Gateway Transportation Study - Amherst, MA

2013

Gateway Transportation StudyAmherst, Massachusetts

Vanasse Hangen Brustlin, Inc.

SUBMITTED TO

University of Massachusetts Amherst Town of Amherst

SUBMITTED BY

Watertown, Massachusetts

Appendix

Directional Volume Data

o University Drive o Sunset Avenue o North Pleasant Street

Traffic Volume Counts

Pedestrian Counts Crash Analysis

o MassDOT Crash Rate Calculations

Trip Generation o ITE Trip Generation Worksheets

o Background Projects o Proposed Projects

o ITE Shared Trip (Internal Capture Calculations) o Mode Share Data

Capacity Analysis

Morning/Evening Peak Hours o Existing Conditions o No-Build Conditions o Build Conditions o Garage Diversion

Directional Volume Data

University Drive

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University Drive Northbound Southbound Combined

Sunset Avenue

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North Pleasant Street

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North Pleasant Street Northbound Southbound Combined

Traffic Volume Counts

File Name : Fearing St at North Pleasant St (AM)Site Code : 8Start Date : 10/12/2011Page No : 1

N/S: North Pleasant StreetE/W: Fearing StreetCity/State: Amherst, MassachusettsClient: VHB

Groups Printed- Passenger Vehicle - Heavy Vehicle - BicycleNorth Pleasant Street

From NorthNorth Pleasant Street

From SouthFearing Street

From WestStart Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total

07:00 AM 2 15 0 1 18 0 48 8 0 56 3 0 1 1 5 7907:15 AM 1 27 0 1 29 0 69 11 0 80 4 0 3 2 9 11807:30 AM 1 50 0 4 55 0 87 18 0 105 11 0 3 4 18 17807:45 AM 5 48 0 2 55 0 92 25 0 117 5 0 8 5 18 190

Total 9 140 0 8 157 0 296 62 0 358 23 0 15 12 50 565

08:00 AM 5 38 0 1 44 0 76 20 0 96 9 0 5 6 20 16008:15 AM 4 39 0 5 48 0 83 23 0 106 9 0 6 6 21 17508:30 AM 1 51 0 3 55 0 127 33 0 160 8 0 10 14 32 24708:45 AM 6 48 0 5 59 0 175 26 0 201 9 0 9 13 31 291

Total 16 176 0 14 206 0 461 102 0 563 35 0 30 39 104 873

09:00 AM 5 58 0 4 67 0 106 25 0 131 8 0 7 17 32 23009:15 AM 4 50 0 7 61 0 92 18 0 110 12 0 7 14 33 20409:30 AM 3 49 0 2 54 0 92 18 1 111 9 0 6 10 25 19009:45 AM 3 52 0 5 60 0 117 15 0 132 8 0 8 14 30 222

Total 15 209 0 18 242 0 407 76 1 484 37 0 28 55 120 846

Grand Total 40 525 0 40 605 0 1164 240 1 1405 95 0 73 106 274 2284Apprch % 6.6 86.8 0 6.6 0 82.8 17.1 0.1 34.7 0 26.6 38.7

Total % 1.8 23 0 1.8 26.5 0 51 10.5 0 61.5 4.2 0 3.2 4.6 12Passenger Vehicle 39 460 0 36 535 0 1088 239 1 1328 93 0 72 86 251 2114

% Passenger Vehicle 97.5 87.6 0 90 88.4 0 93.5 99.6 100 94.5 97.9 0 98.6 81.1 91.6 92.6Heavy Vehicle 1 65 0 0 66 0 76 1 0 77 2 0 1 0 3 146

% Heavy Vehicle 2.5 12.4 0 0 10.9 0 6.5 0.4 0 5.5 2.1 0 1.4 0 1.1 6.4Bicycle 0 0 0 4 4 0 0 0 0 0 0 0 0 20 20 24

% Bicycle 0 0 0 10 0.7 0 0 0 0 0 0 0 0 18.9 7.3 1.1

North Pleasant StreetFrom North

North Pleasant StreetFrom South

Fearing StreetFrom West

Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:30 AM

08:30 AM 1 51 0 3 55 0 127 33 0 160 8 0 10 14 32 24708:45 AM 6 48 0 5 59 0 175 26 0 201 9 0 9 13 31 29109:00 AM 5 58 0 4 67 0 106 25 0 131 8 0 7 17 32 23009:15 AM 4 50 0 7 61 0 92 18 0 110 12 0 7 14 33 204

Total Volume 16 207 0 19 242 0 500 102 0 602 37 0 33 58 128 972% App. Total 6.6 85.5 0 7.9 0 83.1 16.9 0 28.9 0 25.8 45.3

PHF .667 .892 .000 .679 .903 .000 .714 .773 .000 .749 .771 .000 .825 .853 .970 .835

UMass Amherst ITE ChapterAmherst, MA 01003

[email protected]

File Name : Fearing St at North Pleasant St (AM)Site Code : 8Start Date : 10/12/2011Page No : 1

N/S: North Pleasant StreetE/W: Fearing StreetCity/State: Amherst, MassachusettsClient: VHB

Groups Printed- Heavy VehicleNorth Pleasant Street

From NorthNorth Pleasant Street


From WestStart Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total

07:00 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 207:15 AM 0 1 0 0 1 0 6 0 0 6 0 0 0 0 0 707:30 AM 0 4 0 0 4 0 10 0 0 10 0 0 0 0 0 1407:45 AM 0 10 0 0 10 0 4 0 0 4 0 0 0 0 0 14

Total 0 15 0 0 15 0 22 0 0 22 0 0 0 0 0 37

08:00 AM 0 7 0 0 7 0 5 0 0 5 1 0 0 0 1 1308:15 AM 0 5 0 0 5 0 7 0 0 7 0 0 0 0 0 1208:30 AM 0 4 0 0 4 0 7 0 0 7 0 0 0 0 0 1108:45 AM 0 5 0 0 5 0 5 0 0 5 0 0 1 0 1 11

Total 0 21 0 0 21 0 24 0 0 24 1 0 1 0 2 47

09:00 AM 0 6 0 0 6 0 6 0 0 6 0 0 0 0 0 1209:15 AM 0 6 0 0 6 0 8 0 0 8 0 0 0 0 0 1409:30 AM 0 8 0 0 8 0 11 1 0 12 1 0 0 0 1 2109:45 AM 1 9 0 0 10 0 5 0 0 5 0 0 0 0 0 15

Total 1 29 0 0 30 0 30 1 0 31 1 0 0 0 1 62

Grand Total 1 65 0 0 66 0 76 1 0 77 2 0 1 0 3 146Apprch % 1.5 98.5 0 0 0 98.7 1.3 0 66.7 0 33.3 0

Total % 0.7 44.5 0 0 45.2 0 52.1 0.7 0 52.7 1.4 0 0.7 0 2.1

North Pleasant StreetFrom North



Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 09:00 AM

09:00 AM 0 6 0 0 6 0 6 0 0 6 0 0 0 0 0 1209:15 AM 0 6 0 0 6 0 8 0 0 8 0 0 0 0 0 1409:30 AM 0 8 0 0 8 0 11 1 0 12 1 0 0 0 1 2109:45 AM 1 9 0 0 10 0 5 0 0 5 0 0 0 0 0 15

Total Volume 1 29 0 0 30 0 30 1 0 31 1 0 0 0 1 62% App. Total 3.3 96.7 0 0 0 96.8 3.2 0 100 0 0 0

PHF .250 .806 .000 .000 .750 .000 .682 .250 .000 .646 .250 .000 .000 .000 .250 .738


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File Name : Fearing St at North Pleasant St (PM)Site Code : 8Start Date : 10/12/2011Page No : 1

N/S: North Pleasant StreetE/W: Fearing StreetCity/State: Amherst, MasschachusettsClient: VHB

Groups Printed- Passenger Vehicles - Heavy Vehicles - BicycleNorth Pleasant Street

From North From EastNorth Pleasant Street


From WestStart Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total

03:00 PM 8 116 0 1 125 0 0 0 0 0 1 69 23 0 93 31 0 11 10 52 27003:15 PM 7 99 0 2 108 0 0 0 0 0 0 93 28 1 122 22 0 8 14 44 27403:30 PM 9 119 0 2 130 0 0 1 1 2 0 86 21 1 108 26 0 7 20 53 29303:45 PM 6 109 0 3 118 0 0 0 0 0 0 104 27 0 131 21 0 4 15 40 289

Total 30 443 0 8 481 0 0 1 1 2 1 352 99 2 454 100 0 30 59 189 1126

04:00 PM 11 107 0 3 121 0 0 0 0 0 0 86 23 0 109 25 0 9 21 55 28504:15 PM 8 109 0 5 122 0 0 0 0 0 0 94 14 0 108 25 0 14 14 53 28304:30 PM 6 94 0 1 101 0 0 0 0 0 0 88 23 0 111 25 0 8 14 47 25904:45 PM 6 101 0 1 108 0 2 1 0 3 0 64 18 0 82 26 1 8 7 42 235

Total 31 411 0 10 452 0 2 1 0 3 0 332 78 0 410 101 1 39 56 197 1062

05:00 PM 10 125 0 3 138 0 0 0 0 0 0 85 10 0 95 20 0 5 14 39 27205:15 PM 9 132 3 1 145 0 1 0 0 1 0 108 8 0 116 22 0 6 6 34 29605:30 PM 8 97 2 5 112 0 0 0 0 0 0 81 16 0 97 29 0 7 10 46 25505:45 PM 3 106 6 0 115 0 0 0 0 0 0 88 15 0 103 15 0 8 6 29 247

Total 30 460 11 9 510 0 1 0 0 1 0 362 49 0 411 86 0 26 36 148 1070

Grand Total 91 1314 11 27 1443 0 3 2 1 6 1 1046 226 2 1275 287 1 95 151 534 3258Apprch % 6.3 91.1 0.8 1.9 0 50 33.3 16.7 0.1 82 17.7 0.2 53.7 0.2 17.8 28.3

Total % 2.8 40.3 0.3 0.8 44.3 0 0.1 0.1 0 0.2 0 32.1 6.9 0.1 39.1 8.8 0 2.9 4.6 16.4Passenger Vehicles 87 1174 11 27 1299 0 3 2 1 6 1 950 222 2 1175 284 1 90 151 526 3006

% Passenger Vehicles 95.6 89.3 100 100 90 0 100 100 100 100 100 90.8 98.2 100 92.2 99 100 94.7 100 98.5 92.3Heavy Vehicles 3 80 0 0 83 0 0 0 0 0 0 67 2 0 69 1 0 3 0 4 156% Heavy Vehicles 3.3 6.1 0 0 5.8 0 0 0 0 0 0 6.4 0.9 0 5.4 0.3 0 3.2 0 0.7 4.8

Bicycle 1 60 0 0 61 0 0 0 0 0 0 29 2 0 31 2 0 2 0 4 96% Bicycle 1.1 4.6 0 0 4.2 0 0 0 0 0 0 2.8 0.9 0 2.4 0.7 0 2.1 0 0.7 2.9


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North Pleasant StreetFrom North From East



Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total

Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 03:30 PM

03:30 PM 9 119 0 2 130 0 0 1 1 2 0 86 21 1 108 26 0 7 20 53 29303:45 PM 6 109 0 3 118 0 0 0 0 0 0 104 27 0 131 21 0 4 15 40 28904:00 PM 11 107 0 3 121 0 0 0 0 0 0 86 23 0 109 25 0 9 21 55 28504:15 PM 8 109 0 5 122 0 0 0 0 0 0 94 14 0 108 25 0 14 14 53 283

Total Volume 34 444 0 13 491 0 0 1 1 2 0 370 85 1 456 97 0 34 70 201 1150% App. Total 6.9 90.4 0 2.6 0 0 50 50 0 81.1 18.6 0.2 48.3 0 16.9 34.8

PHF .773 .933 .000 .650 .944 .000 .000 .250 .250 .250 .000 .889 .787 .250 .870 .933 .000 .607 .833 .914 .981


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Groups Printed- Heavy VehiclesNorth Pleasant Street




03:00 PM 1 14 0 0 15 0 0 0 0 0 0 6 1 0 7 1 0 0 0 1 2303:15 PM 1 10 0 0 11 0 0 0 0 0 0 5 1 0 6 0 0 0 0 0 1703:30 PM 0 8 0 0 8 0 0 0 0 0 0 6 0 0 6 0 0 1 0 1 1503:45 PM 1 7 0 0 8 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 14

Total 3 39 0 0 42 0 0 0 0 0 0 23 2 0 25 1 0 1 0 2 69

04:00 PM 0 4 0 0 4 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 904:15 PM 0 7 0 0 7 0 0 0 0 0 0 6 0 0 6 0 0 2 0 2 1504:30 PM 0 4 0 0 4 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 1204:45 PM 0 6 0 0 6 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 10

Total 0 21 0 0 21 0 0 0 0 0 0 23 0 0 23 0 0 2 0 2 46

05:00 PM 0 4 0 0 4 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 705:15 PM 0 9 0 0 9 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 1805:30 PM 0 3 0 0 3 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 805:45 PM 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 8

Total 0 20 0 0 20 0 0 0 0 0 0 21 0 0 21 0 0 0 0 0 41

Grand Total 3 80 0 0 83 0 0 0 0 0 0 67 2 0 69 1 0 3 0 4 156Apprch % 3.6 96.4 0 0 0 0 0 0 0 97.1 2.9 0 25 0 75 0

Total % 1.9 51.3 0 0 53.2 0 0 0 0 0 0 42.9 1.3 0 44.2 0.6 0 1.9 0 2.6

North Pleasant StreetFrom North From East



Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. TotalPeak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 03:00 PM

03:00 PM 1 14 0 0 15 0 0 0 0 0 0 6 1 0 7 1 0 0 0 1 2303:15 PM 1 10 0 0 11 0 0 0 0 0 0 5 1 0 6 0 0 0 0 0 1703:30 PM 0 8 0 0 8 0 0 0 0 0 0 6 0 0 6 0 0 1 0 1 1503:45 PM 1 7 0 0 8 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 14

Total Volume 3 39 0 0 42 0 0 0 0 0 0 23 2 0 25 1 0 1 0 2 69% App. Total 7.1 92.9 0 0 0 0 0 0 0 92 8 0 50 0 50 0

PHF .750 .696 .000 .000 .700 .000 .000 .000 .000 .000 .000 .958 .500 .000 .893 .250 .000 .250 .000 .500 .750


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File Name : Fearing St at North University Dr (AM)Site Code : 9Start Date : 10/12/2011Page No : 1

N/S: North University DriveE/W: Fearing StreetCity/State: AmherstClient: VHB

Groups Printed- Passenger Vehicle - Heavy Vehicle - BicycleNorth University Drive

From NorthFearing Street

From EastNorth University Drive



07:00 AM 0 10 4 2 16 3 0 3 1 7 2 22 0 0 24 0 0 0 0 0 4707:15 AM 0 21 3 0 24 2 0 8 1 11 9 33 0 0 42 0 0 0 0 0 7707:30 AM 0 32 7 0 39 11 0 6 4 21 14 53 0 0 67 0 0 0 0 0 12707:45 AM 0 39 4 11 54 14 0 12 2 28 6 69 0 0 75 0 0 0 0 0 157

Total 0 102 18 13 133 30 0 29 8 67 31 177 0 0 208 0 0 0 0 0 408

08:00 AM 0 37 3 3 43 11 0 3 1 15 9 39 0 0 48 0 0 0 0 0 10608:15 AM 0 36 11 0 47 9 0 5 0 14 9 62 0 0 71 0 0 0 0 0 13208:30 AM 0 41 10 7 58 18 0 13 12 43 7 87 0 0 94 0 0 0 0 0 19508:45 AM 0 37 13 7 57 9 0 8 3 20 12 95 0 0 107 0 0 0 0 0 184

Total 0 151 37 17 205 47 0 29 16 92 37 283 0 0 320 0 0 0 0 0 617

09:00 AM 0 43 9 4 56 15 0 10 7 32 19 62 0 0 81 0 0 0 0 0 16909:15 AM 0 38 8 4 50 8 0 5 8 21 13 50 0 0 63 0 0 0 0 0 13409:30 AM 0 35 2 0 37 10 0 8 0 18 9 67 0 0 76 0 0 0 0 0 13109:45 AM 0 40 10 3 53 13 0 4 3 20 11 69 0 0 80 0 0 0 0 0 153

Total 0 156 29 11 196 46 0 27 18 91 52 248 0 0 300 0 0 0 0 0 587

Grand Total 0 409 84 41 534 123 0 85 42 250 120 708 0 0 828 0 0 0 0 0 1612Apprch % 0 76.6 15.7 7.7 49.2 0 34 16.8 14.5 85.5 0 0 0 0 0 0

Total % 0 25.4 5.2 2.5 33.1 7.6 0 5.3 2.6 15.5 7.4 43.9 0 0 51.4 0 0 0 0 0Passenger Vehicle 0 378 80 41 499 114 0 83 42 239 116 641 0 0 757 0 0 0 0 0 1495% Passenger Vehicle 0 92.4 95.2 100 93.4 92.7 0 97.6 100 95.6 96.7 90.5 0 0 91.4 0 0 0 0 0 92.7Heavy Vehicle 0 29 4 0 33 9 0 0 0 9 3 30 0 0 33 0 0 0 0 0 75% Heavy Vehicle 0 7.1 4.8 0 6.2 7.3 0 0 0 3.6 2.5 4.2 0 0 4 0 0 0 0 0 4.7

Bicycle 0 2 0 0 2 0 0 2 0 2 1 37 0 0 38 0 0 0 0 0 42% Bicycle 0 0.5 0 0 0.4 0 0 2.4 0 0.8 0.8 5.2 0 0 4.6 0 0 0 0 0 2.6


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North University DriveFrom North

Fearing StreetFrom East

North University DriveFrom South



Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:30 AM

08:30 AM 0 41 10 7 58 18 0 13 12 43 7 87 0 0 94 0 0 0 0 0 19508:45 AM 0 37 13 7 57 9 0 8 3 20 12 95 0 0 107 0 0 0 0 0 18409:00 AM 0 43 9 4 56 15 0 10 7 32 19 62 0 0 81 0 0 0 0 0 16909:15 AM 0 38 8 4 50 8 0 5 8 21 13 50 0 0 63 0 0 0 0 0 134

Total Volume 0 159 40 22 221 50 0 36 30 116 51 294 0 0 345 0 0 0 0 0 682% App. Total 0 71.9 18.1 10 43.1 0 31 25.9 14.8 85.2 0 0 0 0 0 0

PHF .000 .924 .769 .786 .953 .694 .000 .692 .625 .674 .671 .774 .000 .000 .806 .000 .000 .000 .000 .000 .874


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Groups Printed- Heavy VehicleNorth University Drive





07:00 AM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 307:15 AM 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 507:30 AM 0 1 0 0 1 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 407:45 AM 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5

Total 0 5 0 0 5 0 0 0 0 0 1 11 0 0 12 0 0 0 0 0 17

08:00 AM 0 6 0 0 6 2 0 0 0 2 0 3 0 0 3 0 0 0 0 0 1108:15 AM 0 1 0 0 1 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 408:30 AM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 408:45 AM 0 1 2 0 3 1 0 0 0 1 0 5 0 0 5 0 0 0 0 0 9

Total 0 11 2 0 13 4 0 0 0 4 0 11 0 0 11 0 0 0 0 0 28

09:00 AM 0 4 1 0 5 2 0 0 0 2 1 2 0 0 3 0 0 0 0 0 1009:15 AM 0 3 0 0 3 1 0 0 0 1 1 1 0 0 2 0 0 0 0 0 609:30 AM 0 4 0 0 4 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 809:45 AM 0 2 1 0 3 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 6

Total 0 13 2 0 15 5 0 0 0 5 2 8 0 0 10 0 0 0 0 0 30

Grand Total 0 29 4 0 33 9 0 0 0 9 3 30 0 0 33 0 0 0 0 0 75Apprch % 0 87.9 12.1 0 100 0 0 0 9.1 90.9 0 0 0 0 0 0

Total % 0 38.7 5.3 0 44 12 0 0 0 12 4 40 0 0 44 0 0 0 0 0



North University DriveFrom South


Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:45 AM

08:45 AM 0 1 2 0 3 1 0 0 0 1 0 5 0 0 5 0 0 0 0 0 909:00 AM 0 4 1 0 5 2 0 0 0 2 1 2 0 0 3 0 0 0 0 0 1009:15 AM 0 3 0 0 3 1 0 0 0 1 1 1 0 0 2 0 0 0 0 0 609:30 AM 0 4 0 0 4 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 8

Total Volume 0 12 3 0 15 5 0 0 0 5 2 11 0 0 13 0 0 0 0 0 33% App. Total 0 80 20 0 100 0 0 0 15.4 84.6 0 0 0 0 0 0

PHF .000 .750 .375 .000 .750 .625 .000 .000 .000 .625 .500 .550 .000 .000 .650 .000 .000 .000 .000 .000 .825


[email protected]

File Name : Fearing St at North University Dr (PM)Site Code : 9Start Date : 10/12/2011Page No : 1

N/S: North University DriveE/W: Fearing StreetCity/State: Amherst, MAClient: VHB

Groups Printed- Passenger Vehicle - Heavy Vehicle - BicycleNorth University Drive



From South From WestStart Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total

