Actuated Cycle Length: 90Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of GreenNatural Cycle: 90Control Type: Actuated-CoordinatedMaximum v/c Ratio: 1.30Intersection Signal Delay: 56.2 Intersection LOS: EIntersection Capacity Utilization 105.1% ICU Level of Service GAnalysis Period (min) 15* User Entered Value

Splits and Phases: 1607: MD 650 & MD 410

NH Avenue Future PM1609: MD 650 & Larch Ave 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 10 0 15 10 5 30 5 2000 0 0 1540 10Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 0 0 0 0 185 0 0 0Storage Lanes 1 1 0 1 1 0 0 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95Frt 0.850 0.850 0.999Flt Protected 0.950 0.969 0.950Satd. Flow (prot) 1770 0 1583 0 1805 1583 1770 3539 0 0 3536 0Flt Permitted 0.746 0.969 0.128Satd. Flow (perm) 1390 0 1583 0 1805 1583 238 3539 0 0 3536 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 25 25 1Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 1109 1161Travel Time (s) 13.6 17.2 18.9 17.6Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 11 0 16 11 6 33 6 2200 0 0 1694 11Shared Lane Traffic (%)Lane Group Flow (vph) 11 0 16 0 17 33 6 2200 0 0 1705 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Number of Detectors 1 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 30 30 30 300 300Trailing Detector (ft) 0 0 0 0 0 0 294 294Detector 1 Position(ft) 0 0 0 0 0 0 294 294Detector 1 Size(ft) 30 30 30 30 30 30 6 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type custom custom Perm NA Perm Perm NA NAProtected Phases 8 6 2Permitted Phases 4 4 8 8 8 6 6 2Detector Phase 4 4 8 8 8 6 6 2Switch PhaseMinimum Initial (s) 8.0 8.0 8.0 8.0 8.0 30.0 30.0 30.0Minimum Split (s) 15.0 15.0 15.0 15.0 15.0 36.5 36.5 36.5Total Split (s) 39.0 39.0 39.0 39.0 39.0 111.0 111.0 111.0Total Split (%) 26.0% 26.0% 26.0% 26.0% 26.0% 74.0% 74.0% 74.0%

NH Avenue Future PM1609: MD 650 & Larch Ave 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMaximum Green (s) 33.0 33.0 33.0 33.0 33.0 104.5 104.5 104.5Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.5 4.5 4.5All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -4.5 -4.5 -4.5Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 5.0 5.0 5.0Recall Mode None None None None None C-Min C-Min C-MinAct Effct Green (s) 12.3 12.3 12.3 12.3 136.9 136.9 136.9Actuated g/C Ratio 0.08 0.08 0.08 0.08 0.91 0.91 0.91v/c Ratio 0.10 0.11 0.11 0.22 0.03 0.68 0.53Control Delay 65.5 13.4 65.5 31.8 1.3 3.3 4.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.3 0.0Total Delay 65.5 13.4 65.5 31.8 1.3 3.7 4.5LOS E B E C A A AApproach Delay 43.2 3.7 4.5Approach LOS D A A

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBTL, Start of GreenNatural Cycle: 60Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.68Intersection Signal Delay: 4.7 Intersection LOS: AIntersection Capacity Utilization 80.8% ICU Level of Service DAnalysis Period (min) 15