03:00 PM 0 89 17 25 131 7 0 23 4 34 15 47 0 0 62 0 0 0 0 0 22703:15 PM 0 70 15 20 105 17 0 19 5 41 10 44 0 0 54 0 0 0 0 0 20003:30 PM 0 111 13 12 136 10 0 23 8 41 12 54 0 3 69 0 0 0 0 0 24603:45 PM 0 84 10 11 105 11 0 20 14 45 9 59 0 0 68 0 0 0 0 0 218

Total 0 354 55 68 477 45 0 85 31 161 46 204 0 3 253 0 0 0 0 0 891

04:00 PM 1 81 14 18 114 7 0 17 7 31 15 63 0 0 78 0 0 0 0 0 22304:15 PM 0 78 17 26 121 8 0 20 4 32 12 51 0 0 63 0 0 0 0 0 21604:30 PM 0 88 18 17 123 12 0 12 10 34 6 62 0 0 68 0 0 0 0 0 22504:45 PM 0 110 8 12 130 11 0 19 5 35 22 76 0 0 98 0 0 0 0 0 263

Total 1 357 57 73 488 38 0 68 26 132 55 252 0 0 307 0 0 0 0 0 927

05:00 PM 0 96 13 13 122 12 0 18 10 40 8 62 0 0 70 0 0 0 0 0 23205:15 PM 0 101 6 12 119 10 0 29 6 45 8 54 0 1 63 0 0 0 0 0 22705:30 PM 0 95 18 3 116 4 0 17 6 27 13 84 0 0 97 0 0 0 0 0 24005:45 PM 0 83 23 8 114 21 0 11 5 37 16 61 0 0 77 0 0 0 0 0 228

Total 0 375 60 36 471 47 0 75 27 149 45 261 0 1 307 0 0 0 0 0 927

Grand Total 1 1086 172 177 1436 130 0 228 84 442 146 717 0 4 867 0 0 0 0 0 2745Apprch % 0.1 75.6 12 12.3 29.4 0 51.6 19 16.8 82.7 0 0.5 0 0 0 0

Total % 0 39.6 6.3 6.4 52.3 4.7 0 8.3 3.1 16.1 5.3 26.1 0 0.1 31.6 0 0 0 0 0Passenger Vehicle 1 1035 171 177 1384 128 0 217 84 429 144 689 0 4 837 0 0 0 0 0 2650% Passenger Vehicle 100 95.3 99.4 100 96.4 98.5 0 95.2 100 97.1 98.6 96.1 0 100 96.5 0 0 0 0 0 96.5Heavy Vehicle 0 26 0 0 26 2 0 1 0 3 0 20 0 0 20 0 0 0 0 0 49% Heavy Vehicle 0 2.4 0 0 1.8 1.5 0 0.4 0 0.7 0 2.8 0 0 2.3 0 0 0 0 0 1.8

Bicycle 0 25 1 0 26 0 0 10 0 10 2 8 0 0 10 0 0 0 0 0 46% Bicycle 0 2.3 0.6 0 1.8 0 0 4.4 0 2.3 1.4 1.1 0 0 1.2 0 0 0 0 0 1.7


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North University DriveFrom South From West



04:45 PM 0 110 8 12 130 11 0 19 5 35 22 76 0 0 98 0 0 0 0 0 26305:00 PM 0 96 13 13 122 12 0 18 10 40 8 62 0 0 70 0 0 0 0 0 23205:15 PM 0 101 6 12 119 10 0 29 6 45 8 54 0 1 63 0 0 0 0 0 22705:30 PM 0 95 18 3 116 4 0 17 6 27 13 84 0 0 97 0 0 0 0 0 240

Total Volume 0 402 45 40 487 37 0 83 27 147 51 276 0 1 328 0 0 0 0 0 962% App. Total 0 82.5 9.2 8.2 25.2 0 56.5 18.4 15.5 84.1 0 0.3 0 0 0 0

PHF .000 .914 .625 .769 .937 .771 .000 .716 .675 .817 .580 .821 .000 .250 .837 .000 .000 .000 .000 .000 .914


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Groups Printed- Heavy VehicleNorth University Drive



From South From WestStart Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total

03:00 PM 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 503:15 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 403:30 PM 0 3 0 0 3 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 603:45 PM 0 2 0 0 2 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 5

Total 0 10 0 0 10 1 0 1 0 2 0 8 0 0 8 0 0 0 0 0 20

04:00 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 404:15 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 404:30 PM 0 1 0 0 1 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 404:45 PM 0 4 0 0 4 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 6

Total 0 9 0 0 9 1 0 0 0 1 0 8 0 0 8 0 0 0 0 0 18

05:00 PM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 405:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 205:30 PM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 305:45 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2

Total 0 7 0 0 7 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 11

Grand Total 0 26 0 0 26 2 0 1 0 3 0 20 0 0 20 0 0 0 0 0 49Apprch % 0 100 0 0 66.7 0 33.3 0 0 100 0 0 0 0 0 0

Total % 0 53.1 0 0 53.1 4.1 0 2 0 6.1 0 40.8 0 0 40.8 0 0 0 0 0



North University DriveFrom South From West


03:00 PM 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 503:15 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 403:30 PM 0 3 0 0 3 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 603:45 PM 0 2 0 0 2 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 5

Total Volume 0 10 0 0 10 1 0 1 0 2 0 8 0 0 8 0 0 0 0 0 20% App. Total 0 100 0 0 50 0 50 0 0 100 0 0 0 0 0 0

PHF .000 .833 .000 .000 .833 .250 .000 .250 .000 .500 .000 1.00 .000 .000 1.00 .000 .000 .000 .000 .000 .833


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File Name : Massachusetts Ave Eastbound at Lincoln Ave (AM ONLY)Site Code : 1Start Date : 10/19/2011Page No : 1

N/S: Mass Ave Connector/Lincoln AveE/W: Massachusetts Avenue (EB)City/State: Amherst, MAClient: VHB

Groups Printed- Passenger Vehicle - Heavy Vehicle - BicycleMass Ave Connector

From NorthMassachusetts Avenue (EB)

From EastLincoln Avenue

From SouthMassachusetts Avenue (EB)


07:00 AM 0 4 3 1 8 0 0 0 5 5 1 8 0 0 9 2 20 2 0 24 4607:15 AM 0 1 5 0 6 0 1 0 2 3 2 4 0 0 6 4 43 3 0 50 6507:30 AM 0 2 3 0 5 0 0 0 7 7 2 10 1 6 19 8 45 5 0 58 8907:45 AM 0 0 2 0 2 0 0 0 24 24 5 17 0 142 164 10 65 9 4 88 278

Total 0 7 13 1 21 0 1 0 38 39 10 39 1 148 198 24 173 19 4 220 478

08:00 AM 0 5 3 0 8 0 0 0 13 13 6 8 0 35 49 8 42 7 1 58 12808:15 AM 0 5 1 0 6 0 0 0 23 23 4 13 0 21 38 18 59 15 0 92 15908:30 AM 0 3 2 0 5 0 0 0 23 23 5 18 0 24 47 10 66 20 0 96 17108:45 AM 0 4 1 0 5 0 1 0 35 36 11 30 1 103 145 19 101 14 0 134 320

Total 0 17 7 0 24 0 1 0 94 95 26 69 1 183 279 55 268 56 1 380 778

09:00 AM 0 4 7 0 11 0 1 0 34 35 10 22 0 56 88 9 90 11 0 110 24409:15 AM 0 3 3 0 6 0 0 0 12 12 8 20 0 8 36 5 51 3 0 59 11309:30 AM 0 3 7 0 10 0 0 0 9 9 7 14 0 10 31 6 55 5 1 67 11709:45 AM 0 5 4 0 9 0 0 0 15 15 4 13 0 20 37 4 80 8 0 92 153

Total 0 15 21 0 36 0 1 0 70 71 29 69 0 94 192 24 276 27 1 328 627

Grand Total 0 39 41 1 81 0 3 0 202 205 65 177 2 425 669 103 717 102 6 928 1883Apprch % 0 48.1 50.6 1.2 0 1.5 0 98.5 9.7 26.5 0.3 63.5 11.1 77.3 11 0.6

Total % 0 2.1 2.2 0.1 4.3 0 0.2 0 10.7 10.9 3.5 9.4 0.1 22.6 35.5 5.5 38.1 5.4 0.3 49.3Passenger Vehicle 0 37 33 1 71 0 0 0 195 195 63 146 2 425 636 103 668 88 6 865 1767% Passenger Vehicle 0 94.9 80.5 100 87.7 0 0 0 96.5 95.1 96.9 82.5 100 100 95.1 100 93.2 86.3 100 93.2 93.8Heavy Vehicle 0 0 8 0 8 0 0 0 0 0 2 6 0 0 8 0 33 8 0 41 57% Heavy Vehicle 0 0 19.5 0 9.9 0 0 0 0 0 3.1 3.4 0 0 1.2 0 4.6 7.8 0 4.4 3

Bicycle 0 2 0 0 2 0 3 0 7 10 0 25 0 0 25 0 16 6 0 22 59% Bicycle 0 5.1 0 0 2.5 0 100 0 3.5 4.9 0 14.1 0 0 3.7 0 2.2 5.9 0 2.4 3.1


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Mass Ave ConnectorFrom North

Massachusetts Avenue (EB)From East

Lincoln AvenueFrom South

Massachusetts Avenue (EB)From West



08:15 AM 0 5 1 0 6 0 0 0 23 23 4 13 0 21 38 18 59 15 0 92 15908:30 AM 0 3 2 0 5 0 0 0 23 23 5 18 0 24 47 10 66 20 0 96 17108:45 AM 0 4 1 0 5 0 1 0 35 36 11 30 1 103 145 19 101 14 0 134 32009:00 AM 0 4 7 0 11 0 1 0 34 35 10 22 0 56 88 9 90 11 0 110 244

Total Volume 0 16 11 0 27 0 2 0 115 117 30 83 1 204 318 56 316 60 0 432 894% App. Total 0 59.3 40.7 0 0 1.7 0 98.3 9.4 26.1 0.3 64.2 13 73.1 13.9 0

PHF .000 .800 .393 .000 .614 .000 .500 .000 .821 .813 .682 .692 .250 .495 .548 .737 .782 .750 .000 .806 .698


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Groups Printed- Heavy VehicleMass Ave Connector





07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 307:15 AM 0 0 2 0 2 0 0 0 0 0 1 0 0 0 1 0 2 1 0 3 607:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 407:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 3 2 0 5 6

Total 0 0 3 0 3 0 0 0 0 0 2 0 0 0 2 0 11 3 0 14 19

08:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 208:15 AM 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 0 5 2 0 7 908:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 1 0 3 408:45 AM 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 0 1 1 0 2 4

Total 0 0 3 0 3 0 0 0 0 0 0 3 0 0 3 0 9 4 0 13 19

09:00 AM 0 0 2 0 2 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 509:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 709:30 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 309:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 4

Total 0 0 2 0 2 0 0 0 0 0 0 3 0 0 3 0 13 1 0 14 19

Grand Total 0 0 8 0 8 0 0 0 0 0 2 6 0 0 8 0 33 8 0 41 57Apprch % 0 0 100 0 0 0 0 0 25 75 0 0 0 80.5 19.5 0

Total % 0 0 14 0 14 0 0 0 0 0 3.5 10.5 0 0 14 0 57.9 14 0 71.9






08:15 AM 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 0 5 2 0 7 908:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 1 0 3 408:45 AM 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 0 1 1 0 2 409:00 AM 0 0 2 0 2 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 5

Total Volume 0 0 4 0 4 0 0 0 0 0 0 4 0 0 4 0 10 4 0 14 22% App. Total 0 0 100 0 0 0 0 0 0 100 0 0 0 71.4 28.6 0

PHF .000 .000 .500 .000 .500 .000 .000 .000 .000 .000 .000 1.00 .000 .000 1.00 .000 .500 .500 .000 .500 .611


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File Name : Massachusetts Ave Eastbound at Lot 34 Driveway (AM)Site Code : 7Start Date : 10/19/2011Page No : 1

N/S: Mass Ave Connector/Parking Lot 34E/W: Massachusetts Avenue (EB)City/State: Amherst, MAClient: VHB



From EastParking Lot 34 Driveway


From West


07:00 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 35 0 0 35 3607:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 46 0 2 50 5107:30 AM 0 2 1 0 3 0 0 0 2 2 0 0 0 2 2 2 49 0 1 52 5907:45 AM 0 4 0 0 4 0 0 0 15 15 1 0 0 3 4 11 52 0 7 70 93

Total 0 6 1 0 7 0 0 0 18 18 1 0 0 6 7 15 182 0 10 207 239

08:00 AM 0 4 0 0 4 0 0 0 3 3 0 0 0 1 1 3 63 1 5 72 8008:15 AM 0 6 2 0 8 0 0 0 1 1 0 0 0 3 3 2 56 0 3 61 7308:30 AM 0 4 1 0 5 0 0 0 11 11 2 0 0 2 4 6 56 0 10 72 9208:45 AM 0 10 0 0 10 0 0 0 14 14 0 1 0 3 4 6 84 0 16 106 134

Total 0 24 3 0 27 0 0 0 29 29 2 1 0 9 12 17 259 1 34 311 379

09:00 AM 0 3 0 0 3 0 0 0 20 20 1 1 0 6 8 20 76 0 17 113 14409:15 AM 0 4 0 0 4 0 0 0 6 6 0 0 0 2 2 9 51 0 5 65 7709:30 AM 0 3 0 0 3 0 0 0 6 6 0 0 0 2 2 6 51 0 8 65 7609:45 AM 0 4 1 0 5 0 0 0 9 9 2 2 0 3 7 6 63 2 16 87 108

Total 0 14 1 0 15 0 0 0 41 41 3 3 0 13 19 41 241 2 46 330 405

Grand Total 0 44 5 0 49 0 0 0 88 88 6 4 0 28 38 73 682 3 90 848 1023Apprch % 0 89.8 10.2 0 0 0 0 100 15.8 10.5 0 73.7 8.6 80.4 0.4 10.6

Total % 0 4.3 0.5 0 4.8 0 0 0 8.6 8.6 0.6 0.4 0 2.7 3.7 7.1 66.7 0.3 8.8 82.9Passenger Vehicle 0 44 5 0 49 0 0 0 85 85 6 4 0 21 31 73 623 3 85 784 949% Passenger Vehicle 0 100 100 0 100 0 0 0 96.6 96.6 100 100 0 75 81.6 100 91.3 100 94.4 92.5 92.8Heavy Vehicle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 0 58 58% Heavy Vehicle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8.5 0 0 6.8 5.7

Bicycle 0 0 0 0 0 0 0 0 3 3 0 0 0 7 7 0 1 0 5 6 16% Bicycle 0 0 0 0 0 0 0 0 3.4 3.4 0 0 0 25 18.4 0 0.1 0 5.6 0.7 1.6


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Parking Lot 34 DrivewayFrom South




08:30 AM 0 4 1 0 5 0 0 0 11 11 2 0 0 2 4 6 56 0 10 72 9208:45 AM 0 10 0 0 10 0 0 0 14 14 0 1 0 3 4 6 84 0 16 106 13409:00 AM 0 3 0 0 3 0 0 0 20 20 1 1 0 6 8 20 76 0 17 113 14409:15 AM 0 4 0 0 4 0 0 0 6 6 0 0 0 2 2 9 51 0 5 65 77

Total Volume 0 21 1 0 22 0 0 0 51 51 3 2 0 13 18 41 267 0 48 356 447% App. Total 0 95.5 4.5 0 0 0 0 100 16.7 11.1 0 72.2 11.5 75 0 13.5

PHF .000 .525 .250 .000 .550 .000 .000 .000 .638 .638 .375 .500 .000 .542 .563 .513 .795 .000 .706 .788 .776


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From West


07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 507:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11 1107:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 307:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 5

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24 0 0 24 24

08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 208:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 808:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 308:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 15 15

09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 909:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 509:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 209:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 0 0 19 19

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 0 58 58Apprch % 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0

Total % 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 100







07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 507:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11 1107:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 307:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 5


PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .545 .000 .000 .545 .545


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File Name : Massachusetts Ave Eastbound at Lot 34 Driveway (PM)Site Code : 7Start Date : 10/19/2011Page No : 1






From West


03:00 PM 0 1 1 0 2 0 0 0 5 5 4 5 1 7 17 3 89 1 9 102 12603:15 PM 0 1 0 0 1 0 0 0 10 10 4 4 0 4 12 4 100 1 3 108 13103:30 PM 0 2 3 0 5 0 0 0 7 7 1 3 0 9 13 3 99 1 10 113 13803:45 PM 0 2 0 0 2 0 0 0 3 3 4 8 1 3 16 1 87 0 14 102 123

Total 0 6 4 0 10 0 0 0 25 25 13 20 2 23 58 11 375 3 36 425 518

04:00 PM 0 3 0 0 3 0 0 0 4 4 7 3 0 8 18 2 89 0 14 105 13004:15 PM 0 5 0 0 5 0 0 0 20 20 7 12 0 4 23 6 95 0 18 119 16704:30 PM 0 7 0 0 7 0 0 0 9 9 8 7 0 6 21 2 108 0 15 125 16204:45 PM 0 1 0 0 1 0 0 0 2 2 3 3 0 4 10 1 105 0 6 112 125

Total 0 16 0 0 16 0 0 0 35 35 25 25 0 22 72 11 397 0 53 461 584

05:00 PM 0 2 0 0 2 0 0 0 3 3 10 10 0 5 25 3 102 0 5 110 14005:15 PM 0 3 3 0 6 0 0 0 3 3 9 8 0 5 22 5 97 0 13 115 14605:30 PM 0 0 0 0 0 0 0 0 6 6 11 7 0 2 20 3 120 1 10 134 16005:45 PM 0 2 0 0 2 0 0 0 16 16 12 6 0 10 28 2 104 1 15 122 168

Total 0 7 3 0 10 0 0 0 28 28 42 31 0 22 95 13 423 2 43 481 614

Grand Total 0 29 7 0 36 0 0 0 88 88 80 76 2 67 225 35 1195 5 132 1367 1716Apprch % 0 80.6 19.4 0 0 0 0 100 35.6 33.8 0.9 29.8 2.6 87.4 0.4 9.7

Total % 0 1.7 0.4 0 2.1 0 0 0 5.1 5.1 4.7 4.4 0.1 3.9 13.1 2 69.6 0.3 7.7 79.7Passenger Vehicle 0 28 6 0 34 0 0 0 86 86 80 76 2 62 220 35 1159 5 131 1330 1670% Passenger Vehicle 0 96.6 85.7 0 94.4 0 0 0 97.7 97.7 100 100 100 92.5 97.8 100 97 100 99.2 97.3 97.3Heavy Vehicle 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 34 0 0 34 35% Heavy Vehicle 0 0 14.3 0 2.8 0 0 0 0 0 0 0 0 0 0 0 2.8 0 0 2.5 2

Bicycle 0 1 0 0 1 0 0 0 2 2 0 0 0 5 5 0 2 0 1 3 11% Bicycle 0 3.4 0 0 2.8 0 0 0 2.3 2.3 0 0 0 7.5 2.2 0 0.2 0 0.8 0.2 0.6


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05:00 PM 0 2 0 0 2 0 0 0 3 3 10 10 0 5 25 3 102 0 5 110 14005:15 PM 0 3 3 0 6 0 0 0 3 3 9 8 0 5 22 5 97 0 13 115 14605:30 PM 0 0 0 0 0 0 0 0 6 6 11 7 0 2 20 3 120 1 10 134 16005:45 PM 0 2 0 0 2 0 0 0 16 16 12 6 0 10 28 2 104 1 15 122 168

Total Volume 0 7 3 0 10 0 0 0 28 28 42 31 0 22 95 13 423 2 43 481 614% App. Total 0 70 30 0 0 0 0 100 44.2 32.6 0 23.2 2.7 87.9 0.4 8.9

PHF .000 .583 .250 .000 .417 .000 .000 .000 .438 .438 .875 .775 .000 .550 .848 .650 .881 .500 .717 .897 .914


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From West


03:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 403:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 703:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 503:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

Total 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 16 0 0 16 17

04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 304:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 204:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 404:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11 11

05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 205:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 4

*** BREAK ***05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 7


Total % 0 0 2.9 0 2.9 0 0 0 0 0 0 0 0 0 0 0 97.1 0 0 97.1







03:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 403:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 703:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 503:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1


PHF .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .571 .000 .000 .571 .607


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File Name : Massachusetts Ave Eastbound at Presidents Dr-Robsham Visitors Center Entrance (AM)Site Code : 3Start Date : 10/19/2011Page No : 1

N/S: Mass Ave Conn./Visitors Cen. EntE/W: Massachusetts Avenue (EB)City/State: Amherst, MAClient: VHB

Groups Printed- Passenger Vehicles - Heavy Vehicles - BicycleMass Ave Connector


From EastRobsham Visitors Center Entrance



07:00 AM 0 4 1 0 5 0 1 0 0 1 0 0 0 1 1 0 33 0 4 37 4407:15 AM 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 51 0 4 55 5907:30 AM 0 2 7 0 9 0 0 0 0 0 0 0 0 6 6 1 48 0 8 57 7207:45 AM 0 10 4 0 14 0 0 0 0 0 0 1 0 135 136 6 67 0 31 104 254

Total 0 16 16 0 32 0 1 0 0 1 0 1 0 142 143 7 199 0 47 253 429

08:00 AM 0 10 4 1 15 0 0 0 0 0 0 0 0 33 33 1 83 0 25 109 15708:15 AM 0 13 4 0 17 0 0 0 0 0 0 0 0 18 18 11 56 0 35 102 13708:30 AM 0 11 5 0 16 0 1 0 0 1 0 0 0 21 21 5 69 0 37 111 14908:45 AM 0 13 10 0 23 0 0 0 1 1 0 0 0 84 84 19 88 0 69 176 284