Splits and Phases: 1609: MD 650 & Larch Ave

NH Avenue Future PM1611: MD 650 & Sligo Creek Pkwy 110% of Existing Traffic


Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 155 150 195 1875 1400 85Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Storage Length (ft) 0 100 205 0Storage Lanes 1 1 1 0Taper Length (ft) 25 25Lane Util. Factor 1.00 1.00 1.00 0.95 0.91 0.91Frt 0.850 0.991Flt Protected 0.950 0.950Satd. Flow (prot) 1770 1583 1770 3539 5040 0Flt Permitted 0.950 0.107Satd. Flow (perm) 1770 1583 199 3539 5040 0Right Turn on Red Yes YesSatd. Flow (RTOR) 147 11Link Speed (mph) 25 40 45Link Distance (ft) 500 1161 475Travel Time (s) 13.5 19.8 7.2Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 170 165 214 2062 1540 94Shared Lane Traffic (%)Lane Group Flow (vph) 170 165 214 2062 1634 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Left Left RightMedian Width(ft) 12 12 12Link Offset(ft) 0 0 0Crosswalk Width(ft) 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Number of Detectors 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 300 300Trailing Detector (ft) 0 0 0 294 294Detector 1 Position(ft) 0 0 0 294 294Detector 1 Size(ft) 30 30 30 6 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0Turn Type NA Perm pm+pt NA NAProtected Phases 4 1 6 2Permitted Phases 4 6 2Detector Phase 4 4 1 6 2Switch PhaseMinimum Initial (s) 8.0 8.0 5.0 20.0 20.0Minimum Split (s) 30.0 30.0 10.5 26.5 26.5Total Split (s) 33.0 33.0 27.0 117.0 90.0Total Split (%) 22.0% 22.0% 18.0% 78.0% 60.0%

NH Avenue Future PM1611: MD 650 & Sligo Creek Pkwy 110% of Existing Traffic


Lane Group EBL EBR NBL NBT SBT SBRMaximum Green (s) 27.0 27.0 21.5 110.5 83.5Yellow Time (s) 4.0 4.0 4.0 4.5 4.5All-Red Time (s) 2.0 2.0 1.5 2.0 2.0Lost Time Adjust (s) -4.0 -4.0 -3.5 -4.5 -4.5Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 5.0 5.0Recall Mode None None None C-Min C-MinAct Effct Green (s) 23.6 23.6 122.4 122.4 101.0Actuated g/C Ratio 0.16 0.16 0.82 0.82 0.67v/c Ratio 0.61 0.44 0.59 0.71 0.48Control Delay 67.7 14.4 24.0 6.5 11.0Queue Delay 0.0 0.0 0.0 0.0 0.1Total Delay 67.7 14.4 24.0 6.5 11.1LOS E B C A BApproach Delay 41.4 8.2 11.1Approach LOS D A B

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 24 (16%), Referenced to phase 2:SBT and 6:NBTL, Start of GreenNatural Cycle: 80Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.71Intersection Signal Delay: 11.9 Intersection LOS: BIntersection Capacity Utilization 73.1% ICU Level of Service DAnalysis Period (min) 15

Splits and Phases: 1611: MD 650 & Sligo Creek Pkwy

NH Avenue Future PM1613: MD 650 & Glenside Dr./Erskine St. 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 5 15 50 40 5 105 120 1790 120 65 1400 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 9 9 12 9 9 12 12 12 12 12 12Storage Length (ft) 0 100 0 100 155 0 125 0Storage Lanes 0 1 0 1 1 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91Frt 0.850 0.850 0.991 0.999Flt Protected 0.987 0.958 0.950 0.950Satd. Flow (prot) 0 1655 1425 0 1606 1425 1770 5040 0 1770 5080 0Flt Permitted 0.939 0.767 0.144 0.075Satd. Flow (perm) 0 1574 1425 0 1286 1425 268 5040 0 140 5080 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 55 28 18 1Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 475 686Travel Time (s) 20.1 21.3 8.1 10.4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 6 16 55 44 6 116 132 1969 132 72 1540 6Shared Lane Traffic (%)Lane Group Flow (vph) 0 22 55 0 50 116 132 2101 0 72 1546 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.14 1.14 1.00 1.14 1.14 1.00 1.00 1.00 1.00 1.00 1.00Number of Detectors 1 1 1 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 30 30 30 30 300 30 300Trailing Detector (ft) 0 0 0 0 0 0 0 294 0 294Detector 1 Position(ft) 0 0 0 0 0 0 0 294 0 294Detector 1 Size(ft) 30 30 30 30 30 30 30 6 30 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NAProtected Phases 8 4 6 2Permitted Phases 8 8 8 4 4 6 2 2Detector Phase 8 8 8 4 4 4 6 6 2 2Switch PhaseMinimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 20.0 20.0 20.0 20.0Minimum Split (s) 14.0 14.0 14.0 30.0 30.0 30.0 26.5 26.5 26.5 26.5Total Split (s) 39.0 39.0 39.0 39.0 39.0 39.0 111.0 111.0 111.0 111.0