Total 0 47 23 1 71 0 1 0 1 2 0 0 0 156 156 36 296 0 166 498 727

09:00 AM 0 21 16 0 37 0 0 0 0 0 0 0 0 60 60 10 95 0 63 168 26509:15 AM 0 9 8 0 17 0 3 0 0 3 0 0 0 9 9 8 56 0 20 84 11309:30 AM 0 11 6 0 17 0 0 0 0 0 0 1 0 16 17 6 58 0 27 91 12509:45 AM 0 15 15 0 30 0 0 0 0 0 0 0 0 38 38 16 74 0 34 124 192

Total 0 56 45 0 101 0 3 0 0 3 0 1 0 123 124 40 283 0 144 467 695

Grand Total 0 119 84 1 204 0 5 0 1 6 0 2 0 421 423 83 778 0 357 1218 1851Apprch % 0 58.3 41.2 0.5 0 83.3 0 16.7 0 0.5 0 99.5 6.8 63.9 0 29.3

Total % 0 6.4 4.5 0.1 11 0 0.3 0 0.1 0.3 0 0.1 0 22.7 22.9 4.5 42 0 19.3 65.8Passenger Vehicles 0 116 58 1 175 0 5 0 1 6 0 1 0 407 408 82 697 0 349 1128 1717

% Passenger Vehicles 0 97.5 69 100 85.8 0 100 0 100 100 0 50 0 96.7 96.5 98.8 89.6 0 97.8 92.6 92.8Heavy Vehicles 0 2 26 0 28 0 0 0 0 0 0 0 0 0 0 1 79 0 0 80 108% Heavy Vehicles 0 1.7 31 0 13.7 0 0 0 0 0 0 0 0 0 0 1.2 10.2 0 0 6.6 5.8

Bicycle 0 1 0 0 1 0 0 0 0 0 0 1 0 14 15 0 2 0 8 10 26% Bicycle 0 0.8 0 0 0.5 0 0 0 0 0 0 50 0 3.3 3.5 0 0.3 0 2.2 0.8 1.4


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Robsham Visitors Center EntranceFrom South




08:15 AM 0 13 4 0 17 0 0 0 0 0 0 0 0 18 18 11 56 0 35 102 13708:30 AM 0 11 5 0 16 0 1 0 0 1 0 0 0 21 21 5 69 0 37 111 14908:45 AM 0 13 10 0 23 0 0 0 1 1 0 0 0 84 84 19 88 0 69 176 28409:00 AM 0 21 16 0 37 0 0 0 0 0 0 0 0 60 60 10 95 0 63 168 265

Total Volume 0 58 35 0 93 0 1 0 1 2 0 0 0 183 183 45 308 0 204 557 835% App. Total 0 62.4 37.6 0 0 50 0 50 0 0 0 100 8.1 55.3 0 36.6

PHF .000 .690 .547 .000 .628 .000 .250 .000 .250 .500 .000 .000 .000 .545 .545 .592 .811 .000 .739 .791 .735


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Groups Printed- Heavy VehiclesMass Ave Connector





07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 407:15 AM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 15 0 0 15 1807:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 507:45 AM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 10

Total 0 0 6 0 6 0 0 0 0 0 0 0 0 0 0 0 31 0 0 31 37

08:00 AM 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 908:15 AM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 908:30 AM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 708:45 AM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 5

Total 0 2 8 0 10 0 0 0 0 0 0 0 0 0 0 0 20 0 0 20 30

09:00 AM 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10 1409:15 AM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 1 8 0 0 9 1209:30 AM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 609:45 AM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 9

Total 0 0 12 0 12 0 0 0 0 0 0 0 0 0 0 1 28 0 0 29 41

Grand Total 0 2 26 0 28 0 0 0 0 0 0 0 0 0 0 1 79 0 0 80 108Apprch % 0 7.1 92.9 0 0 0 0 0 0 0 0 0 1.2 98.8 0 0

Total % 0 1.9 24.1 0 25.9 0 0 0 0 0 0 0 0 0 0 0.9 73.1 0 0 74.1






07:15 AM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 15 0 0 15 1807:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 507:45 AM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 1008:00 AM 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 9

Total Volume 0 2 7 0 9 0 0 0 0 0 0 0 0 0 0 0 33 0 0 33 42% App. Total 0 22.2 77.8 0 0 0 0 0 0 0 0 0 0 100 0 0

PHF .000 .250 .583 .000 .750 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .550 .000 .000 .550 .583


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File Name : Massachusetts Ave Eastbound at Presidents Dr-Robsham Visitors Center Entrance (PM)Site Code : 3Start Date : 10/19/2011Page No : 1

N/S: Mass Ave Conn/Visitors Cent. Ent.E/W: Massachusetts AvenueCity/State: Amherst, MAClient: VHB

Groups Printed- Passenger Vehicles - Heavy Vehicles - BicyclesMass Ave Connector





03:00 PM 0 12 18 0 30 0 0 0 0 0 0 0 0 18 18 3 96 0 17 116 16403:15 PM 0 10 17 0 27 0 0 0 0 0 0 0 0 55 55 5 105 0 33 143 22503:30 PM 0 15 17 0 32 0 0 0 0 0 0 0 0 44 44 5 86 0 30 121 19703:45 PM 0 8 11 0 19 0 0 0 0 0 0 0 0 20 20 3 86 0 25 114 153

Total 0 45 63 0 108 0 0 0 0 0 0 0 0 137 137 16 373 0 105 494 739

04:00 PM 0 9 13 0 22 0 0 0 0 0 0 0 0 19 19 6 93 0 31 130 17104:15 PM 0 24 19 0 43 0 0 0 0 0 0 0 0 68 68 14 98 0 37 149 26004:30 PM 0 22 24 0 46 0 0 0 0 0 0 0 0 112 112 11 98 0 74 183 34104:45 PM 0 12 14 0 26 0 0 0 0 0 0 0 0 14 14 1 112 0 29 142 182

Total 0 67 70 0 137 0 0 0 0 0 0 0 0 213 213 32 401 0 171 604 954

05:00 PM 0 11 13 0 24 0 0 0 0 0 0 0 0 20 20 1 100 0 43 144 18805:15 PM 0 9 10 0 19 0 0 0 0 0 0 0 0 13 13 8 99 0 17 124 15605:30 PM 0 1 16 0 17 0 0 0 0 0 1 0 0 18 19 5 114 0 27 146 18205:45 PM 0 16 14 0 30 0 0 0 0 0 0 0 0 52 52 3 98 0 23 124 206

Total 0 37 53 0 90 0 0 0 0 0 1 0 0 103 104 17 411 0 110 538 732

Grand Total 0 149 186 0 335 0 0 0 0 0 1 0 0 453 454 65 1185 0 386 1636 2425Apprch % 0 44.5 55.5 0 0 0 0 0 0.2 0 0 99.8 4 72.4 0 23.6

Total % 0 6.1 7.7 0 13.8 0 0 0 0 0 0 0 0 18.7 18.7 2.7 48.9 0 15.9 67.5Passenger Vehicles 0 148 160 0 308 0 0 0 0 0 1 0 0 440 441 64 1151 0 383 1598 2347

% Passenger Vehicles 0 99.3 86 0 91.9 0 0 0 0 0 100 0 0 97.1 97.1 98.5 97.1 0 99.2 97.7 96.8Heavy Vehicles 0 0 24 0 24 0 0 0 0 0 0 0 0 0 0 1 31 0 0 32 56% Heavy Vehicles 0 0 12.9 0 7.2 0 0 0 0 0 0 0 0 0 0 1.5 2.6 0 0 2 2.3

Bicycles 0 1 2 0 3 0 0 0 0 0 0 0 0 13 13 0 3 0 3 6 22% Bicycles 0 0.7 1.1 0 0.9 0 0 0 0 0 0 0 0 2.9 2.9 0 0.3 0 0.8 0.4 0.9


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04:15 PM 0 24 19 0 43 0 0 0 0 0 0 0 0 68 68 14 98 0 37 149 26004:30 PM 0 22 24 0 46 0 0 0 0 0 0 0 0 112 112 11 98 0 74 183 34104:45 PM 0 12 14 0 26 0 0 0 0 0 0 0 0 14 14 1 112 0 29 142 18205:00 PM 0 11 13 0 24 0 0 0 0 0 0 0 0 20 20 1 100 0 43 144 188

Total Volume 0 69 70 0 139 0 0 0 0 0 0 0 0 214 214 27 408 0 183 618 971% App. Total 0 49.6 50.4 0 0 0 0 0 0 0 0 100 4.4 66 0 29.6

PHF .000 .719 .729 .000 .755 .000 .000 .000 .000 .000 .000 .000 .000 .478 .478 .482 .911 .000 .618 .844 .712


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03:00 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 503:15 PM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 1 5 0 0 6 903:30 PM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 603:45 PM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 5

Total 0 0 11 0 11 0 0 0 0 0 0 0 0 0 0 1 13 0 0 14 25

04:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 304:15 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 404:30 PM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 704:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2

Total 0 0 7 0 7 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 16

05:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 305:15 PM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 605:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 305:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 3

Total 0 0 6 0 6 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 15

Grand Total 0 0 24 0 24 0 0 0 0 0 0 0 0 0 0 1 31 0 0 32 56Apprch % 0 0 100 0 0 0 0 0 0 0 0 0 3.1 96.9 0 0

Total % 0 0 42.9 0 42.9 0 0 0 0 0 0 0 0 0 0 1.8 55.4 0 0 57.1






03:00 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 503:15 PM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 1 5 0 0 6 903:30 PM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 603:45 PM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 5

Total Volume 0 0 11 0 11 0 0 0 0 0 0 0 0 0 0 1 13 0 0 14 25% App. Total 0 0 100 0 0 0 0 0 0 0 0 0 7.1 92.9 0 0

PHF .000 .000 .917 .000 .917 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .650 .000 .000 .583 .694


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File Name : Massachusetts Ave Eastbound at Presidents Dr-Robsham Visitors Center Exit (AM)Site Code : 5Start Date : 10/19/2011Page No : 1

N/S: Mass Ave Conn/Visitors Center ExitE/W: Massachusetts Avenue (EB)City/State: Amherst, MAClient: VHB



From EastRobsham Visitors Center Exit


From West


07:00 AM 0 0 0 1 1 0 0 0 4 4 0 3 1 0 4 0 37 2 0 39 4807:15 AM 0 0 0 0 0 0 0 0 1 1 2 0 0 0 2 0 45 5 0 50 5307:30 AM 0 0 0 0 0 0 0 0 7 7 1 0 0 3 4 0 63 5 0 68 7907:45 AM 0 0 0 0 0 0 0 0 112 112 0 1 0 101 102 0 80 16 0 96 310

Total 0 0 0 1 1 0 0 0 124 124 3 4 1 104 112 0 225 28 0 253 490

08:00 AM 0 0 0 1 1 0 0 0 45 45 0 2 0 37 39 0 68 16 1 85 17008:15 AM 0 0 0 0 0 0 0 0 24 24 1 2 0 14 17 0 55 8 0 63 10408:30 AM 0 0 0 0 0 0 0 0 29 29 1 1 0 10 12 0 63 11 0 74 11508:45 AM 0 0 0 1 1 0 0 0 89 89 4 5 0 73 82 0 87 15 1 103 275

Total 0 0 0 2 2 0 0 0 187 187 6 10 0 134 150 0 273 50 2 325 664

09:00 AM 1 0 0 0 1 0 1 0 87 88 3 6 0 69 78 0 95 23 0 118 28509:15 AM 0 0 0 1 1 0 0 0 23 23 4 2 0 10 16 0 56 10 2 68 10809:30 AM 0 0 0 0 0 0 0 0 25 25 3 4 0 16 23 0 57 11 0 68 11609:45 AM 0 0 0 0 0 0 0 0 56 56 6 4 0 30 40 0 66 23 0 89 185

Total 1 0 0 1 2 0 1 0 191 192 16 16 0 125 157 0 274 67 2 343 694

Grand Total 1 0 0 4 5 0 1 0 502 503 25 30 1 363 419 0 772 145 4 921 1848Apprch % 20 0 0 80 0 0.2 0 99.8 6 7.2 0.2 86.6 0 83.8 15.7 0.4

Total % 0.1 0 0 0.2 0.3 0 0.1 0 27.2 27.2 1.4 1.6 0.1 19.6 22.7 0 41.8 7.8 0.2 49.8Passenger Vehicle 0 0 0 4 4 0 0 0 502 502 24 20 1 362 407 0 695 104 4 803 1716% Passenger Vehicle 0 0 0 100 80 0 0 0 100 99.8 96 66.7 100 99.7 97.1 0 90 71.7 100 87.2 92.9Heavy Vehicle 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 69 35 0 104 106% Heavy Vehicle 0 0 0 0 0 0 0 0 0 0 4 3.3 0 0 0.5 0 8.9 24.1 0 11.3 5.7

Bicycle 1 0 0 0 1 0 1 0 0 1 0 9 0 1 10 0 8 6 0 14 26% Bicycle 100 0 0 0 20 0 100 0 0 0.2 0 30 0 0.3 2.4 0 1 4.1 0 1.5 1.4


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Robsham Visitors Center ExitFrom South




07:45 AM 0 0 0 0 0 0 0 0 112 112 0 1 0 101 102 0 80 16 0 96 31008:00 AM 0 0 0 1 1 0 0 0 45 45 0 2 0 37 39 0 68 16 1 85 17008:15 AM 0 0 0 0 0 0 0 0 24 24 1 2 0 14 17 0 55 8 0 63 10408:30 AM 0 0 0 0 0 0 0 0 29 29 1 1 0 10 12 0 63 11 0 74 115

Total Volume 0 0 0 1 1 0 0 0 210 210 2 6 0 162 170 0 266 51 1 318 699% App. Total 0 0 0 100 0 0 0 100 1.2 3.5 0 95.3 0 83.6 16 0.3

PHF .000 .000 .000 .250 .250 .000 .000 .000 .469 .469 .500 .750 .000 .401 .417 .000 .831 .797 .250 .828 .564


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From West


07:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 5 0 0 5 607:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 3 0 13 1307:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2 0 6 607:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 2 0 7 7

Total 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 24 7 0 31 32

08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4 0 7 708:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 1 0 11 1108:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 0 8 808:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 4

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 10 0 30 30

09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 8 0 16 1609:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 3 0 11 1109:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 4 3 0 7 809:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 4 0 9 9

Total 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 25 18 0 43 44


Total % 0 0 0 0 0 0 0 0 0 0 0.9 0.9 0 0 1.9 0 65.1 33 0 98.1







07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 3 0 13 1307:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2 0 6 607:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 2 0 7 708:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4 0 7 7


PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .550 .688 .000 .635 .635


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File Name : Massachusetts Ave Eastbound at Presidents Dr-Robsham Visitors Center Exit (PM)Site Code : 5Start Date : 10/19/2011Page No : 1

N/S: Mass Ave Conn/ Visitors Center ExitE/W: Massachusetts Avenue (EB)City/State: Amherst, MAClient: VHB

Groups Printed- Passenger Vehicle - Heavy Vehicles - BicyleMass Ave Connector





03:00 PM 0 1 0 0 1 1 0 0 27 28 3 8 0 23 34 0 93 25 1 119 18203:15 PM 0 2 0 0 2 0 0 1 75 76 8 9 0 56 73 0 101 21 1 123 27403:30 PM 0 0 0 0 0 0 0 0 67 67 12 7 0 55 74 0 86 17 0 103 24403:45 PM 0 1 0 0 1 0 0 0 33 33 5 14 0 15 34 0 86 8 0 94 162

Total 0 4 0 0 4 1 0 1 202 204 28 38 0 149 215 0 366 71 2 439 862

04:00 PM 0 0 0 0 0 0 0 0 48 48 11 7 0 24 42 0 78 23 0 101 19104:15 PM 0 2 0 0 2 0 2 0 125 127 8 11 0 72 91 0 89 29 0 118 33804:30 PM 0 0 0 1 1 0 0 0 167 167 17 6 0 115 138 0 95 25 1 121 42704:45 PM 1 1 1 0 3 0 1 0 39 40 6 7 0 19 32 0 97 21 2 120 195

Total 1 3 1 1 6 0 3 0 379 382 42 31 0 230 303 0 359 98 3 460 1151

05:00 PM 0 0 0 0 0 0 1 0 36 37 8 6 0 16 30 0 100 15 0 115 18205:15 PM 0 0 0 0 0 0 0 0 34 34 8 6 0 14 28 0 104 10 0 114 17605:30 PM 1 1 0 0 2 0 0 0 51 51 12 11 0 19 42 0 113 19 0 132 22705:45 PM 1 0 0 0 1 0 0 0 122 122 18 10 0 63 91 1 92 21 0 114 328

Total 2 1 0 0 3 0 1 0 243 244 46 33 0 112 191 1 409 65 0 475 913

Grand Total 3 8 1 1 13 1 4 1 824 830 116 102 0 491 709 1 1134 234 5 1374 2926Apprch % 23.1 61.5 7.7 7.7 0.1 0.5 0.1 99.3 16.4 14.4 0 69.3 0.1 82.5 17 0.4

Total % 0.1 0.3 0 0 0.4 0 0.1 0 28.2 28.4 4 3.5 0 16.8 24.2 0 38.8 8 0.2 47Passenger Vehicle 0 0 1 1 2 1 0 1 824 826 115 98 0 491 704 1 1082 206 5 1294 2826% Passenger Vehicle 0 0 100 100 15.4 100 0 100 100 99.5 99.1 96.1 0 100 99.3 100 95.4 88 100 94.2 96.6Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 46 26 0 72 73% Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0.9 0 0 0 0.1 0 4.1 11.1 0 5.2 2.5

Bicyle 3 8 0 0 11 0 4 0 0 4 0 4 0 0 4 0 6 2 0 8 27% Bicyle 100 100 0 0 84.6 0 100 0 0 0.5 0 3.9 0 0 0.6 0 0.5 0.9 0 0.6 0.9


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04:00 PM 0 0 0 0 0 0 0 0 48 48 11 7 0 24 42 0 78 23 0 101 19104:15 PM 0 2 0 0 2 0 2 0 125 127 8 11 0 72 91 0 89 29 0 118 33804:30 PM 0 0 0 1 1 0 0 0 167 167 17 6 0 115 138 0 95 25 1 121 42704:45 PM 1 1 1 0 3 0 1 0 39 40 6 7 0 19 32 0 97 21 2 120 195

Total Volume 1 3 1 1 6 0 3 0 379 382 42 31 0 230 303 0 359 98 3 460 1151% App. Total 16.7 50 16.7 16.7 0 0.8 0 99.2 13.9 10.2 0 75.9 0 78 21.3 0.7

PHF .250 .375 .250 .250 .500 .000 .375 .000 .567 .572 .618 .705 .000 .500 .549 .000 .925 .845 .375 .950 .674


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03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2 0 6 603:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 2 0 8 803:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 6 2 0 8 903:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 0 5 5

Total 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 19 8 0 27 28

04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 6 604:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 0 5 504:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 2 0 8 804:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2 0 6 6

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 9 0 25 25

05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 3 0 7 705:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1 0 6 605:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 305:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 0 4 4

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 9 0 20 20


Total % 0 0 0 0 0 0 0 0 0 0 1.4 0 0 0 1.4 0 63 35.6 0 98.6






03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2 0 6 603:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 2 0 8 803:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 6 2 0 8 903:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 0 5 5


PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .000 .250 .000 .792 1.00 .000 .844 .778


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File Name : Massachusetts Ave Westbound at Lincoln Ave-Parking Lot 71 (AM ONLY)Site Code : 2Start Date : 10/19/2011Page No : 1

N/S: Parking Lot 71/Mass Ave ConnE/W: Massachusetts Avenue (WB)City/State: Amherst, MAClient: VHB

Groups Printed- Passenger Vehicles - Heavy Vehicles - BicyclesParking Lot 71

From NorthMassachusetts Avenue (WB)

From EastMass Ave Connector

From SouthMassachusetts Avenue (WB)

From West

Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total07:00 AM 2 5 0 3 10 2 33 1 7 43 0 3 7 0 10 0 0 0 0 0 6307:15 AM 1 3 0 1 5 3 31 1 2 37 0 4 1 0 5 0 0 0 0 0 4707:30 AM 5 5 0 6 16 4 40 2 6 52 0 4 13 0 17 0 0 0 0 0 8507:45 AM 1 2 0 52 55 9 65 0 24 98 0 17 8 0 25 0 0 0 0 0 178

Total 9 15 0 62 86 18 169 4 39 230 0 28 29 0 57 0 0 0 0 0 373

08:00 AM 3 5 0 12 20 3 40 4 18 65 0 12 13 0 25 0 0 0 0 0 11008:15 AM 4 3 0 4 11 6 51 4 28 89 0 24 10 0 34 0 0 0 0 0 13408:30 AM 6 2 0 8 16 8 65 2 26 101 0 20 10 0 30 0 0 0 0 0 14708:45 AM 0 2 0 205 207 15 93 1 25 134 0 24 20 0 44 0 0 0 0 0 385

Total 13 12 0 229 254 32 249 11 97 389 0 80 53 0 133 0 0 0 0 0 776

09:00 AM 5 4 0 43 52 13 91 2 31 137 0 26 9 0 35 0 0 0 0 0 22409:15 AM 3 6 0 6 15 8 45 1 15 69 0 9 14 0 23 0 0 0 0 0 10709:30 AM 4 7 0 2 13 2 54 2 10 68 0 14 7 0 21 0 0 0 0 0 10209:45 AM 4 4 0 34 42 4 83 3 16 106 0 12 8 0 20 0 0 0 0 0 168

Total 16 21 0 85 122 27 273 8 72 380 0 61 38 0 99 0 0 0 0 0 601

Grand Total 38 48 0 376 462 77 691 23 208 999 0 169 120 0 289 0 0 0 0 0 1750Apprch % 8.2 10.4 0 81.4 7.7 69.2 2.3 20.8 0 58.5 41.5 0 0 0 0 0

Total % 2.2 2.7 0 21.5 26.4 4.4 39.5 1.3 11.9 57.1 0 9.7 6.9 0 16.5 0 0 0 0 0Passenger Vehicles 35 44 0 376 455 74 656 22 208 960 0 133 119 0 252 0 0 0 0 0 1667

% Passenger Vehicles 92.1 91.7 0 100 98.5 96.1 94.9 95.7 100 96.1 0 78.7 99.2 0 87.2 0 0 0 0 0 95.3Heavy Vehicles 3 4 0 0 7 1 34 1 0 36 0 7 1 0 8 0 0 0 0 0 51% Heavy Vehicles 7.9 8.3 0 0 1.5 1.3 4.9 4.3 0 3.6 0 4.1 0.8 0 2.8 0 0 0 0 0 2.9

Bicycles 0 0 0 0 0 2 1 0 0 3 0 29 0 0 29 0 0 0 0 0 32% Bicycles 0 0 0 0 0 2.6 0.1 0 0 0.3 0 17.2 0 0 10 0 0 0 0 0 1.8


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Parking Lot 71From North

Massachusetts Avenue (WB)From East

Mass Ave ConnectorFrom South

Massachusetts Avenue (WB)From West



08:15 AM 4 3 0 4 11 6 51 4 28 89 0 24 10 0 34 0 0 0 0 0 13408:30 AM 6 2 0 8 16 8 65 2 26 101 0 20 10 0 30 0 0 0 0 0 14708:45 AM 0 2 0 205 207 15 93 1 25 134 0 24 20 0 44 0 0 0 0 0 38509:00 AM 5 4 0 43 52 13 91 2 31 137 0 26 9 0 35 0 0 0 0 0 224

Total Volume 15 11 0 260 286 42 300 9 110 461 0 94 49 0 143 0 0 0 0 0 890% App. Total 5.2 3.8 0 90.9 9.1 65.1 2 23.9 0 65.7 34.3 0 0 0 0 0

PHF .625 .688 .000 .317 .345 .700 .806 .563 .887 .841 .000 .904 .613 .000 .813 .000 .000 .000 .000 .000 .578


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Groups Printed- Heavy VehiclesParking Lot 71




From West


Total 2 1 0 0 3 0 11 0 0 11 0 2 0 0 2 0 0 0 0 0 16

08:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 108:15 AM 1 1 0 0 2 0 4 1 0 5 0 3 0 0 3 0 0 0 0 0 1008:30 AM 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 0 0 0 0 0 508:45 AM 0 0 0 0 0 1 2 0 0 3 0 0 1 0 1 0 0 0 0 0 4

Total 1 1 0 0 2 1 11 1 0 13 0 4 1 0 5 0 0 0 0 0 20

09:00 AM 0 2 0 0 2 0 4 0 0 4 0 1 0 0 1 0 0 0 0 0 709:15 AM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 409:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 209:45 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2

Total 0 2 0 0 2 0 12 0 0 12 0 1 0 0 1 0 0 0 0 0 15

Grand Total 3 4 0 0 7 1 34 1 0 36 0 7 1 0 8 0 0 0 0 0 51Apprch % 42.9 57.1 0 0 2.8 94.4 2.8 0 0 87.5 12.5 0 0 0 0 0

Total % 5.9 7.8 0 0 13.7 2 66.7 2 0 70.6 0 13.7 2 0 15.7 0 0 0 0 0

Parking Lot 71From North






08:15 AM 1 1 0 0 2 0 4 1 0 5 0 3 0 0 3 0 0 0 0 0 1008:30 AM 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 0 0 0 0 0 508:45 AM 0 0 0 0 0 1 2 0 0 3 0 0 1 0 1 0 0 0 0 0 409:00 AM 0 2 0 0 2 0 4 0 0 4 0 1 0 0 1 0 0 0 0 0 7

Total Volume 1 3 0 0 4 1 14 1 0 16 0 5 1 0 6 0 0 0 0 0 26% App. Total 25 75 0 0 6.2 87.5 6.2 0 0 83.3 16.7 0 0 0 0 0

PHF .250 .375 .000 .000 .500 .250 .875 .250 .000 .800 .000 .417 .250 .000 .500 .000 .000 .000 .000 .000 .650


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File Name : Massachusetts Ave Westbound at Presidents Dr (IN) (AM)Site Code : 6Start Date : 10/19/2011Page No : 1

N/S: Presidents Drive (IN)/Mass Ave ConnE/W: Massachusetts Avenue (WB)City/State: Amherst, MAClient: VHB

Groups Printed- Passenger Vehicle - Heavy Vehicle - BicyclePresidents Drive (IN)



From South

From West


07:00 AM 0 0 0 10 10 1 34 0 4 39 0 4 0 0 4 0 0 1 1 2 5507:15 AM 0 0 0 1 1 5 33 0 1 39 0 5 0 0 5 0 0 0 0 0 4507:30 AM 0 0 0 4 4 3 44 0 7 54 0 5 0 0 5 0 0 0 0 0 6307:45 AM 0 0 0 63 63 12 63 0 109 184 0 16 0 1 17 0 0 0 0 0 264

Total 0 0 0 78 78 21 174 0 121 316 0 30 0 1 31 0 0 1 1 2 427

08:00 AM 0 0 0 21 21 13 51 0 39 103 0 22 0 0 22 0 1 0 0 1 14708:15 AM 0 0 0 2 2 5 69 0 16 90 0 10 0 0 10 0 0 0 0 0 10208:30 AM 0 0 0 14 14 12 76 0 27 115 0 12 0 0 12 0 0 0 0 0 14108:45 AM 0 0 0 162 162 17 103 0 72 192 0 13 0 0 13 0 0 0 0 0 367

Total 0 0 0 199 199 47 299 0 154 500 0 57 0 0 57 0 1 0 0 1 757

09:00 AM 0 1 0 36 37 18 96 0 88 202 0 23 5 0 28 0 0 0 0 0 26709:15 AM 0 0 0 6 6 12 48 0 22 82 0 11 0 0 11 0 0 0 0 0 9909:30 AM 0 0 0 6 6 9 57 0 23 89 0 11 3 0 14 0 0 0 0 0 10909:45 AM 0 0 0 31 31 14 89 0 48 151 0 24 2 0 26 0 0 0 0 0 208

Total 0 1 0 79 80 53 290 0 181 524 0 69 10 0 79 0 0 0 0 0 683

Grand Total 0 1 0 356 357 121 763 0 456 1340 0 156 10 1 167 0 1 1 1 3 1867Apprch % 0 0.3 0 99.7 9 56.9 0 34 0 93.4 6 0.6 0 33.3 33.3 33.3

Total % 0 0.1 0 19.1 19.1 6.5 40.9 0 24.4 71.8 0 8.4 0.5 0.1 8.9 0 0.1 0.1 0.1 0.2Passenger Vehicle 0 0 0 356 356 95 734 0 456 1285 0 109 10 1 120 0 1 1 1 3 1764% Passenger Vehicle 0 0 0 100 99.7 78.5 96.2 0 100 95.9 0 69.9 100 100 71.9 0 100 100 100 100 94.5Heavy Vehicle 0 0 0 0 0 25 23 0 0 48 0 35 0 0 35 0 0 0 0 0 83% Heavy Vehicle 0 0 0 0 0 20.7 3 0 0 3.6 0 22.4 0 0 21 0 0 0 0 0 4.4

Bicycle 0 1 0 0 1 1 6 0 0 7 0 12 0 0 12 0 0 0 0 0 20% Bicycle 0 100 0 0 0.3 0.8 0.8 0 0 0.5 0 7.7 0 0 7.2 0 0 0 0 0 1.1


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Presidents Drive (IN)From North



From West



08:15 AM 0 0 0 2 2 5 69 0 16 90 0 10 0 0 10 0 0 0 0 0 10208:30 AM 0 0 0 14 14 12 76 0 27 115 0 12 0 0 12 0 0 0 0 0 14108:45 AM 0 0 0 162 162 17 103 0 72 192 0 13 0 0 13 0 0 0 0 0 36709:00 AM 0 1 0 36 37 18 96 0 88 202 0 23 5 0 28 0 0 0 0 0 267

Total Volume 0 1 0 214 215 52 344 0 203 599 0 58 5 0 63 0 0 0 0 0 877% App. Total 0 0.5 0 99.5 8.7 57.4 0 33.9 0 92.1 7.9 0 0 0 0 0

PHF .000 .250 .000 .330 .332 .722 .835 .000 .577 .741 .000 .630 .250 .000 .563 .000 .000 .000 .000 .000 .597


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Groups Printed- Heavy VehiclePresidents Drive (IN)



From South

From West


07:00 AM 0 0 0 0 0 1 4 0 0 5 0 1 0 0 1 0 0 0 0 0 607:15 AM 0 0 0 0 0 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 407:30 AM 0 0 0 0 0 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 307:45 AM 0 0 0 0 0 3 2 0 0 5 0 2 0 0 2 0 0 0 0 0 7

Total 0 0 0 0 0 6 6 0 0 12 0 8 0 0 8 0 0 0 0 0 20

08:00 AM 0 0 0 0 0 4 0 0 0 4 0 3 0 0 3 0 0 0 0 0 708:15 AM 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 0 0 0 0 0 508:30 AM 0 0 0 0 0 2 1 0 0 3 0 4 0 0 4 0 0 0 0 0 708:45 AM 0 0 0 0 0 3 1 0 0 4 0 1 0 0 1 0 0 0 0 0 5

Total 0 0 0 0 0 9 5 0 0 14 0 10 0 0 10 0 0 0 0 0 24

09:00 AM 0 0 0 0 0 4 3 0 0 7 0 7 0 0 7 0 0 0 0 0 1409:15 AM 0 0 0 0 0 2 3 0 0 5 0 3 0 0 3 0 0 0 0 0 809:30 AM 0 0 0 0 0 3 3 0 0 6 0 3 0 0 3 0 0 0 0 0 909:45 AM 0 0 0 0 0 1 3 0 0 4 0 4 0 0 4 0 0 0 0 0 8

Total 0 0 0 0 0 10 12 0 0 22 0 17 0 0 17 0 0 0 0 0 39

Grand Total 0 0 0 0 0 25 23 0 0 48 0 35 0 0 35 0 0 0 0 0 83Apprch % 0 0 0 0 52.1 47.9 0 0 0 100 0 0 0 0 0 0

Total % 0 0 0 0 0 30.1 27.7 0 0 57.8 0 42.2 0 0 42.2 0 0 0 0 0




From West



08:15 AM 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 0 0 0 0 0 508:30 AM 0 0 0 0 0 2 1 0 0 3 0 4 0 0 4 0 0 0 0 0 708:45 AM 0 0 0 0 0 3 1 0 0 4 0 1 0 0 1 0 0 0 0 0 509:00 AM 0 0 0 0 0 4 3 0 0 7 0 7 0 0 7 0 0 0 0 0 14

Total Volume 0 0 0 0 0 9 8 0 0 17 0 14 0 0 14 0 0 0 0 0 31% App. Total 0 0 0 0 52.9 47.1 0 0 0 100 0 0 0 0 0 0

PHF .000 .000 .000 .000 .000 .563 .667 .000 .000 .607 .000 .500 .000 .000 .500 .000 .000 .000 .000 .000 .554


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File Name : Massachusetts Ave Westbound at Presidents Dr (IN) (PM)Site Code : 6Start Date : 10/19/2011Page No : 1


Groups Printed- Passenger Vehicle - Heavy Vehicle - BicyclePresidents Drive (IN)




From West


03:00 PM 0 0 0 23 23 15 62 0 31 108 0 24 6 0 30 0 0 0 1 1 16203:15 PM 0 0 0 66 66 15 75 0 84 174 0 21 5 0 26 0 0 0 1 1 26703:30 PM 0 0 0 49 49 17 88 0 68 173 0 21 6 0 27 0 0 0 0 0 24903:45 PM 0 0 0 16 16 14 72 0 34 120 0 11 11 0 22 0 0 0 0 0 158

Total 0 0 0 154 154 61 297 0 217 575 0 77 28 0 105 0 0 0 2 2 836

04:00 PM 0 0 0 12 12 16 93 0 48 157 0 19 8 0 27 0 0 0 0 0 19604:15 PM 0 0 0 122 122 10 118 0 134 262 0 28 9 0 37 0 0 0 0 0 42104:30 PM 0 0 0 39 39 15 107 0 168 290 0 29 4 0 33 0 0 0 0 0 36204:45 PM 0 0 1 15 16 12 101 0 42 155 0 19 9 0 28 1 0 0 2 3 202

Total 0 0 1 188 189 53 419 0 392 864 0 95 30 0 125 1 0 0 2 3 1181

05:00 PM 0 0 0 24 24 14 91 0 35 140 0 17 3 0 20 0 0 0 0 0 18405:15 PM 0 0 0 14 14 8 100 0 35 143 0 11 4 0 15 0 0 0 0 0 17205:30 PM 0 0 0 32 32 9 70 0 57 136 0 17 10 0 27 0 0 0 0 0 19505:45 PM 0 0 0 116 116 20 99 0 136 255 0 22 9 0 31 0 0 0 0 0 402

Total 0 0 0 186 186 51 360 0 263 674 0 67 26 0 93 0 0 0 0 0 953

Grand Total 0 0 1 528 529 165 1076 0 872 2113 0 239 84 0 323 1 0 0 4 5 2970Apprch % 0 0 0.2 99.8 7.8 50.9 0 41.3 0 74 26 0 20 0 0 80

Total % 0 0 0 17.8 17.8 5.6 36.2 0 29.4 71.1 0 8 2.8 0 10.9 0 0 0 0.1 0.2Passenger Vehicle 0 0 1 521 522 137 1061 0 856 2054 0 215 82 0 297 1 0 0 4 5 2878% Passenger Vehicle 0 0 100 98.7 98.7 83 98.6 0 98.2 97.2 0 90 97.6 0 92 100 0 0 100 100 96.9Heavy Vehicle 0 0 0 0 0 28 14 0 0 42 0 23 1 0 24 0 0 0 0 0 66% Heavy Vehicle 0 0 0 0 0 17 1.3 0 0 2 0 9.6 1.2 0 7.4 0 0 0 0 0 2.2

Bicycle 0 0 0 7 7 0 1 0 16 17 0 1 1 0 2 0 0 0 0 0 26% Bicycle 0 0 0 1.3 1.3 0 0.1 0 1.8 0.8 0 0.4 1.2 0 0.6 0 0 0 0 0 0.9


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04:00 PM 0 0 0 12 12 16 93 0 48 157 0 19 8 0 27 0 0 0 0 0 19604:15 PM 0 0 0 122 122 10 118 0 134 262 0 28 9 0 37 0 0 0 0 0 42104:30 PM 0 0 0 39 39 15 107 0 168 290 0 29 4 0 33 0 0 0 0 0 36204:45 PM 0 0 1 15 16 12 101 0 42 155 0 19 9 0 28 1 0 0 2 3 202

Total Volume 0 0 1 188 189 53 419 0 392 864 0 95 30 0 125 1 0 0 2 3 1181% App. Total 0 0 0.5 99.5 6.1 48.5 0 45.4 0 76 24 0 33.3 0 0 66.7

PHF .000 .000 .250 .385 .387 .828 .888 .000 .583 .745 .000 .819 .833 .000 .845 .250 .000 .000 .250 .250 .701


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Groups Printed- Heavy VehiclePresidents Drive (IN)




From West


03:00 PM 0 0 0 0 0 2 2 0 0 4 0 2 1 0 3 0 0 0 0 0 703:15 PM 0 0 0 0 0 4 3 0 0 7 0 1 0 0 1 0 0 0 0 0 803:30 PM 0 0 0 0 0 1 1 0 0 2 0 3 0 0 3 0 0 0 0 0 503:45 PM 0 0 0 0 0 3 0 0 0 3 0 2 0 0 2 0 0 0 0 0 5

Total 0 0 0 0 0 10 6 0 0 16 0 8 1 0 9 0 0 0 0 0 25

04:00 PM 0 0 0 0 0 4 1 0 0 5 0 2 0 0 2 0 0 0 0 0 704:15 PM 0 0 0 0 0 2 1 0 0 3 0 1 0 0 1 0 0 0 0 0 404:30 PM 0 0 0 0 0 2 0 0 0 2 0 3 0 0 3 0 0 0 0 0 504:45 PM 0 0 0 0 0 2 1 0 0 3 0 2 0 0 2 0 0 0 0 0 5

Total 0 0 0 0 0 10 3 0 0 13 0 8 0 0 8 0 0 0 0 0 21

05:00 PM 0 0 0 0 0 3 0 0 0 3 0 2 0 0 2 0 0 0 0 0 505:15 PM 0 0 0 0 0 1 4 0 0 5 0 2 0 0 2 0 0 0 0 0 705:30 PM 0 0 0 0 0 2 0 0 0 2 0 1 0 0 1 0 0 0 0 0 305:45 PM 0 0 0 0 0 2 1 0 0 3 0 2 0 0 2 0 0 0 0 0 5

Total 0 0 0 0 0 8 5 0 0 13 0 7 0 0 7 0 0 0 0 0 20

Grand Total 0 0 0 0 0 28 14 0 0 42 0 23 1 0 24 0 0 0 0 0 66Apprch % 0 0 0 0 66.7 33.3 0 0 0 95.8 4.2 0 0 0 0 0

Total % 0 0 0 0 0 42.4 21.2 0 0 63.6 0 34.8 1.5 0 36.4 0 0 0 0 0







03:00 PM 0 0 0 0 0 2 2 0 0 4 0 2 1 0 3 0 0 0 0 0 703:15 PM 0 0 0 0 0 4 3 0 0 7 0 1 0 0 1 0 0 0 0 0 803:30 PM 0 0 0 0 0 1 1 0 0 2 0 3 0 0 3 0 0 0 0 0 503:45 PM 0 0 0 0 0 3 0 0 0 3 0 2 0 0 2 0 0 0 0 0 5

Total Volume 0 0 0 0 0 10 6 0 0 16 0 8 1 0 9 0 0 0 0 0 25% App. Total 0 0 0 0 62.5 37.5 0 0 0 88.9 11.1 0 0 0 0 0

PHF .000 .000 .000 .000 .000 .625 .500 .000 .000 .571 .000 .667 .250 .000 .750 .000 .000 .000 .000 .000 .781


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File Name : Massachusetts Ave Westbound at Presidents Dr (Out) (AM)Site Code : 4Start Date : 10/19/2011Page No : 1

N/S: Presidents Drive (OUT)/Mass Ave ConE/W: Massachusetts Avenue (WB)City/State: Amherst, MAClient: VHB

Groups Printed- Passenger Vehicle - Heavy Vehicle - BicyclePresidents Drive (OUT)




From West


07:00 AM 2 5 0 2 9 0 29 0 0 29 0 0 0 0 0 0 0 0 4 4 4207:15 AM 4 5 0 0 9 0 33 0 0 33 0 0 0 0 0 0 0 0 3 3 4507:30 AM 9 7 0 7 23 0 39 2 0 41 0 0 0 0 0 0 0 0 9 9 7307:45 AM 8 7 0 68 83 0 57 7 0 64 0 1 0 0 1 0 1 0 28 29 177

Total 23 24 0 77 124 0 158 9 0 167 0 1 0 0 1 0 1 0 44 45 337

08:00 AM 2 7 0 22 31 0 49 7 0 56 0 0 0 0 0 0 0 0 25 25 11208:15 AM 4 8 0 4 16 1 58 8 0 67 0 0 0 0 0 0 0 0 34 34 11708:30 AM 10 7 0 19 36 0 67 9 0 76 0 0 0 0 0 0 1 0 36 37 14908:45 AM 18 15 0 256 289 0 98 11 0 109 0 1 0 0 1 0 0 0 57 57 456

Total 34 37 0 301 372 1 272 35 0 308 0 1 0 0 1 0 1 0 152 153 834

09:00 AM 21 20 0 54 95 0 82 15 0 97 0 2 0 0 2 0 1 0 59 60 25409:15 AM 12 7 0 3 22 0 41 8 0 49 0 1 0 0 1 0 0 0 20 20 9209:30 AM 4 12 0 7 23 0 51 7 0 58 0 2 1 0 3 0 0 0 22 22 10609:45 AM 13 20 0 60 93 0 75 11 0 86 0 0 0 0 0 0 1 0 34 35 214

Total 50 59 0 124 233 0 249 41 0 290 0 5 1 0 6 0 2 0 135 137 666

Grand Total 107 120 0 502 729 1 679 85 0 765 0 7 1 0 8 0 4 0 331 335 1837Apprch % 14.7 16.5 0 68.9 0.1 88.8 11.1 0 0 87.5 12.5 0 0 1.2 0 98.8