NH Avenue Future PM1613: MD 650 & Glenside Dr./Erskine St. 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Split (%) 26.0% 26.0% 26.0% 26.0% 26.0% 26.0% 74.0% 74.0% 74.0% 74.0%Maximum Green (s) 33.0 33.0 33.0 33.0 33.0 33.0 104.5 104.5 104.5 104.5Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.5 4.5 4.5 4.5All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -4.5 -4.5 -4.5 -4.5Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lead/LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 0.2 0.2 0.2 0.2Recall Mode None None None None None None C-Min C-Min C-Min C-MinAct Effct Green (s) 18.9 18.9 18.9 18.9 127.1 127.1 127.1 127.1Actuated g/C Ratio 0.13 0.13 0.13 0.13 0.85 0.85 0.85 0.85v/c Ratio 0.11 0.24 0.31 0.57 0.58 0.49 0.61 0.36Control Delay 56.6 15.4 62.8 56.5 14.0 3.1 28.5 1.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0Total Delay 56.6 15.4 62.8 56.5 14.0 3.5 28.5 1.2LOS E B E E B A C AApproach Delay 27.2 58.4 4.1 2.4Approach LOS C E A A

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 15 (10%), Referenced to phase 2:SBTL and 6:NBTL, Start of GreenNatural Cycle: 90Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.61Intersection Signal Delay: 6.1 Intersection LOS: AIntersection Capacity Utilization 77.0% ICU Level of Service DAnalysis Period (min) 15

Splits and Phases: 1613: MD 650 & Glenside Dr./Erskine St.

NH Avenue Future PM1615: MD 650 & Merwood Dr. 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 10 5 40 25 10 40 100 1700 100 65 1400 35Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 9 12 12 9 12 12 12 12 12 12Storage Length (ft) 0 0 0 0 155 0 210 0Storage Lanes 0 1 0 1 1 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91Frt 0.850 0.850 0.992 0.996Flt Protected 0.969 0.965 0.950 0.950Satd. Flow (prot) 0 1805 1425 0 1798 1425 1770 5045 0 1770 5065 0Flt Permitted 0.831 0.798 0.135 0.084Satd. Flow (perm) 0 1548 1425 0 1486 1425 251 5045 0 156 5065 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 62 62 11 4Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 686 950Travel Time (s) 13.6 9.8 11.7 14.4Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 11 6 44 28 11 44 110 1870 110 72 1540 38Shared Lane Traffic (%)Lane Group Flow (vph) 0 17 44 0 39 44 110 1980 0 72 1578 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 0 0 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.14 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00Number of Detectors 1 1 1 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 30 30 30 30 300 30 300Trailing Detector (ft) 0 0 0 0 0 0 0 294 0 294Detector 1 Position(ft) 0 0 0 0 0 0 0 294 0 294Detector 1 Size(ft) 30 30 30 30 30 30 30 6 30 6Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type Perm NA Perm Perm NA Perm pm+pt NA pm+pt NAProtected Phases 8 4 1 6 5 2Permitted Phases 8 8 4 4 6 2Detector Phase 8 8 8 4 4 4 1 6 5 2Switch PhaseMinimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 5.0 20.0 5.0 20.0Minimum Split (s) 30.0 30.0 30.0 22.0 22.0 22.0 21.0 26.5 21.0 26.5Total Split (s) 36.0 36.0 36.0 36.0 36.0 36.0 22.5 91.5 22.5 91.5

NH Avenue Future PM1615: MD 650 & Merwood Dr. 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Split (%) 24.0% 24.0% 24.0% 24.0% 24.0% 24.0% 15.0% 61.0% 15.0% 61.0%Maximum Green (s) 30.0 30.0 30.0 30.0 30.0 30.0 17.5 85.0 17.5 85.0Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.5 4.0 4.5All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -3.0 -4.5 -3.0 -4.5Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0Recall Mode None None None None None None None C-Max None C-MaxAct Effct Green (s) 13.7 13.7 13.7 13.7 133.5 123.4 132.7 123.0Actuated g/C Ratio 0.09 0.09 0.09 0.09 0.89 0.82 0.88 0.82v/c Ratio 0.12 0.24 0.29 0.24 0.34 0.48 0.30 0.38Control Delay 63.6 9.5 68.6 9.5 4.5 3.8 4.4 4.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 63.6 9.5 68.6 9.5 4.5 3.8 4.4 4.4LOS E A E A A A A AApproach Delay 24.6 37.3 3.8 4.4Approach LOS C D A A

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 25 (17%), Referenced to phase 2:SBTL and 6:NBTL, Start of GreenNatural Cycle: 90Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.48Intersection Signal Delay: 5.1 Intersection LOS: AIntersection Capacity Utilization 61.9% ICU Level of Service BAnalysis Period (min) 15

Splits and Phases: 1615: MD 650 & Merwood Dr.

NH Avenue Future PM1617: MD 650 & Holton Ln. 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 15 30 5 110 25 140 0 1725 100 90 1325 20Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 0 0 250 0 0 0 305 0Storage Lanes 0 0 1 0 0 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91Frt 0.985 0.873 0.992 0.998Flt Protected 0.986 0.950 0.950Satd. Flow (prot) 0 1809 0 1770 1626 0 0 5045 0 1770 5075 0Flt Permitted 0.887 0.703 0.060Satd. Flow (perm) 0 1627 0 1310 1626 0 0 5045 0 112 5075 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 4 154 9 3Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 950 528Travel Time (s) 13.6 21.8 16.2 8.0Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 16 33 6 121 28 154 0 1898 110 99 1458 22Shared Lane Traffic (%)Lane Group Flow (vph) 0 55 0 121 182 0 0 2008 0 99 1480 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 12 12Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Number of Detectors 1 1 1 1 1 1 1Detector Template Leading Detector (ft) 30 30 30 30 5 30 5Trailing Detector (ft) 0 0 0 0 0 0 0Detector 1 Position(ft) 0 0 0 0 0 0 0Detector 1 Size(ft) 30 30 30 30 5 30 5Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Turn Type Perm NA Perm NA NA pm+pt NAProtected Phases 4 8 6 5 2Permitted Phases 4 8 6 2Detector Phase 4 4 8 8 6 5 2Switch PhaseMinimum Initial (s) 10.0 10.0 8.0 8.0 20.0 5.0 20.0Minimum Split (s) 20.0 20.0 20.0 20.0 27.0 11.0 27.0Total Split (s) 46.0 46.0 46.0 46.0 78.0 26.0 104.0Total Split (%) 30.7% 30.7% 30.7% 30.7% 52.0% 17.3% 69.3%

NH Avenue Future PM1617: MD 650 & Holton Ln. 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMaximum Green (s) 40.0 40.0 40.0 40.0 71.0 20.0 97.0Yellow Time (s) 4.0 4.0 4.0 4.0 5.0 4.0 5.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -5.0 -4.0 -5.0Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesVehicle Extension (s) 3.0 3.0 3.0 3.0 5.0 2.5 5.0Recall Mode Min Min None None Min None MinAct Effct Green (s) 20.0 20.0 20.0 65.2 81.3 81.3Actuated g/C Ratio 0.19 0.19 0.19 0.62 0.77 0.77v/c Ratio 0.18 0.49 0.42 0.64 0.32 0.38Control Delay 38.5 48.4 13.2 14.3 12.9 4.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.1Total Delay 38.5 48.4 13.2 14.3 12.9 4.5LOS D D B B B AApproach Delay 38.5 27.3 14.3 5.0Approach LOS D C B A