Total % 5.8 6.5 0 27.3 39.7 0.1 37 4.6 0 41.6 0 0.4 0.1 0 0.4 0 0.2 0 18 18.2Passenger Vehicle 85 82 0 502 669 0 646 85 0 731 0 0 1 0 1 0 0 0 331 331 1732% Passenger Vehicle 79.4 68.3 0 100 91.8 0 95.1 100 0 95.6 0 0 100 0 12.5 0 0 0 100 98.8 94.3Heavy Vehicle 22 36 0 0 58 0 27 0 0 27 0 0 0 0 0 0 0 0 0 0 85% Heavy Vehicle 20.6 30 0 0 8 0 4 0 0 3.5 0 0 0 0 0 0 0 0 0 0 4.6

Bicycle 0 2 0 0 2 1 6 0 0 7 0 7 0 0 7 0 4 0 0 4 20% Bicycle 0 1.7 0 0 0.3 100 0.9 0 0 0.9 0 100 0 0 87.5 0 100 0 0 1.2 1.1


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Presidents Drive (OUT)From North






08:15 AM 4 8 0 4 16 1 58 8 0 67 0 0 0 0 0 0 0 0 34 34 11708:30 AM 10 7 0 19 36 0 67 9 0 76 0 0 0 0 0 0 1 0 36 37 14908:45 AM 18 15 0 256 289 0 98 11 0 109 0 1 0 0 1 0 0 0 57 57 45609:00 AM 21 20 0 54 95 0 82 15 0 97 0 2 0 0 2 0 1 0 59 60 254

Total Volume 53 50 0 333 436 1 305 43 0 349 0 3 0 0 3 0 2 0 186 188 976% App. Total 12.2 11.5 0 76.4 0.3 87.4 12.3 0 0 100 0 0 0 1.1 0 98.9

PHF .631 .625 .000 .325 .377 .250 .778 .717 .000 .800 .000 .375 .000 .000 .375 .000 .500 .000 .788 .783 .535


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Groups Printed- Heavy VehiclePresidents Drive (OUT)




From West


07:00 AM 1 2 0 0 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 407:15 AM 0 5 0 0 5 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 707:30 AM 1 0 0 0 1 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 507:45 AM 3 5 0 0 8 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 12

Total 5 12 0 0 17 0 11 0 0 11 0 0 0 0 0 0 0 0 0 0 28

08:00 AM 1 4 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 508:15 AM 2 1 0 0 3 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 708:30 AM 3 4 0 0 7 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 808:45 AM 2 2 0 0 4 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5

Total 8 11 0 0 19 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 25

09:00 AM 2 6 0 0 8 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 1209:15 AM 3 2 0 0 5 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 709:30 AM 2 2 0 0 4 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 509:45 AM 2 3 0 0 5 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 8

Total 9 13 0 0 22 0 10 0 0 10 0 0 0 0 0 0 0 0 0 0 32

Grand Total 22 36 0 0 58 0 27 0 0 27 0 0 0 0 0 0 0 0 0 0 85Apprch % 37.9 62.1 0 0 0 100 0 0 0 0 0 0 0 0 0 0

Total % 25.9 42.4 0 0 68.2 0 31.8 0 0 31.8 0 0 0 0 0 0 0 0 0 0







07:45 AM 3 5 0 0 8 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 1208:00 AM 1 4 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 508:15 AM 2 1 0 0 3 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 708:30 AM 3 4 0 0 7 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 8

Total Volume 9 14 0 0 23 0 9 0 0 9 0 0 0 0 0 0 0 0 0 0 32% App. Total 39.1 60.9 0 0 0 100 0 0 0 0 0 0 0 0 0 0

PHF .750 .700 .000 .000 .719 .000 .563 .000 .000 .563 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .667


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File Name : Massachusetts Ave Westbound at Presidents Dr (Out) (PM)Site Code : 4Start Date : 10/19/2011Page No : 1

N/S: Presidents Dr (OUT)/Mass Ave ConnE/W: Massachusetts Avenue (WB)City/State: Amherst, MAClient: VHB

Groups Printed- Passenger Vehicle - Heavy Vehicle - BicyclePresidents Drive (OUT)




From West


03:00 PM 16 23 0 34 73 0 57 3 0 60 0 0 0 0 0 0 0 0 16 16 14903:15 PM 20 20 0 89 129 0 84 7 0 91 0 0 0 0 0 0 0 0 29 29 24903:30 PM 9 20 0 18 47 0 62 6 0 68 0 0 0 0 0 0 0 0 28 28 14303:45 PM 13 13 0 19 45 0 73 3 0 76 0 0 0 0 0 0 0 0 31 31 152

Total 58 76 0 160 294 0 276 19 0 295 0 0 0 0 0 0 0 0 104 104 693

04:00 PM 15 18 1 16 50 0 97 8 0 105 0 0 0 0 0 0 0 0 25 25 18004:15 PM 13 18 0 152 183 0 100 21 0 121 0 0 0 0 0 0 0 0 51 51 35504:30 PM 14 23 0 23 60 0 102 3 0 105 0 0 0 0 0 0 0 0 58 58 22304:45 PM 13 20 0 18 51 0 71 8 0 79 0 0 0 0 0 0 0 0 29 29 159

Total 55 79 1 209 344 0 370 40 0 410 0 0 0 0 0 0 0 0 163 163 917

05:00 PM 15 11 0 36 62 0 91 8 0 99 0 0 0 0 0 0 0 0 28 28 18905:15 PM 6 12 0 35 53 0 93 2 0 95 0 0 0 0 0 0 0 0 22 22 17005:30 PM 13 11 0 119 143 0 69 4 0 73 0 0 0 0 0 0 0 0 22 22 23805:45 PM 21 21 0 53 95 0 107 3 0 110 0 0 0 0 0 0 0 0 21 21 226

Total 55 55 0 243 353 0 360 17 0 377 0 0 0 0 0 0 0 0 93 93 823

Grand Total 168 210 1 612 991 0 1006 76 0 1082 0 0 0 0 0 0 0 0 360 360 2433Apprch % 17 21.2 0.1 61.8 0 93 7 0 0 0 0 0 0 0 0 100

Total % 6.9 8.6 0 25.2 40.7 0 41.3 3.1 0 44.5 0 0 0 0 0 0 0 0 14.8 14.8Passenger Vehicle 142 182 1 612 937 0 989 76 0 1065 0 0 0 0 0 0 0 0 360 360 2362% Passenger Vehicle 84.5 86.7 100 100 94.6 0 98.3 100 0 98.4 0 0 0 0 0 0 0 0 100 100 97.1Heavy Vehicle 25 26 0 0 51 0 15 0 0 15 0 0 0 0 0 0 0 0 0 0 66% Heavy Vehicle 14.9 12.4 0 0 5.1 0 1.5 0 0 1.4 0 0 0 0 0 0 0 0 0 0 2.7

Bicycle 1 2 0 0 3 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 5% Bicycle 0.6 1 0 0 0.3 0 0.2 0 0 0.2 0 0 0 0 0 0 0 0 0 0 0.2


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04:15 PM 13 18 0 152 183 0 100 21 0 121 0 0 0 0 0 0 0 0 51 51 35504:30 PM 14 23 0 23 60 0 102 3 0 105 0 0 0 0 0 0 0 0 58 58 22304:45 PM 13 20 0 18 51 0 71 8 0 79 0 0 0 0 0 0 0 0 29 29 15905:00 PM 15 11 0 36 62 0 91 8 0 99 0 0 0 0 0 0 0 0 28 28 189

Total Volume 55 72 0 229 356 0 364 40 0 404 0 0 0 0 0 0 0 0 166 166 926% App. Total 15.4 20.2 0 64.3 0 90.1 9.9 0 0 0 0 0 0 0 0 100

PHF .917 .783 .000 .377 .486 .000 .892 .476 .000 .835 .000 .000 .000 .000 .000 .000 .000 .000 .716 .716 .652


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Groups Printed- Heavy VehiclePresidents Drive (OUT)




From West


03:00 PM 2 6 0 0 8 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 1103:15 PM 2 2 0 0 4 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 703:30 PM 3 3 0 0 6 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 803:45 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

Total 7 13 0 0 20 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 28

04:00 PM 4 2 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 604:15 PM 1 3 0 0 4 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 504:30 PM 3 1 0 0 4 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 504:45 PM 3 2 0 0 5 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 6

Total 11 8 0 0 19 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 22

05:00 PM 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 405:15 PM 2 1 0 0 3 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 605:30 PM 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 205:45 PM 1 2 0 0 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4

Total 7 5 0 0 12 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 16


Total % 37.9 39.4 0 0 77.3 0 22.7 0 0 22.7 0 0 0 0 0 0 0 0 0 0







03:00 PM 2 6 0 0 8 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 1103:15 PM 2 2 0 0 4 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 703:30 PM 3 3 0 0 6 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 803:45 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2


PHF .583 .542 .000 .000 .625 .000 .667 .000 .000 .667 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .636


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File Name : Triangle St at Cottage St-Pray St (AM)Site Code : 10Start Date : 10/12/2011Page No : 1

N/S: Triangle StreetE/W: Cottage Street/Pray StreetCity/State: Amherst, MAClient: VHB

Groups Printed- Passenger Vehicle - Heavy Vehicle - BicycleTriangle Street

From NorthCottage Street

From EastTriangle Street

From SouthPray StreetFrom West


Total 2 135 16 9 162 7 11 11 22 51 31 218 34 9 292 14 7 2 1 24 529

08:00 AM 2 20 6 0 28 4 1 4 6 15 5 56 5 0 66 8 4 0 0 12 12108:15 AM 3 17 6 0 26 3 0 8 8 19 6 73 12 1 92 0 2 0 0 2 13908:30 AM 2 33 5 1 41 6 4 5 5 20 10 120 7 2 139 5 0 1 1 7 20708:45 AM 1 22 4 1 28 4 4 6 3 17 15 116 14 1 146 6 3 2 0 11 202

Total 8 92 21 2 123 17 9 23 22 71 36 365 38 4 443 19 9 3 1 32 669

09:00 AM 1 33 5 4 43 6 0 10 9 25 7 76 5 0 88 2 2 1 1 6 16209:15 AM 2 34 10 3 49 3 3 4 60 70 5 58 6 2 71 4 1 0 0 5 19509:30 AM 3 22 5 1 31 6 6 2 8 22 11 75 6 1 93 3 0 2 0 5 15109:45 AM 2 33 3 1 39 7 5 1 5 18 9 92 7 0 108 4 2 2 0 8 173

Total 8 122 23 9 162 22 14 17 82 135 32 301 24 3 360 13 5 5 1 24 681

Grand Total 18 349 60 20 447 46 34 51 126 257 99 884 96 16 1095 46 21 10 3 80 1879Apprch % 4 78.1 13.4 4.5 17.9 13.2 19.8 49 9 80.7 8.8 1.5 57.5 26.2 12.5 3.8

Total % 1 18.6 3.2 1.1 23.8 2.4 1.8 2.7 6.7 13.7 5.3 47 5.1 0.9 58.3 2.4 1.1 0.5 0.2 4.3Passenger Vehicle 18 338 57 20 433 45 31 50 126 252 96 836 96 16 1044 40 21 10 3 74 1803% Passenger Vehicle 100 96.8 95 100 96.9 97.8 91.2 98 100 98.1 97 94.6 100 100 95.3 87 100 100 100 92.5 96Heavy Vehicle 0 5 2 0 7 0 3 0 0 3 3 5 0 0 8 2 0 0 0 2 20% Heavy Vehicle 0 1.4 3.3 0 1.6 0 8.8 0 0 1.2 3 0.6 0 0 0.7 4.3 0 0 0 2.5 1.1

Bicycle 0 6 1 0 7 1 0 1 0 2 0 43 0 0 43 4 0 0 0 4 56% Bicycle 0 1.7 1.7 0 1.6 2.2 0 2 0 0.8 0 4.9 0 0 3.9 8.7 0 0 0 5 3


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Triangle StreetFrom North

Cottage StreetFrom East

Triangle StreetFrom South

Pray StreetFrom West



08:30 AM 2 33 5 1 41 6 4 5 5 20 10 120 7 2 139 5 0 1 1 7 20708:45 AM 1 22 4 1 28 4 4 6 3 17 15 116 14 1 146 6 3 2 0 11 20209:00 AM 1 33 5 4 43 6 0 10 9 25 7 76 5 0 88 2 2 1 1 6 16209:15 AM 2 34 10 3 49 3 3 4 60 70 5 58 6 2 71 4 1 0 0 5 195

Total Volume 6 122 24 9 161 19 11 25 77 132 37 370 32 5 444 17 6 4 2 29 766% App. Total 3.7 75.8 14.9 5.6 14.4 8.3 18.9 58.3 8.3 83.3 7.2 1.1 58.6 20.7 13.8 6.9

PHF .750 .897 .600 .563 .821 .792 .688 .625 .321 .471 .617 .771 .571 .625 .760 .708 .500 .500 .500 .659 .925


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Groups Printed- Heavy VehicleTriangle Street




Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total*** BREAK ***

07:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 107:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 107:45 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

Total 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4

08:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 108:15 AM 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 208:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 108:45 AM 0 0 1 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 3

Total 0 1 2 0 3 0 1 0 0 1 1 2 0 0 3 0 0 0 0 0 7

09:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 109:15 AM 0 1 0 0 1 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 309:30 AM 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 1 0 0 0 1 409:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1

Total 0 1 0 0 1 0 2 0 0 2 2 2 0 0 4 2 0 0 0 2 9

Grand Total 0 5 2 0 7 0 3 0 0 3 3 5 0 0 8 2 0 0 0 2 20Apprch % 0 71.4 28.6 0 0 100 0 0 37.5 62.5 0 0 100 0 0 0

Total % 0 25 10 0 35 0 15 0 0 15 15 25 0 0 40 10 0 0 0 10






08:45 AM 0 0 1 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 309:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 109:15 AM 0 1 0 0 1 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 309:30 AM 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 1 0 0 0 1 4


PHF .000 .250 .250 .000 .500 .000 .375 .000 .000 .375 .375 .500 .000 .000 .625 .250 .000 .000 .000 .250 .688


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File Name : Triangle St at Cottage St-Pray St (PM)Site Code : 10Start Date : 10/12/2011Page No : 1


Groups Printed- Passenger vehicle - Heavy Vehicle - BicycleTriangle Street




Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total03:00 PM 3 70 7 0 80 3 7 7 16 33 11 52 5 14 82 7 3 3 0 13 20803:15 PM 2 75 2 2 81 6 4 6 6 22 11 71 6 13 101 3 3 4 0 10 21403:30 PM 2 77 4 0 83 4 4 12 8 28 16 74 5 9 104 7 1 4 0 12 22703:45 PM 2 58 1 0 61 4 3 10 4 21 14 67 8 25 114 5 4 3 0 12 208

Total 9 280 14 2 305 17 18 35 34 104 52 264 24 61 401 22 11 14 0 47 857

04:00 PM 1 68 3 1 73 1 1 10 6 18 11 61 7 4 83 9 0 2 0 11 18504:15 PM 1 78 7 2 88 4 0 3 3 10 12 48 5 7 72 7 2 4 0 13 18304:30 PM 2 67 8 2 79 4 1 4 9 18 5 67 4 0 76 9 2 3 3 17 19004:45 PM 0 79 6 1 86 7 2 4 25 38 7 64 6 3 80 9 4 3 0 16 220

Total 4 292 24 6 326 16 4 21 43 84 35 240 22 14 311 34 8 12 3 57 778

05:00 PM 0 70 5 0 75 6 2 11 8 27 7 67 8 2 84 3 7 0 0 10 19605:15 PM 1 95 2 4 102 4 5 11 4 24 13 73 6 7 99 12 0 4 0 16 24105:30 PM 2 91 3 1 97 3 5 5 2 15 13 80 10 6 109 10 1 1 0 12 23305:45 PM 1 77 3 4 85 3 2 6 12 23 7 81 6 3 97 12 6 0 1 19 224

Total 4 333 13 9 359 16 14 33 26 89 40 301 30 18 389 37 14 5 1 57 894

Grand Total 17 905 51 17 990 49 36 89 103 277 127 805 76 93 1101 93 33 31 4 161 2529Apprch % 1.7 91.4 5.2 1.7 17.7 13 32.1 37.2 11.5 73.1 6.9 8.4 57.8 20.5 19.3 2.5

Total % 0.7 35.8 2 0.7 39.1 1.9 1.4 3.5 4.1 11 5 31.8 3 3.7 43.5 3.7 1.3 1.2 0.2 6.4Passenger vehicle 17 865 51 17 950 49 33 86 103 271 127 787 75 93 1082 91 30 30 4 155 2458% Passenger vehicle 100 95.6 100 100 96 100 91.7 96.6 100 97.8 100 97.8 98.7 100 98.3 97.8 90.9 96.8 100 96.3 97.2Heavy Vehicle 0 5 0 0 5 0 1 3 0 4 0 4 0 0 4 1 1 0 0 2 15% Heavy Vehicle 0 0.6 0 0 0.5 0 2.8 3.4 0 1.4 0 0.5 0 0 0.4 1.1 3 0 0 1.2 0.6

Bicycle 0 35 0 0 35 0 2 0 0 2 0 14 1 0 15 1 2 1 0 4 56% Bicycle 0 3.9 0 0 3.5 0 5.6 0 0 0.7 0 1.7 1.3 0 1.4 1.1 6.1 3.2 0 2.5 2.2


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05:00 PM 0 70 5 0 75 6 2 11 8 27 7 67 8 2 84 3 7 0 0 10 19605:15 PM 1 95 2 4 102 4 5 11 4 24 13 73 6 7 99 12 0 4 0 16 24105:30 PM 2 91 3 1 97 3 5 5 2 15 13 80 10 6 109 10 1 1 0 12 23305:45 PM 1 77 3 4 85 3 2 6 12 23 7 81 6 3 97 12 6 0 1 19 224

Total Volume 4 333 13 9 359 16 14 33 26 89 40 301 30 18 389 37 14 5 1 57 894% App. Total 1.1 92.8 3.6 2.5 18 15.7 37.1 29.2 10.3 77.4 7.7 4.6 64.9 24.6 8.8 1.8

PHF .500 .876 .650 .563 .880 .667 .700 .750 .542 .824 .769 .929 .750 .643 .892 .771 .500 .313 .250 .750 .927


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Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total03:00 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 203:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

*** BREAK ***03:45 PM 0 1 0 0 1 0 0 2 0 2 0 0 0 0 0 1 0 0 0 1 4

Total 0 3 0 0 3 0 0 2 0 2 0 1 0 0 1 1 0 0 0 1 7

04:00 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2*** BREAK ***

04:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 204:45 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1

Total 0 2 0 0 2 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 5

05:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2*** BREAK ***

05:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1*** BREAK ***

Total 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 3


Total % 0 33.3 0 0 33.3 0 6.7 20 0 26.7 0 26.7 0 0 26.7 6.7 6.7 0 0 13.3






03:45 PM 0 1 0 0 1 0 0 2 0 2 0 0 0 0 0 1 0 0 0 1 404:00 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 204:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2


PHF .000 .750 .000 .000 .750 .000 .000 .250 .000 .250 .000 .500 .000 .000 .500 .250 .000 .000 .000 .250 .500


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File Name : Triangle St at Main St (AM)Site Code : 11Start Date : 10/12/2011Page No : 1

N/S: Triangle Street/Dickinson StreetE/W: Main StreetCity/State: Amherst, MAClient: VHB

Groups Printed- Passenger Vehicle - Heavy Vehicle - BicycleTriangle Street

From NorthMain StreetFrom East

Dickinson StreetFrom South

Main StreetFrom West


Total 11 12 67 2 92 254 199 7 9 469 9 47 13 2 71 3 97 33 1 134 766

08:00 AM 0 5 22 2 29 62 62 1 3 128 3 4 2 0 9 0 37 0 1 38 20408:15 AM 2 4 16 1 23 73 72 3 3 151 2 10 7 2 21 2 28 1 0 31 22608:30 AM 1 7 20 2 30 111 53 1 8 173 5 12 9 0 26 1 30 1 0 32 26108:45 AM 3 9 17 2 31 127 91 2 7 227 5 16 3 0 24 2 30 7 2 41 323

Total 6 25 75 7 113 373 278 7 21 679 15 42 21 2 80 5 125 9 3 142 1014

09:00 AM 2 7 22 3 34 57 64 0 6 127 6 9 4 0 19 5 32 0 0 37 21709:15 AM 3 5 31 2 41 68 54 2 2 126 1 6 5 1 13 2 26 5 1 34 21409:30 AM 0 1 30 0 31 81 56 4 5 146 4 4 3 1 12 3 34 1 0 38 22709:45 AM 3 2 33 0 38 93 60 0 3 156 4 8 0 0 12 3 29 2 1 35 241

Total 8 15 116 5 144 299 234 6 16 555 15 27 12 2 56 13 121 8 2 144 899

Grand Total 25 52 258 14 349 926 711 20 46 1703 39 116 46 6 207 21 343 50 6 420 2679Apprch % 7.2 14.9 73.9 4 54.4 41.7 1.2 2.7 18.8 56 22.2 2.9 5 81.7 11.9 1.4

Total % 0.9 1.9 9.6 0.5 13 34.6 26.5 0.7 1.7 63.6 1.5 4.3 1.7 0.2 7.7 0.8 12.8 1.9 0.2 15.7Passenger Vehicle 22 49 250 14 335 902 673 19 46 1640 39 113 45 6 203 21 306 42 6 375 2553% Passenger Vehicle 88 94.2 96.9 100 96 97.4 94.7 95 100 96.3 100 97.4 97.8 100 98.1 100 89.2 84 100 89.3 95.3Heavy Vehicle 2 2 6 0 10 9 27 0 0 36 0 3 1 0 4 0 23 8 0 31 81% Heavy Vehicle 8 3.8 2.3 0 2.9 1 3.8 0 0 2.1 0 2.6 2.2 0 1.9 0 6.7 16 0 7.4 3