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 105.4Natural Cycle: 60Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.64Intersection Signal Delay: 11.9 Intersection LOS: BIntersection Capacity Utilization 71.4% ICU Level of Service CAnalysis Period (min) 15

Splits and Phases: 1617: MD 650 & Holton Ln.

NH Avenue Future PM1619: MD 650 & MD 650 South SC 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 105 50 60 20 15 30 60 1875 5 25 1350 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 50 0 50 0 200 0 215 0Storage Lanes 1 0 0 0 1 0 1 0Taper Length (ft) 25 25 25 25Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 1.00Frt 0.918 0.937Flt Protected 0.950 0.985 0.950 0.950Satd. Flow (prot) 1770 1710 0 0 1719 0 1770 5085 0 1770 5085 0Flt Permitted 0.642 0.898 0.165 0.058Satd. Flow (perm) 1196 1710 0 0 1567 0 307 5085 0 108 5085 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 36 26 1Link Speed (mph) 25 25 40 45Link Distance (ft) 500 500 528 581Travel Time (s) 13.6 13.6 9.0 8.8Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Growth Factor 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110% 110%Adj. Flow (vph) 116 55 66 22 16 33 66 2062 6 28 1485 0Shared Lane Traffic (%)Lane Group Flow (vph) 116 121 0 0 71 0 66 2068 0 28 1485 0Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft) 12 12 24 24Link Offset(ft) 0 0 0 0Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turn Type Perm NA Perm NA Perm NA pm+pt NAProtected Phases 4 8 6 5 2Permitted Phases 4 8 6 2Minimum Split (s) 22.0 22.0 22.0 22.0 22.0 22.0 10.0 22.0Total Split (s) 31.0 31.0 31.0 31.0 103.0 103.0 16.0 119.0Total Split (%) 20.7% 20.7% 20.7% 20.7% 68.7% 68.7% 10.7% 79.3%Maximum Green (s) 25.0 25.0 25.0 25.0 97.0 97.0 10.0 113.0Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) -4.0 -4.0 -4.0 -4.0 -4.0 -4.0 -4.0Total Lost Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0Lead/Lag Lag Lag LeadLead-Lag Optimize? Yes Yes YesAct Effct Green (s) 29.0 29.0 29.0 101.0 101.0 117.0 117.0Actuated g/C Ratio 0.19 0.19 0.19 0.67 0.67 0.78 0.78v/c Ratio 0.50 0.34 0.22 0.32 0.60 0.12 0.37Control Delay 62.7 39.2 35.2 15.3 14.4 11.6 2.1Queue Delay 0.0 0.0 0.0 0.0 4.3 0.0 0.1Total Delay 62.7 39.2 35.2 15.3 18.7 11.6 2.2LOS E D D B B B A

NH Avenue Future PM1619: MD 650 & MD 650 South SC 110% of Existing Traffic


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRApproach Delay 50.7 35.2 18.6 2.4Approach LOS D D B A

Intersection SummaryArea Type: OtherCycle Length: 150Actuated Cycle Length: 150Offset: 32 (21%), Referenced to phase 2:SBTL and 6:NBTL, Start of GreenNatural Cycle: 60Control Type: PretimedMaximum v/c Ratio: 0.60Intersection Signal Delay: 14.6 Intersection LOS: BIntersection Capacity Utilization 67.7% ICU Level of Service CAnalysis Period (min) 15

Splits and Phases: 1619: MD 650 & MD 650 South SC

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Documents

NHAve-traffic analysis memo v3