Bicycle 1 1 2 0 4 15 11 1 0 27 0 0 0 0 0 0 14 0 0 14 45% Bicycle 4 1.9 0.8 0 1.1 1.6 1.5 5 0 1.6 0 0 0 0 0 0 4.1 0 0 3.3 1.7


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Main StreetFrom East





08:15 AM 2 4 16 1 23 73 72 3 3 151 2 10 7 2 21 2 28 1 0 31 22608:30 AM 1 7 20 2 30 111 53 1 8 173 5 12 9 0 26 1 30 1 0 32 26108:45 AM 3 9 17 2 31 127 91 2 7 227 5 16 3 0 24 2 30 7 2 41 32309:00 AM 2 7 22 3 34 57 64 0 6 127 6 9 4 0 19 5 32 0 0 37 217

Total Volume 8 27 75 8 118 368 280 6 24 678 18 47 23 2 90 10 120 9 2 141 1027% App. Total 6.8 22.9 63.6 6.8 54.3 41.3 0.9 3.5 20 52.2 25.6 2.2 7.1 85.1 6.4 1.4

PHF .667 .750 .852 .667 .868 .724 .769 .500 .750 .747 .750 .734 .639 .250 .865 .500 .938 .321 .250 .860 .795


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Total 2 1 2 0 5 3 9 0 0 12 0 1 1 0 2 0 6 7 0 13 32

08:00 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 5 0 0 5 708:15 AM 0 0 1 0 1 1 1 0 0 2 0 0 0 0 0 0 2 0 0 2 508:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 308:45 AM 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 2 0 0 2 4

Total 0 1 1 0 2 2 5 0 0 7 0 0 0 0 0 0 10 0 0 10 19

09:00 AM 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 2 0 0 2 409:15 AM 0 0 0 0 0 1 5 0 0 6 0 0 0 0 0 0 1 0 0 1 709:30 AM 0 0 2 0 2 0 4 0 0 4 0 1 0 0 1 0 0 0 0 0 709:45 AM 0 0 1 0 1 2 3 0 0 5 0 1 0 0 1 0 4 1 0 5 12

Total 0 0 3 0 3 4 13 0 0 17 0 2 0 0 2 0 7 1 0 8 30


Total % 2.5 2.5 7.4 0 12.3 11.1 33.3 0 0 44.4 0 3.7 1.2 0 4.9 0 28.4 9.9 0 38.3






07:15 AM 0 0 0 0 0 1 1 0 0 2 0 1 0 0 1 0 1 6 0 7 1007:30 AM 0 0 0 0 0 2 2 0 0 4 0 0 0 0 0 0 2 1 0 3 707:45 AM 2 1 1 0 4 0 5 0 0 5 0 0 1 0 1 0 2 0 0 2 1208:00 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 5 0 0 5 7


PHF .250 .500 .250 .000 .313 .375 .450 .000 .000 .600 .000 .250 .250 .000 .500 .000 .500 .292 .000 .607 .750


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File Name : Triangle St at Main St (PM)Site Code : 11Start Date : 10/24/2011Page No : 1

N/S: Triangle StreetE/W: Main StreetCity/State: Amherst, MAClient: VHB

Groups Printed- Passenger Vehicles - Heavy Vehicles - BicycleTriangle Street



Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total03:00 PM 16 0 89 2 107 45 47 0 3 95 0 72 10 0 82 28403:15 PM 8 0 69 3 80 92 54 0 1 147 0 65 12 0 77 30403:30 PM 12 0 88 2 102 58 53 0 4 115 0 68 16 0 84 30103:45 PM 14 0 59 2 75 52 72 0 0 124 0 73 13 0 86 285

Total 50 0 305 9 364 247 226 0 8 481 0 278 51 0 329 1174

04:00 PM 13 0 62 2 77 46 61 0 4 111 0 69 15 0 84 27204:15 PM 8 0 85 2 95 58 61 0 0 119 0 67 11 1 79 29304:30 PM 13 0 74 4 91 53 52 0 1 106 0 90 18 1 109 30604:45 PM 10 0 96 2 108 60 48 0 1 109 0 74 19 1 94 311

Total 44 0 317 10 371 217 222 0 6 445 0 300 63 3 366 1182

05:00 PM 8 0 106 0 114 54 67 0 0 121 0 79 9 0 88 32305:15 PM 10 0 89 2 101 56 68 0 0 124 0 76 11 0 87 31205:30 PM 7 0 106 1 114 65 49 0 1 115 0 84 9 0 93 32205:45 PM 15 0 75 3 93 58 49 0 3 110 0 67 25 1 93 296

Total 40 0 376 6 422 233 233 0 4 470 0 306 54 1 361 1253

Grand Total 134 0 998 25 1157 697 681 0 18 1396 0 884 168 4 1056 3609Apprch % 11.6 0 86.3 2.2 49.9 48.8 0 1.3 0 83.7 15.9 0.4

Total % 3.7 0 27.7 0.7 32.1 19.3 18.9 0 0.5 38.7 0 24.5 4.7 0.1 29.3Passenger Vehicles 127 0 973 25 1125 688 638 0 18 1344 0 844 166 4 1014 3483

% Passenger Vehicles 94.8 0 97.5 100 97.2 98.7 93.7 0 100 96.3 0 95.5 98.8 100 96 96.5Heavy Vehicles 3 0 18 0 21 8 39 0 0 47 0 24 1 0 25 93

% Heavy Vehicles 2.2 0 1.8 0 1.8 1.1 5.7 0 0 3.4 0 2.7 0.6 0 2.4 2.6Bicycle 4 0 7 0 11 1 4 0 0 5 0 16 1 0 17 33

% Bicycle 3 0 0.7 0 1 0.1 0.6 0 0 0.4 0 1.8 0.6 0 1.6 0.9


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Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. TotalPeak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:45 PM

04:45 PM 10 0 96 2 108 60 48 0 1 109 0 74 19 1 94 31105:00 PM 8 0 106 0 114 54 67 0 0 121 0 79 9 0 88 32305:15 PM 10 0 89 2 101 56 68 0 0 124 0 76 11 0 87 31205:30 PM 7 0 106 1 114 65 49 0 1 115 0 84 9 0 93 322

Total Volume 35 0 397 5 437 235 232 0 2 469 0 313 48 1 362 1268% App. Total 8 0 90.8 1.1 50.1 49.5 0 0.4 0 86.5 13.3 0.3

PHF .875 .000 .936 .625 .958 .904 .853 .000 .500 .946 .000 .932 .632 .250 .963 .981


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Groups Printed- Heavy VehiclesTriangle Street



Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total03:00 PM 0 0 2 0 2 0 5 0 0 5 0 3 1 0 4 1103:15 PM 2 0 3 0 5 3 6 0 0 9 0 3 0 0 3 1703:30 PM 0 0 3 0 3 2 5 0 0 7 0 1 0 0 1 1103:45 PM 0 0 3 0 3 1 2 0 0 3 0 2 0 0 2 8

Total 2 0 11 0 13 6 18 0 0 24 0 9 1 0 10 47

04:00 PM 1 0 2 0 3 0 2 0 0 2 0 2 0 0 2 704:15 PM 0 0 1 0 1 1 3 0 0 4 0 1 0 0 1 604:30 PM 0 0 1 0 1 0 4 0 0 4 0 3 0 0 3 804:45 PM 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 5

Total 1 0 4 0 5 1 13 0 0 14 0 7 0 0 7 26

05:00 PM 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 205:15 PM 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 505:30 PM 0 0 2 0 2 0 3 0 0 3 0 1 0 0 1 605:45 PM 0 0 1 0 1 1 1 0 0 2 0 4 0 0 4 7

Total 0 0 3 0 3 1 8 0 0 9 0 8 0 0 8 20

Grand Total 3 0 18 0 21 8 39 0 0 47 0 24 1 0 25 93Apprch % 14.3 0 85.7 0 17 83 0 0 0 96 4 0

Total % 3.2 0 19.4 0 22.6 8.6 41.9 0 0 50.5 0 25.8 1.1 0 26.9




Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. TotalPeak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 03:00 PM

03:00 PM 0 0 2 0 2 0 5 0 0 5 0 3 1 0 4 1103:15 PM 2 0 3 0 5 3 6 0 0 9 0 3 0 0 3 1703:30 PM 0 0 3 0 3 2 5 0 0 7 0 1 0 0 1 1103:45 PM 0 0 3 0 3 1 2 0 0 3 0 2 0 0 2 8

Total Volume 2 0 11 0 13 6 18 0 0 24 0 9 1 0 10 47% App. Total 15.4 0 84.6 0 25 75 0 0 0 90 10 0

PHF .250 .000 .917 .000 .650 .500 .750 .000 .000 .667 .000 .750 .250 .000 .625 .691


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Pedestrian Counts

File Name : Lincoln Ave and Fearing St (2130-0230)Site Code : 1Start Date : 10/21/2011Page No : 1

N/S: Lincoln AvenueE/W: Fearing StreetCity/State: Amherst, MAClient: VHB

Groups Printed- PedestriansLincoln Avenue




From WestStart Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total09:30 PM 0 1 1 2 0 6 0 6 1 1 0 2 0 0 0 0 1009:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 26 0 26 26

Total 0 1 1 2 0 6 0 6 1 1 0 2 0 26 0 26 36

10:00 PM 0 0 0 0 1 7 0 8 0 0 0 0 4 19 0 23 3110:15 PM 0 0 1 1 0 6 0 6 0 0 0 0 0 9 0 9 1610:30 PM 0 0 7 7 17 13 0 30 0 0 0 0 0 18 8 26 6310:45 PM 4 1 26 31 0 0 0 0 0 0 0 0 0 79 10 89 120

Total 4 1 34 39 18 26 0 44 0 0 0 0 4 125 18 147 230

11:00 PM 0 0 4 4 0 10 0 10 0 0 0 0 0 9 3 12 2611:15 PM 0 0 0 0 1 10 0 11 0 0 1 1 8 23 5 36 4811:30 PM 1 9 0 10 0 12 0 12 0 0 0 0 4 10 0 14 3611:45 PM 0 0 3 3 0 36 0 36 8 0 0 8 0 30 0 30 77

Total 1 9 7 17 1 68 0 69 8 0 1 9 12 72 8 92 187

12:00 AM 0 2 0 2 0 15 0 15 0 0 1 1 0 14 0 14 3212:15 AM 6 2 4 12 0 18 3 21 0 1 2 3 0 18 4 22 5812:30 AM 0 0 13 13 0 31 0 31 0 0 4 4 2 6 2 10 5812:45 AM 0 2 0 2 0 30 0 30 0 0 8 8 0 13 0 13 53

Total 6 6 17 29 0 94 3 97 0 1 15 16 2 51 6 59 201

01:00 AM 0 2 0 2 0 19 0 19 0 0 6 6 5 0 4 9 3601:15 AM 0 0 2 2 1 23 0 24 0 3 3 6 0 7 0 7 3901:30 AM 0 0 0 0 0 21 0 21 1 0 0 1 0 3 0 3 2501:45 AM 0 0 0 0 0 21 0 21 0 0 4 4 0 0 0 0 25

Total 0 2 2 4 1 84 0 85 1 3 13 17 5 10 4 19 125

02:00 AM 0 0 0 0 0 16 0 16 0 0 3 3 2 0 0 2 2102:15 AM 0 0 2 2 0 14 0 14 0 2 1 3 0 0 0 0 19

Grand Total 11 19 63 93 20 308 3 331 10 7 33 50 25 284 36 345 819Apprch % 11.8 20.4 67.7 6 93.1 0.9 20 14 66 7.2 82.3 10.4

Total % 1.3 2.3 7.7 11.4 2.4 37.6 0.4 40.4 1.2 0.9 4 6.1 3.1 34.7 4.4 42.1


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File Name : Lincoln Ave and Fearing St (2130-0230)Site Code : 1Start Date : 10/21/2011Page No : 2

N/S: Lincoln AvenueE/W: Fearing StreetCity/State: Amherst, MAClient: VHB

Lincoln AvenueFrom North




Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 09:30 PM to 02:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 10:30 PM

10:30 PM 0 0 7 7 17 13 0 30 0 0 0 0 0 18 8 26 6310:45 PM 4 1 26 31 0 0 0 0 0 0 0 0 0 79 10 89 12011:00 PM 0 0 4 4 0 10 0 10 0 0 0 0 0 9 3 12 2611:15 PM 0 0 0 0 1 10 0 11 0 0 1 1 8 23 5 36 48

Total Volume 4 1 37 42 18 33 0 51 0 0 1 1 8 129 26 163 257% App. Total 9.5 2.4 88.1 35.3 64.7 0 0 0 100 4.9 79.1 16

PHF .250 .250 .356 .339 .265 .635 .000 .425 .000 .000 .250 .250 .250 .408 .650 .458 .535


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File Name : Fearing St and North Pleasant St (2130-0230)Site Code : 2Start Date : 10/21/2011Page No : 1

N/S: North Pleasant StreetE/W: Fearing StreetCity/State: Amherst, MAClient: VHB

Groups Printed- Pedestrian - North Pleasant Street



From West

Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total09:30 PM 1 6 0 0 7 0 0 0 0 0 0 12 1 0 13 2 0 0 0 2 2209:45 PM 0 19 0 0 19 0 0 0 0 0 0 4 7 0 11 20 0 0 0 20 50

Total 1 25 0 0 26 0 0 0 0 0 0 16 8 0 24 22 0 0 0 22 72

10:00 PM 0 4 0 0 4 0 0 0 0 0 0 4 3 0 7 9 0 2 0 11 2210:15 PM 0 20 0 0 20 0 0 0 0 0 0 2 5 0 7 10 0 0 0 10 3710:30 PM 0 27 0 0 27 0 0 0 0 0 0 3 10 0 13 7 0 2 0 9 4910:45 PM 13 13 0 0 26 0 0 0 0 0 0 17 5 0 22 25 0 25 0 50 98

Total 13 64 0 0 77 0 0 0 0 0 0 26 23 0 49 51 0 29 0 80 206

11:00 PM 4 14 0 0 18 0 0 0 0 0 0 21 0 0 21 9 0 10 0 19 5811:15 PM 0 24 0 0 24 0 0 0 0 0 0 10 10 0 20 8 0 6 0 14 5811:30 PM 8 13 0 0 21 0 0 0 0 0 0 21 8 0 29 5 0 5 0 10 6011:45 PM 0 15 0 0 15 0 0 0 0 0 0 9 6 0 15 17 0 12 0 29 59

Total 12 66 0 0 78 0 0 0 0 0 0 61 24 0 85 39 0 33 0 72 235

12:00 AM 5 18 0 0 23 0 0 0 0 0 0 27 4 0 31 4 0 0 2 6 6012:15 AM 10 25 0 0 35 0 0 0 0 0 0 33 19 0 52 13 0 3 0 16 10312:30 AM 6 17 0 0 23 0 0 0 0 0 0 25 4 0 29 9 0 4 0 13 6512:45 AM 7 14 0 0 21 0 0 0 0 0 0 26 19 0 45 16 0 2 0 18 84

Total 28 74 0 0 102 0 0 0 0 0 0 111 46 0 157 42 0 9 2 53 312

01:00 AM 5 11 0 0 16 0 0 0 0 0 0 20 15 0 35 3 0 0 0 3 5401:15 AM 0 15 0 0 15 0 0 0 0 0 0 12 20 0 32 0 0 0 0 0 4701:30 AM 0 5 0 0 5 0 0 0 0 0 0 9 11 0 20 7 0 0 0 7 3201:45 AM 2 6 0 0 8 0 0 0 0 0 0 15 17 0 32 3 0 0 0 3 43

Total 7 37 0 0 44 0 0 0 0 0 0 56 63 0 119 13 0 0 0 13 176

02:00 AM 0 0 0 0 0 0 0 0 0 0 0 6 15 0 21 0 0 0 0 0 2102:15 AM 0 5 0 0 5 0 0 0 0 0 0 14 7 0 21 1 0 0 0 1 27

Grand Total 61 271 0 0 332 0 0 0 0 0 0 290 186 0 476 168 0 71 2 241 1049Apprch % 18.4 81.6 0 0 0 0 0 0 0 60.9 39.1 0 69.7 0 29.5 0.8

Total % 5.8 25.8 0 0 31.6 0 0 0 0 0 0 27.6 17.7 0 45.4 16 0 6.8 0.2 23Pedestrian 61 271 0 0 332 0 0 0 0 0 0 287 158 0 445 105 0 71 0 176 953

% Pedestrian 100 100 0 0 100 0 0 0 0 0 0 99 84.9 0 93.5 62.5 0 100 0 73 90.80 0 0 0 0 0 0 0 0 0 0 3 28 0 31 63 0 0 2 65 96

% 0 0 0 0 0 0 0 0 0 0 0 1 15.1 0 6.5 37.5 0 0 100 27 9.2


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Crash Analysis

MassDOT Crash Rate Calculations

CITY/TOWN : Amherst, MA COUNT DATE :

DISTRICT : 2 UNSIGNALIZED : SIGNALIZED : X0.67 0.83

~ INTERSECTION DATA ~

MAJOR STREET : Massachusetts Avenue EB

MINOR STREET(S) : North Pleasant Street

North

Massachusetts Avenue

North Pleasant Street

PEAK HOUR VOLUMES1 2 3 4 5

EB WB NB SB

523 387 539 1,449

0.090 16,100

2# OF

YEARS :3

AVERAGE # OF CRASHES PER YEAR (

A ) :0.67

0.11 RATE = ( A * 1,000,000 ) ( V * 365 )

Comments : 2009 - 2011 Umass Police Department Crash DataProject Title & Date: 10858.07 UMASS Amherst Gateway Traffic Study

INTERSECTION CRASH RATE WORKSHEET

INTERSECTIONDIAGRAM

(Label Approaches)

TOTAL # OF CRASHES :

CRASH RATE CALCULATION :

APPROACH : Total Peak Hourly

Approach Volume

DIRECTION :

PEAK HOURLY VOLUMES (PM) :

" K " FACTOR : INTERSECTION ADT ( V ) = TOTAL DAILY APPROACH VOLUME :


DISTRICT : 2 UNSIGNALIZED : X SIGNALIZED :0.67 0.83


MAJOR STREET : Massachusetts Avenue

MINOR STREET(S) : North University Drive

NorthMassachusetts Avenue

North University Drive


EB WB NB SB

346 1,022 327 1,695

0.088 19,261

14# OF

YEARS :3

AVERAGE # OF CRASHES PER YEAR (

A ) :4.67

0.66 RATE = ( A * 1,000,000 ) ( V * 365 )



INTERSECTIONDIAGRAM

(Label Approaches)




Approach Volume

DIRECTION :




DISTRICT : 2 UNSIGNALIZED : SIGNALIZED : X0.67 0.83~ INTERSECTION DATA ~

MAJOR STREET : Massachusetts Avenue

MINOR STREET(S) : Commonwealth Avenue

North Commonwealth Ave

Massachusetts Ave


EB WB NB SB

580 543 974 2,097

0.089 23,562

11# OF

YEARS :3

AVERAGE # OF CRASHES PER YEAR ( A ) :

3.67

0.43 RATE = ( A * 1,000,000 ) ( V * 365 )







INTERSECTIONDIAGRAM

(Label Approaches)


Approach Volume

DIRECTION :




MAJOR STREET : Massachusetts Avenue Eastbound

MINOR STREET(S) : Sunset Avenue

North

Massachusetts Ave EB

Sunset Ave


EB WB NB

553 14 567

0.089 6,371

1# OF

YEARS :3


0.33

0.14 RATE = ( A * 1,000,000 ) ( V * 365 )







INTERSECTIONDIAGRAM

(Label Approaches)


Approach Volume

DIRECTION :





MINOR STREET(S) : Lincoln Avenue

North


Lincoln Ave


EB WB NB SB

540 182 70 792

0.099 8,000

2# OF

YEARS :3


0.67

0.23 RATE = ( A * 1,000,000 ) ( V * 365 )







INTERSECTIONDIAGRAM

(Label Approaches)


Approach Volume

DIRECTION :




MAJOR STREET : Massachusetts Avenue Westbound

MINOR STREET(S) : Presidents Drive Outbound

Presidents DrNorth

Massachusetts Ave WB


EB WB NB SB

454 152 606

0.089 6,809

1# OF

YEARS :3


0.33

0.13 RATE = ( A * 1,000,000 ) ( V * 365 )







INTERSECTIONDIAGRAM

(Label Approaches)


Approach Volume

DIRECTION :





MINOR STREET(S) : Robsham Visitors Center Driveway Exit

North


Robsham Driveway


EB WB NB SB

544 139 683

0.088 7,761

1# OF

YEARS :3


0.33

0.12 RATE = ( A * 1,000,000 ) ( V * 365 )







INTERSECTIONDIAGRAM

(Label Approaches)


Approach Volume

DIRECTION :





MINOR STREET(S) : Robsham Visitors Center Driveway Exit

North


Robsham Driveway


EB WB NB SB

580 69 649

0.088 7,375

1# OF

YEARS :3


0.33

0.12 RATE = ( A * 1,000,000 ) ( V * 365 )







INTERSECTIONDIAGRAM

(Label Approaches)


Approach Volume

DIRECTION :




MAJOR STREET : Massachusetts Avenue Westbound

MINOR STREET(S) : Presidents Drive Inbound

Presidents DrNorth

Massachusetts Ave WB


EB WB NB SB

476 141 617

0.088 7,011

2# OF

YEARS :3


0.67

0.26 RATE = ( A * 1,000,000 ) ( V * 365 )







INTERSECTIONDIAGRAM

(Label Approaches)


Approach Volume

DIRECTION :




MAJOR STREET : Fearing Street

MINOR STREET(S) : Sunset Avenue

Sunset AveNorth

Fearing St


EB WB NB SB

142 136 2 6 286

0.089 3,213

1# OF

YEARS :3


0.33

0.28 RATE = ( A * 1,000,000 ) ( V * 365 )

Comments : 2009-2011 Town of Amherst Police DepartmentProject Title & Date: 10858.07 UMASS Amherst Gateway Traffic Study






INTERSECTIONDIAGRAM

(Label Approaches)


Approach Volume

DIRECTION :





MINOR STREET(S) : Lincoln Ave

Lincoln AveNorth

Fearing St


EB WB NB SB

88 85 57 165 395

0.099 3,990

2# OF

YEARS :3


0.67

0.46 RATE = ( A * 1,000,000 ) ( V * 365 )







INTERSECTIONDIAGRAM

(Label Approaches)


Approach Volume

DIRECTION :





MINOR STREET(S) : North Pleasant Street

N Pleasant StNorth

Fearing St


WB EB NB SB

3 132 396 459 990

0.087 11,379

3# OF

YEARS :3


1.00

0.24 RATE = ( A * 1,000,000 ) ( V * 365 )







INTERSECTIONDIAGRAM

(Label Approaches)


Approach Volume

DIRECTION :




MAJOR STREET : Triangle Street

MINOR STREET(S) : East Pleasant Street

E Pleasant StNorth

Triangle St


SEB NWB NEB SWB

418 287 429 285 1,419

0.075 18,920

7# OF

YEARS :3


2.33

0.34 RATE = ( A * 1,000,000 ) ( V * 365 )







INTERSECTIONDIAGRAM

(Label Approaches)


Approach Volume

DIRECTION :





MINOR STREET(S) : Pray Street

Cottage Street

Triangle StNorth

Cottage StPray St


EB WB NB SB

323 300 53 48 724

0.075 9,653

1# OF

YEARS :3


0.33

0.09 RATE = ( A * 1,000,000 ) ( V * 365 )



Approach Volume

DIRECTION :






INTERSECTIONDIAGRAM

(Label Approaches)





MINOR STREET(S) : Main Street

North

Main Street


EB WB NB SB

367 453 26 478 1,324

0.075 17,653

7# OF

YEARS :3


2.33

0.36 RATE = ( A * 1,000,000 ) ( V * 365 )



Triangle Street


Approach Volume

DIRECTION :




INTERSECTIONDIAGRAM

(Label Approaches)


Trip Generation

ITE Trip Generation Worksheets ITE Shared Trip (Internal Capture Calculations)

Mode Share Data

ITE Trip Generation Worksheets

Background Projects

ITE TRIP GENERATION WORKSHEET(8th Edition, Updated 2008)

LANDUSE: Department Store (non-Christmas)LANDUSE CODE: 875 Independent Variable --- 1,000 Sq. Feet Gross Floor Area

JOB NAME: Gateway FLOOR AREA (KSF): 6.000JOB NUMBER: 10858.07

No-Build

RATES: Total Trip Ends Independent Variable Range# Studies R^2 Average Low High Average Low High Enter Exit

DAILY 5 *** 22.88 16.64 30.94 104 95 126 50% 50%AM PEAK (ADJACENT ST) 6 *** 0.53 0.20 1.30 104 95 126 60% 40%PM PEAK (ADJACENT ST) 9 *** 1.78 1.31 2.69 379 0 2,500 49% 51%

Vehicle Mode Share 70%TRIPS: BY AVERAGE BY REGRESSION BY AVERAGE BY REGRESSION

Total Enter Exit Total Enter Exit Total Enter Exit Total Enter ExitDAILY 137 69 69 N/A N/A N/A 96 48 48 N/A N/A N/A

AM PEAK (ADJACENT ST) 3 2 1 N/A N/A N/A 2 1 1 N/A N/A N/APM PEAK (ADJACENT ST) 11 5 5 N/A N/A N/A 7 4 4 N/A N/A N/A


DAILY 3 *** 25.40 21.73 31.83 97 95.8 98.5 50% 50%PEAK OF GENERATOR 7 *** 2.87 1.68 3.94 97 91.7 103.5 54% 46%

TRIPS: BY AVERAGE BY REGRESSIONTotal Enter Exit Total Enter Exit

DAILY 152 76 76 1,570 785 785PEAK OF GENERATOR 17 9 8 138 74 63


DAILY 0 0.00 0.00 0.00 0.00 0 0 0 0% 0%PEAK OF GENERATOR 0 0.00 0.00 0.00 0.00 0 0 0 0% 0%


DAILY N/A N/A N/A N/A N/A N/APEAK OF GENERATOR N/A N/A N/A N/A N/A N/A

Directional Distribution



WEEKDAY

SATURDAY

SUNDAY

\\vhb\proj\Wat-TS\10858.07\ssheets\Trip_Generation\Ite875_ksf_non-christmas_8th.xls No Build 2/5/2013


LANDUSE: Residential Condominium/TownhouseLANDUSE CODE: 230 Independent Variable --- Dwelling Units

JOB NAME: Gateway Dwelling Units 48JOB NUMBER: 10858.07

No-Build


DAILY 56 0.80 5.81 1.53 11.79 179 0 1,300 50% 50%AM PEAK (ADJACENT ST) 59 0.76 0.44 0.15 1.61 213 0 1,300 17% 83%PM PEAK (ADJACENT ST) 62 0.80 0.52 0.18 1.24 205 0 1,300 67% 33%

Vehicle Mode Share 63.4%TRIPS: BY AVERAGE BY REGRESSION BY AVERAGE BY REGRESSION

Total Enter Exit Total Enter Exit Total Enter Exit Total Enter ExitDAILY 279 139 139 340 170 170 177 88 88 215 108 108

AM PEAK (ADJACENT ST) 21 4 18 29 5 24 13 2 11 18 3 15PM PEAK (ADJACENT ST) 25 17 8 33 22 11 16 11 5 21 14 7


DAILY 30 0.84 5.67 1.17 11.40 209 0 1,300 50% 50%PEAK OF GENERATOR 27 0.84 0.47 0.14 0.93 228 0 1,300 54% 46%


DAILY 272 136 136 602 301 301PEAK OF GENERATOR 23 12 10 57 31 26








WEEKDAY

SATURDAY

SUNDAY

\\vhb\proj\Wat-TS\10858.07\ssheets\Trip_Generation\Ite230_units_8th.xls No Build 2/5/2013

Proposed Projects




SUBAREA: Build-Town Center














WEEKDAYDirectional Distribution

SATURDAYDirectional Distribution

SUNDAYDirectional Distribution

\\vhb\proj\Wat-TS\10858.07\ssheets\Trip_Generation\Ite230_units_8th.xls Build-Town Center Exp 2/5/2013




SUBAREA: Build-Gateway Neighborhood

















\\vhb\proj\Wat-TS\10858.07\ssheets\Trip_Generation\Ite230_units_8th.xls Build-Gateway Neighborhood 2/5/2013




SUBAREA: Build-Gateway

















\\vhb\proj\Wat-TS\10858.07\ssheets\Trip_Generation\Ite230_units_8th.xls Build-Gateway 2/5/2013


LANDUSE: HotelLANDUSE CODE: 310 Independent Variable --- Rooms

JOB NAME: Gateway Rooms: 100 Room estimate based on 111 parking spacesJOB NUMBER: 10858.07

SUBAREA: The Gateway

RATES: Trip Rates Independent Variable Range# Studies R^2 Average Low High Average Low High Enter Exit

DAILY 10 0.98 8.17 3.47 9.58 476 100 1,850 50% 50%AM PEAK (ADJACENT ST) 20 0.75 0.56 0.20 1.03 240 100 500 61% 39%PM PEAK (ADJACENT ST) 25 -- 0.59 0.21 1.03 224 80 500 53% 47%



AM PEAK (ADJACENT ST) 56 34 22 41 25 16 42 26 16 31 19 12PM PEAK (ADJACENT ST) 59 31 28 NA NA NA 44 23 21 NA NA NA












WEEKDAY

SATURDAY

SUNDAY

\\vhb\proj\Wat-TS\10858.07\ssheets\Trip_Generation\Ite310_rooms_8th.xls Build-The Gateway 2/5/2013


LANDUSE: General Office BuildingLANDUSE CODE: 710 Independent Variable --- 1,000 Sq. Feet Gross Floor Area

JOB NAME: Gateway FLOOR AREA (KSF): 48.0JOB NUMBER: 10858.07


DAILY 78 0.80 11.01 3.58 28.80 199 0 1,300 50% 50%AM PEAK 217 0.83 1.55 0.60 5.98 223 0 2,500 88% 12%PM PEAK 235 0.82 1.49 0.49 6.39 216 0 2,500 17% 83%



AM PEAK 74 65 9 104 92 13 52 46 6 73 64 9PM PEAK 71 12 59 133 23 110 50 9 42 93 16 77












WEEKDAY

SATURDAY

SUNDAY

\\vhb\proj\Wat-TS\10858.07\ssheets\Trip_Generation\Ite710_ksf_8th.xls Office - Town Center Build 2/5/2013


LANDUSE: Department Store(non-Christmas)LANDUSE CODE: 875 Independent Variable --- 1,000 Sq. Feet Gross Floor Area

JOB NAME: FLOOR AREA (KSF): 82JOB NUMBER:


DAILY 5 *** 22.88 16.64 30.94 104 80 126 50% 50%AM PEAK (ADJACENT ST) 6 *** 0.53 0.20 1.30 104 80 126 60% 40%PM PEAK (ADJACENT ST) 9 *** 1.78 1.31 2.69 101 92 126 50% 50%


Total Enter Exit Total Enter Exit Total Enter Exit Total Enter ExitDAILY 1,873 936 936 N/A N/A N/A 1311 656 656 N/A N/A N/A





DAILY 2,079 1,040 1,040 8,145 4,072 4,072PEAK OF GENERATOR 235 127 108 752 406 346








\\vhb\proj\Wat-TS\10858.07\ssheets\Trip_Generation\Ite875_ksf_non-christmas_8th.xls Build-Town Center Exp 2/5/2013


LANDUSE: Department Store(non-Christmas)LANDUSE CODE: 875 Independent Variable --- 1,000 Sq. Feet Gross Floor Area

JOB NAME: Gateway FLOOR AREA (KSF): 8JOB NUMBER: 10858.07

Build-Gateway Neighborhood




Total Enter Exit Total Enter Exit Total Enter Exit Total Enter ExitDAILY 183 91 91 N/A N/A N/A 128 64 64 N/A N/A N/A





DAILY 203 102 102 1,881 941 941PEAK OF GENERATOR 23 12 11 166 90 76








\\vhb\proj\Wat-TS\10858.07\ssheets\Trip_Generation\Ite875_ksf_non-christmas_8th.xls Build-Gateway Neighborhood 2/5/2013


LANDUSE: Department Store (non-Christmas)LANDUSE CODE: 875 Independent Variable --- 1,000 Sq. Feet Gross Floor Area

JOB NAME: Gateway FLOOR AREA (KSF): 69JOB NUMBER: 10858.07

Build-The Gateway




Total Enter Exit Total Enter Exit Total Enter Exit Total Enter ExitDAILY 1,589 794 794 N/A N/A N/A 1112 556 556 N/A N/A N/A





DAILY 1,764 882 882 7,342 3,671 3,671PEAK OF GENERATOR 199 108 92 676 365 311








\\vhb\proj\Wat-TS\10858.07\ssheets\Trip_Generation\Ite875_ksf_non-christmas_8th.xls Build-The Gateway 2/5/2013

ITE Shared Trip (Internal Capture Calculations)

Job Name: Gateway Corridor ProjectJob Number: 10858.07

Analyst: HWMDate: 4/3/2012 Land Use A Retail

Time Period: Weekday AM Peak Hour (use Midday rates) ITE LUC 875 Size: 159 KSF

Exit to External Total Internal External16 Enter 27 2 2525 Exit 18 2 16

Enter from External Total 45 4 41% 100% 9% 91%

7% 1 5% 1 4% 1 3% 1Demand Demand Demand Demand

1 1 1 1Balanced Balanced Balanced Balanced


Land Use B Residential Land Use C OfficeITE LUC 230 Size: 290 DU Demand Demand ITE LUC 710 Size: 48 KSF

330 100 RoomsExit to External Total Internal External 0% 0 0% 0 Total Internal External Enter from External

82 Enter 40 1 39 0% 0 0% 0 Enter 46 1 45 4539 Exit 83 1 82 Exit 6 1 5 5

Enter from External Total 123 3 120 Demand Demand Total 52 2 50 Exit to External% 100% 2% 98% % 100% 3% 97%

Net External Trips for Multi-Use DevelopmentLand Use A Land Use B Land Use C Total

Enter 25 39 45 109Exit 16 82 5 103

Total 41 120 50 212 Internal Capture RateSingle-Use Trip Gen. Est. 45 123 52 220 3.8%

Balanced

00

Balanced

\\vhb\proj\Wat-TS\10858.07\ssheets\Trip_Generation\shared_trips_calc.xlsxAM AM

Job Name: Gateway Corridor ProjectJob Number: 10858.07

Analyst: HWMDate: 4/3/2012 Land Use A Retail

Time Period: Weekday PM Peak Hour ITE LUC 875 Size: 159 KSF

Exit to External Total Internal External63 Enter 74 8 6666 Exit 74 11 63

Enter from External Total 148 19 129% 100% 13% 87%


9 7 1 2Balanced Balanced Balanced Balanced


Land Use B Residential Land Use C OfficeITE LUC 230 Size: 290 DU Demand Demand ITE LUC 710 Size: 48 KSF

310 100 roomsExit to External Total Internal External 0% 0 0% 0 Total Internal External Enter from External

46 Enter 87 10 77 2% 2 2% 1 Enter 9 2 7 777 Exit 53 7 46 Exit 42 2 40 40

Enter from External Total 140 16 124 Demand Demand Total 51 5 46 Exit to External% 100% 12% 88% % 100% 9% 91%

Net External Trips for Multi-Use DevelopmentLand Use A Land Use B Land Use C Total

Enter 66 77 7 150Exit 63 46 40 149

Total 129 124 46 299 Internal Capture RateSingle-Use Trip Gen. Est. 148 140 51 339 11.8%

Balanced

01

Balanced

\\vhb\proj\Wat-TS\10858.07\ssheets\Trip_Generation\shared_trips_calc.xlsxPM PM

Mode Share Data

Mode of Amherst Residents to Work2000 Census

Total, Means of Transportatio 17,850Drove alone 9,3952-person carpool 1,1653-person carpool 804-person carpool 405-or-6-person carpool 157-or-more-person carpool 15Bus or trolley bus 1,315Streetcar or trolley car 0Subway or elevated 30Railroad 0Ferryboat 0Bicycle 300 1.8%Walked 4,365 25.8%Taxicab 0Motorcycle 30 0.2%Other means 145 0.9%Worked at home 955 5.7%

16,895

2000 Census Total Drive 2010 ACSDrove Alone 9,395 55.6% 63.4% [10 16+_Mode: Drove alone] 8,204 56.1% 63.4%Carpooled 1,315 7.8% [10 16+_Mode: Carpooled] 1,067 7.3%Public Transit 1,345 8.0% [10 16+_Mode: Public trans] 1,215 8.3%Taxi/Other 4,840 28.6% [10 16+_Mode: Taxi/Other] 4,140 28.3%Total 16,895 100.0% [10 Commuters] 14,626 100.0%

Mode of Non-Amherst Residents to Work in AmherstTotal, Means of Transportatio 21370Drove alone 12645 61.95%2-person carpool 15403-person carpool 1354-person carpool 355-or-6-person carpool 107-or-more-person carpool 10Bus or trolley bus 1430 7.01%Streetcar or trolley car 0Subway or elevated 4Railroad 0Ferryboat 0Bicycle 335 1.64%Walked 4160 20.38%

Taxicab 4 0.53% 109Motorcycle 45Other means 60Worked at home 955

20,413Mode of Non-Amherst Residents to Work in Amherst Total DriveDrove Alone 12,645 61.95% 70.4%Carpooled 1,730 8.47%Public Transit 1,434 7.02%Taxi/Other 4,604 22.55%Total 20,413 100.00%

Capacity Analysis Morning/Evening

Existing Conditions

No-Build Conditions Build Conditions

Weekday Morning Peak Hour

Existing Conditions

UMASS Amherst :: Gateway Study Existing AM Peak Hr 2: Triangle Street & E Pleasant St Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_AM_EX_120612.syn QueuesVHB 2/4/2013

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ø9Lane ConfigurationsVolume (vph) 27 54 103 22 323 26 136 172 15 32 261 86Ideal 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 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 0 275 0 0 320 80 50 95Storage Lanes 0 1 0 0 1 0 1 0Taper Length (ft) 25 25 25 25 25 25 25 25Right Turn on Red Yes Yes Yes YesLink Speed (mph) 30 30 30 30Link Distance (ft) 769 552 449 379Travel Time (s) 17.5 12.5 10.2 8.6Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.87 0.87 0.87 0.74 0.74 0.74 0.85 0.85 0.85 0.85 0.85 0.85Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 13% 13% 13% 0% 0% 0% 9% 9% 9% 2% 2% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 93 118 0 501 0 160 220 0 38 408 0Turn Type Perm pm+ov Perm pm+pt PermProtected Phases 3 2 3 2 1 2 1 9Permitted Phases 3 3 3 1 2 1Detector Phase 3 3 2 3 3 2 1 2 1 1Switch PhaseMinimum Initial (s) 16.0 16.0 13.0 16.0 16.0 13.0 26.0 26.0 7.0Minimum Split (s) 22.0 22.0 19.0 22.0 22.0 19.0 32.0 32.0 15.0Total Split (s) 36.0 36.0 21.0 36.0 36.0 0.0 21.0 59.0 0.0 38.0 38.0 0.0 15.0Total Split (%) 32.7% 32.7% 19.1% 32.7% 32.7% 0.0% 19.1% 53.6% 0.0% 34.5% 34.5% 0.0% 14%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 4.0Lead/Lag Lag Lag Lead LeadLead-Lag Optimize? Yes Yes Yes YesRecall Mode None None None None None None None None Nonev/c Ratio 0.24 0.14 0.83 0.42 0.25 0.11 0.73Control Delay 27.3 3.3 43.5 23.6 13.7 25.8 37.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 27.3 3.3 43.5 23.6 13.7 25.8 37.4Queue Length 50th (ft) 36 0 242 44 61 15 194Queue Length 95th (ft) 95 28 #404 98 129 44 343Internal Link Dist (ft) 689 472 369 299Turn Bay Length (ft) 275 320 50Base Capacity (vph) 389 775 604 412 904 393 636Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.24 0.15 0.83 0.39 0.24 0.10 0.64

Intersection SummaryArea Type: OtherCycle Length: 110Actuated Cycle Length: 92.5Natural Cycle: 90Control Type: Semi Act-Uncoord# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases: 2: Triangle Street & E Pleasant St

UMASS Amherst :: Gateway Study Existing AM Peak Hr 2: Triangle Street & E Pleasant St Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_AM_EX_120612.syn HCM Signalized Intersection Capacity AnalysisVHB 2/4/2013

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 27 54 103 22 323 26 136 172 15 32 261 86Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 0.99 1.00 0.99 1.00 0.96Flt Protected 0.98 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1654 1429 1876 1656 1722 1770 1794Flt Permitted 0.71 1.00 0.98 0.27 1.00 0.61 1.00Satd. Flow (perm) 1190 1429 1841 466 1722 1128 1794Peak-hour factor, PHF 0.87 0.87 0.87 0.74 0.74 0.74 0.85 0.85 0.85 0.85 0.85 0.85Adj. Flow (vph) 31 62 118 30 436 35 160 202 18 38 307 101RTOR Reduction (vph) 0 0 64 0 2 0 0 3 0 0 11 0Lane Group Flow (vph) 0 93 54 0 499 0 160 217 0 38 397 0Heavy Vehicles (%) 13% 13% 13% 0% 0% 0% 9% 9% 9% 2% 2% 2%Turn Type Perm pm+ov Perm pm+pt PermProtected Phases 3 2 3 2 1 2 1Permitted Phases 3 3 3 1 2 1Actuated Green, G (s) 30.2 43.6 30.2 41.6 47.6 28.2 28.2Effective Green, g (s) 30.2 43.6 30.2 41.6 47.6 28.2 28.2Actuated g/C Ratio 0.32 0.46 0.32 0.43 0.50 0.29 0.29Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 376 741 581 369 857 332 529v/s Ratio Prot 0.01 c0.06 0.13 c0.22v/s Ratio Perm 0.08 0.03 c0.27 0.13 0.03v/c Ratio 0.25 0.07 0.86 0.43 0.25 0.11 0.75Uniform Delay, d1 24.3 14.7 30.7 29.3 13.8 24.6 30.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 0.0 12.0 0.8 0.2 0.2 6.0Delay (s) 24.7 14.7 42.8 30.1 14.0 24.8 36.5Level of Service C B D C B C DApproach Delay (s) 19.1 42.8 20.8 35.5Approach LOS B D C D

Intersection SummaryHCM Average Control Delay 32.0 HCM Level of Service CHCM Volume to Capacity ratio 0.74Actuated Cycle Length (s) 95.7 Sum of lost time (s) 23.9Intersection Capacity Utilization 84.8% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

UMASS Amherst :: Gateway Study Existing AM Peak Hr 3: Massachusetts Ave & N University Dr Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_AM_EX_120612.syn HCM Unsignalized Intersection Capacity AnalysisVHB 2/4/2013

Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (veh/h) 730 95 136 122 26 203Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.85 0.85 0.89 0.89 0.73 0.73Hourly flow rate (vph) 859 112 153 137 36 278PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh) 8Median type None NoneMedian storage veh)Upstream signal (ft) 402pX, platoon unblockedvC, conflicting volume 971 1289 485vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 971 1289 485tC, single (s) 4.4 7.0 7.1tC, 2 stage (s)tF (s) 2.3 3.6 3.4p0 queue free % 76 68 45cM capacity (veh/h) 637 111 509

Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1Volume Total 573 398 153 69 69 314Volume Left 0 0 153 0 0 36Volume Right 0 112 0 0 0 278cSH 1700 1700 637 1700 1700 575Volume to Capacity 0.34 0.23 0.24 0.04 0.04 0.55Queue Length 95th (ft) 0 0 23 0 0 82Control Delay (s) 0.0 0.0 12.4 0.0 0.0 23.8Lane LOS B CApproach Delay (s) 0.0 6.6 23.8Approach LOS C

Intersection SummaryAverage Delay 6.0Intersection Capacity Utilization 44.1% ICU Level of Service AAnalysis Period (min) 15

UMASS Amherst :: Gateway Study Existing AM Peak Hr 4: Fearing Street & N University Drive Timing Plan: 10858.07


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (veh/h) 29 47 283 37 37 151Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.61 0.61 0.75 0.75 0.92 0.92Hourly flow rate (vph) 48 77 377 49 40 164PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 647 402 427vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 647 402 427tC, single (s) 6.4 6.2 4.2tC, 2 stage (s)tF (s) 3.5 3.3 2.3p0 queue free % 89 88 96cM capacity (veh/h) 415 642 1106

Direction, Lane # WB 1 NB 1 SB 1Volume Total 125 427 204Volume Left 48 0 40Volume Right 77 49 0cSH 531 1700 1106Volume to Capacity 0.23 0.25 0.04Queue Length 95th (ft) 23 0 3Control Delay (s) 13.8 0.0 1.9Lane LOS B AApproach Delay (s) 13.8 0.0 1.9Approach LOS B


UMASS Amherst :: Gateway Study Existing AM Peak Hr 12: Massachusetts Ave & Commonwealth Ave Timing Plan: 10858.07


Lane Group EBL EBT EBR WBL WBT WBR SBL SBR NWL NWR ø3 ø5Lane ConfigurationsVolume (vph) 586 364 0 0 121 216 75 158 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12 12 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 250 0 0 0 0 0 0 0Storage Lanes 1 0 0 0 1 1 0 0Taper Length (ft) 25 25 25 25 25 25 25 25Right Turn on Red Yes Yes YesLink Speed (mph) 30 30 30 30Link Distance (ft) 402 1042 1142 632Travel Time (s) 9.1 23.7 26.0 14.4Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.85 0.85 0.85 0.84 0.84 0.84 0.86 0.86 0.92 0.92Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 4% 2% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 689 428 0 0 401 0 87 184 0 0Turn Type Prot pt+ovProtected Phases 3 5 2 6 4 5 3 4 3 5Permitted PhasesDetector Phase 3 5 2 6 4 5 3 4Switch PhaseMinimum Initial (s) 10.0 10.0 6.0 6.0 6.0Minimum Split (s) 15.0 15.0 11.0 31.0 11.0Total Split (s) 51.0 43.0 0.0 0.0 23.0 0.0 20.0 71.0 0.0 0.0 31.0 20.0Total Split (%) 54.3% 45.7% 0.0% 0.0% 24.5% 0.0% 21.3% 75.5% 0.0% 0.0% 33% 21%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 4.0 4.0 5.0 4.0 5.0 5.0 4.0 4.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode None None None None Nonev/c Ratio 0.76 0.28 0.57 0.40 0.16Control Delay 21.2 16.2 15.3 38.1 0.9Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 21.2 16.2 15.3 38.1 0.9Queue Length 50th (ft) 222 66 31 37 0Queue Length 95th (ft) 400 114 69 85 14Internal Link Dist (ft) 322 962 1062 552Turn Bay Length (ft) 250Base Capacity (vph) 1122 1854 987 359 1266Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.61 0.23 0.41 0.24 0.15

Intersection SummaryArea Type: OtherCycle Length: 94Actuated Cycle Length: 74.2Natural Cycle: 70Control Type: Actuated-Uncoordinated

Splits and Phases: 12: Massachusetts Ave & Commonwealth Ave

UMASS Amherst :: Gateway Study Existing AM Peak Hr 12: Massachusetts Ave & Commonwealth Ave Timing Plan: 10858.07


Movement EBL EBT EBR WBL WBT WBR SBL SBR NWL NWRLane ConfigurationsVolume (vph) 586 364 0 0 121 216 75 158 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00Frt 1.00 1.00 0.90 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 3539 3199 1736 1553Flt Permitted 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1770 3539 3199 1736 1553Peak-hour factor, PHF 0.85 0.85 0.85 0.84 0.84 0.84 0.86 0.86 0.92 0.92Adj. Flow (vph) 689 428 0 0 144 257 87 184 0 0RTOR Reduction (vph) 0 0 0 0 218 0 0 53 0 0Lane Group Flow (vph) 689 428 0 0 183 0 87 131 0 0Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 4% 4% 2% 2%Turn Type Prot pt+ovProtected Phases 3 5 2 6 4 5 3 4Permitted PhasesActuated Green, G (s) 38.2 31.8 11.3 9.4 52.6Effective Green, g (s) 38.2 31.8 11.3 9.4 52.6Actuated g/C Ratio 0.52 0.43 0.15 0.13 0.71Clearance Time (s) 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 915 1523 489 221 1105v/s Ratio Prot c0.39 0.12 c0.06 c0.05 0.08v/s Ratio Permv/c Ratio 0.75 0.28 0.37 0.39 0.12Uniform Delay, d1 14.1 13.6 28.1 29.6 3.4Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.5 0.1 0.5 1.2 0.0Delay (s) 17.7 13.7 28.6 30.8 3.4Level of Service B B C C AApproach Delay (s) 16.2 28.6 12.2 0.0Approach LOS B C B A

Intersection SummaryHCM Average Control Delay 18.4 HCM Level of Service BHCM Volume to Capacity ratio 0.62Actuated Cycle Length (s) 73.9 Sum of lost time (s) 15.0Intersection Capacity Utilization 60.3% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

UMASS Amherst :: Gateway Study Existing AM Peak Hr 14: Massachusetts Ave EB & Robsham Visitors Center Entrance Timing Plan: 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 0 299 36 0 0 0 0 0 0 24 48 0Sign Control Free Free Stop StopGrade 0% 0% 0% 0%Peak Hour Factor 0.78 0.78 0.78 0.92 0.92 0.92 0.92 0.92 0.92 0.76 0.76 0.76Hourly flow rate (vph) 0 383 46 0 0 0 0 0 0 32 63 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 898pX, platoon unblockedvC, conflicting volume 0 429 438 406 215 192 429 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 429 438 406 215 192 429 0tC, single (s) 4.2 4.1 7.5 6.5 6.9 7.8 6.8 7.2tC, 2 stage (s)tF (s) 2.3 2.2 3.5 4.0 3.3 3.6 4.1 3.4p0 queue free % 100 100 100 100 100 96 87 100cM capacity (veh/h) 1593 1126 453 532 790 719 491 1047

Direction, Lane # EB 1 EB 2 SB 1Volume Total 256 174 95Volume Left 0 0 32Volume Right 0 46 0cSH 1700 1700 549Volume to Capacity 0.15 0.10 0.17Queue Length 95th (ft) 0 0 15Control Delay (s) 0.0 0.0 12.9Lane LOS BApproach Delay (s) 0.0 12.9Approach LOS B


UMASS Amherst :: Gateway Study Existing AM Peak Hr 16: Massachusetts Ave EB & Presidents Dr Timing Plan: 10858.07



Direction, Lane # EB 1 EB 2 NB 1Volume Total 178 230 36Volume Left 63 0 0Volume Right 0 0 14cSH 1622 1700 563Volume to Capacity 0.04 0.14 0.06Queue Length 95th (ft) 3 0 5Control Delay (s) 2.8 0.0 11.8Lane LOS A BApproach Delay (s) 1.2 11.8Approach LOS B


UMASS Amherst :: Gateway Study Existing AM Peak Hr 18: Massachusetts Ave WB & Presidents Dr Out Timing Plan: 10858.07



Direction, Lane # WB 1 WB 2 SB 1Volume Total 184 266 131Volume Left 51 0 0Volume Right 0 0 63cSH 1622 1700 518Volume to Capacity 0.03 0.16 0.25Queue Length 95th (ft) 2 0 25Control Delay (s) 2.2 0.0 14.3Lane LOS A BApproach Delay (s) 0.9 14.3Approach LOS B


UMASS Amherst :: Gateway Study Existing AM Peak Hr 19: Massachusetts Ave WB & Presidents Dr In Timing Plan: 10858.07



Direction, Lane # WB 1 WB 2 NB 1Volume Total 222 292 92Volume Left 0 0 0Volume Right 0 69 0cSH 1607 1700 430Volume to Capacity 0.00 0.17 0.21Queue Length 95th (ft) 0 0 20Control Delay (s) 0.0 0.0 15.7Lane LOS CApproach Delay (s) 0.0 15.7Approach LOS C


UMASS Amherst :: Gateway Study Existing AM Peak Hr 21: Massachusetts Ave & N Pleasant St Timing Plan: 10858.07


Lane Group EBL EBT WBT WBR WBR2 SBL SBR SBR2 SEL SER ø9Lane ConfigurationsVolume (vph) 196 70 0 238 166 99 0 157 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12 12 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 250 180 0 0 0 0Storage Lanes 1 2 1 1 0 0Taper Length (ft) 25 25 25 25 25 25Right Turn on Red Yes Yes YesLink Speed (mph) 30 30 30 30Link Distance (ft) 342 1023 406 364Travel Time (s) 7.8 23.3 9.2 8.3Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.87 0.87 0.89 0.89 0.89 0.84 0.84 0.84 0.92 0.92Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 24% 24% 6% 6% 6% 11% 11% 11% 2% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 225 80 0 267 187 118 0 187 0 0Turn Type Prot custom Over customProtected Phases 1 6 2 4 4 1 4 9Permitted Phases 2Detector Phase 1 6 2 4 4 1 4Switch PhaseMinimum Initial (s) 9.0 10.0 10.0 10.0 10.0 4.0Minimum Split (s) 15.0 16.0 16.0 16.0 16.0 30.0Total Split (s) 15.0 40.0 0.0 25.0 30.0 30.0 0.0 45.0 0.0 0.0 30.0Total Split (%) 15.0% 40.0% 0.0% 25.0% 30.0% 30.0% 0.0% 45.0% 0.0% 0.0% 30%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 4.0 5.0 5.0 5.0 4.0 5.0 4.0 4.0Lead/Lag Lead LagLead-Lag Optimize? YesRecall Mode Max Max Max Max Max Maxv/c Ratio 1.54 0.08 0.50 0.36 0.29 0.30Control Delay 307.5 22.1 39.3 6.7 32.7 3.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 307.5 22.1 39.3 6.7 32.7 3.0Queue Length 50th (ft) ~203 17 86 0 61 0Queue Length 95th (ft) #336 33 129 51 102 18Internal Link Dist (ft) 262 943 326 284Turn Bay Length (ft) 250 180 180Base Capacity (vph) 146 1019 536 521 407 631Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 1.54 0.08 0.50 0.36 0.29 0.30

Intersection SummaryArea Type: OtherCycle Length: 100Actuated Cycle Length: 100Offset: 0 (0%), Referenced to phase 2:WBR and 6:EBT, Start of GreenNatural Cycle: 80Control Type: Pretimed~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Splits and Phases: 21: Massachusetts Ave & N Pleasant St

UMASS Amherst :: Gateway Study Existing AM Peak Hr 21: Massachusetts Ave & N Pleasant St Timing Plan: 10858.07


Movement EBL EBT WBT WBR WBR2 SBL SBR SBR2 SEL SERLane ConfigurationsVolume (vph) 196 70 0 238 166 99 0 157 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.88 1.00 1.00 1.00Frt 1.00 1.00 0.85 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1456 2911 2682 1524 1626 1455Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 1456 2911 2682 1524 1626 1455Peak-hour factor, PHF 0.87 0.87 0.89 0.89 0.89 0.84 0.84 0.84 0.92 0.92Adj. Flow (vph) 225 80 0 267 187 118 0 187 0 0RTOR Reduction (vph) 0 0 0 0 140 0 0 122 0 0Lane Group Flow (vph) 225 80 0 267 47 118 0 65 0 0Heavy Vehicles (%) 24% 24% 6% 6% 6% 11% 11% 11% 2% 2%Turn Type Prot custom Over customProtected Phases 1 6 2 4 4 1 4Permitted Phases 2Actuated Green, G (s) 10.0 35.0 20.0 25.0 25.0 35.0Effective Green, g (s) 10.0 35.0 20.0 25.0 25.0 35.0Actuated g/C Ratio 0.10 0.35 0.20 0.25 0.25 0.35Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 146 1019 536 381 407 509v/s Ratio Prot c0.15 0.03 c0.10 0.03 c0.07 0.04v/s Ratio Permv/c Ratio 1.54 0.08 0.50 0.12 0.29 0.13Uniform Delay, d1 45.0 21.7 35.5 29.0 30.3 22.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 274.6 0.2 3.3 0.7 1.8 0.5Delay (s) 319.6 21.9 38.8 29.7 32.1 22.6Level of Service F C D C C CApproach Delay (s) 241.5 35.1 26.3 0.0Approach LOS F D C A

Intersection SummaryHCM Average Control Delay 91.7 HCM Level of Service FHCM Volume to Capacity ratio 0.59Actuated Cycle Length (s) 100.0 Sum of lost time (s) 45.0Intersection Capacity Utilization 29.5% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

UMASS Amherst :: Gateway Study Existing AM Peak Hr 58: Fearing Street & Lincoln Ave Timing Plan: 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsSign Control Stop Stop Stop StopVolume (vph) 1 11 0 0 19 4 0 153 5 0 6 0Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 1 12 0 0 21 4 0 166 5 0 7 0

Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total (vph) 13 25 172 7Volume Left (vph) 1 0 0 0Volume Right (vph) 0 4 5 0Hadj (s) 0.05 -0.07 0.02 0.03Departure Headway (s) 4.4 4.2 4.0 4.2Degree Utilization, x 0.02 0.03 0.19 0.01Capacity (veh/h) 788 813 881 842Control Delay (s) 7.4 7.4 8.0 7.2Approach Delay (s) 7.4 7.4 8.0 7.2Approach LOS A A A A

Intersection SummaryDelay 7.8HCM Level of Service AIntersection Capacity Utilization 18.4% ICU Level of Service AAnalysis Period (min) 15

UMASS Amherst :: Gateway Study Existing AM Peak Hr 59: Massachusetts Ave EB & Lincoln Ave Timing Plan: 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 66 301 60 0 0 0 0 73 27 7 17 0Sign Control Free Free Stop StopGrade 0% 0% 0% 0%Peak Hour Factor 0.71 0.71 0.71 0.25 0.25 0.25 0.57 0.57 0.57 0.64 0.64 0.64Hourly flow rate (vph) 93 424 85 0 0 0 0 128 47 11 27 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 1070 1282pX, platoon unblockedvC, conflicting volume 0 508 665 652 254 509 694 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 508 665 652 254 509 694 0tC, single (s) 4.2 4.1 7.6 6.6 7.0 7.7 6.7 7.1tC, 2 stage (s)tF (s) 2.2 2.2 3.5 4.0 3.3 3.6 4.1 3.4p0 queue free % 94 100 100 65 94 96 92 100cM capacity (veh/h) 1614 1067 308 361 742 278 327 1056

Direction, Lane # EB 1 EB 2 NB 1 SB 1Volume Total 305 296 175 38Volume Left 93 0 0 11Volume Right 0 85 47 0cSH 1614 1700 420 311Volume to Capacity 0.06 0.17 0.42 0.12Queue Length 95th (ft) 5 0 51 10Control Delay (s) 2.6 0.0 19.6 18.2Lane LOS A C CApproach Delay (s) 1.3 19.6 18.2Approach LOS C C


UMASS Amherst :: Gateway Study Existing AM Peak Hr 60: Pray Street & Triangle St Timing Plan: 10858.07


Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWRLane ConfigurationsVolume (veh/h) 3 9 19 23 9 17 21 92 8 38 365 36Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.65 0.65 0.65 0.82 0.82 0.82 0.76 0.76 0.76 0.76 0.76 0.76Hourly flow rate (vph) 5 14 29 28 11 21 28 121 11 50 480 47PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 552pX, platoon unblockedvC, conflicting volume 812 809 126 822 791 504 528 132vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 812 809 126 822 791 504 528 132tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 98 95 97 89 96 96 97 97cM capacity (veh/h) 266 295 924 261 303 568 1039 1454

Direction, Lane # NB 1 SB 1 SE 1 NW 1Volume Total 48 60 159 578Volume Left 5 28 28 50Volume Right 29 21 11 47cSH 498 332 1039 1454Volume to Capacity 0.10 0.18 0.03 0.03Queue Length 95th (ft) 8 16 2 3Control Delay (s) 13.0 18.2 1.7 1.0Lane LOS B C A AApproach Delay (s) 13.0 18.2 1.7 1.0Approach LOS B C


UMASS Amherst :: Gateway Study Existing AM Peak Hr 61: Massachusetts Ave & Parking Lot 71 Timing Plan: 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 0 0 0 11 271 35 53 80 0 0 12 13Sign Control Free Free Stop StopGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.67 0.67 0.67 0.76 0.76 0.76 0.78 0.78 0.78Hourly flow rate (vph) 0 0 0 16 404 52 70 105 0 0 15 17PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh) 4Median type None NoneMedian storage veh)Upstream signal (ft) 1042 1314pX, platoon unblockedvC, conflicting volume 457 0 243 490 0 516 463 228vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 457 0 243 490 0 516 463 228tC, single (s) 4.1 4.2 7.6 6.6 7.0 7.7 6.7 7.1tC, 2 stage (s)tF (s) 2.2 2.2 3.5 4.0 3.3 3.6 4.1 3.4p0 queue free % 100 99 89 78 100 100 97 98cM capacity (veh/h) 1100 1607 649 468 1078 352 476 756

Direction, Lane # WB 1 WB 2 NB 1 SB 1Volume Total 219 254 175 32Volume Left 16 0 70 0Volume Right 0 52 0 17cSH 1607 1700 527 992Volume to Capacity 0.01 0.15 0.33 0.03Queue Length 95th (ft) 1 0 36 3Control Delay (s) 0.6 0.0 15.2 11.3Lane LOS A C BApproach Delay (s) 0.3 15.2 11.3Approach LOS C B


UMASS Amherst :: Gateway Study Existing AM Peak Hr 71: Fearing Street & N Pleasant St Timing Plan: 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 30 0 35 0 0 0 102 461 0 0 176 16Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.90 0.92 0.90 0.92 0.92 0.92 0.70 0.70 0.92 0.92 0.89 0.89Hourly flow rate (vph) 33 0 39 0 0 0 146 659 0 0 198 18PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 769 1023pX, platoon unblocked 0.75 0.75 0.75 0.75 0.75 0.75vC, conflicting volume 1157 1157 207 1196 1166 659 216 659vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1042 1042 207 1094 1054 377 216 377tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 77 100 95 100 100 100 89 100cM capacity (veh/h) 142 153 831 125 151 502 1342 885

Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 72 0 804 216Volume Left 33 0 146 0Volume Right 39 0 0 18cSH 257 1700 1342 885Volume to Capacity 0.28 0.00 0.11 0.00Queue Length 95th (ft) 28 0 9 0Control Delay (s) 24.4 0.0 2.6 0.0Lane LOS C A AApproach Delay (s) 24.4 0.0 2.6 0.0Approach LOS C A


UMASS Amherst :: Gateway Study Existing AM Peak Hr 81: Massachusetts Ave EB & Sunset Ave Timing Plan: 10858.07


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (veh/h) 419 20 0 0 0 8Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.78 0.78 0.66 0.66 0.50 0.50Hourly flow rate (vph) 537 26 0 0 0 16PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 632pX, platoon unblockedvC, conflicting volume 537 550 281vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 537 550 281tC, single (s) 4.2 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 100 98cM capacity (veh/h) 1013 470 722

Direction, Lane # EB 1 EB 2 NB 1Volume Total 358 205 16Volume Left 0 0 0Volume Right 0 26 16cSH 1700 1700 722Volume to Capacity 0.21 0.12 0.02Queue Length 95th (ft) 0 0 2Control Delay (s) 0.0 0.0 10.1Lane LOS BApproach Delay (s) 0.0 10.1Approach LOS B


UMASS Amherst :: Gateway Study Existing AM Peak Hr 85: Fearing Street & Sunset Ave Timing Plan: 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 0 54 0 0 41 0 0 0 1 0 0 0Sign Control Free Free Stop StopGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 59 0 0 45 0 0 0 1 0 0 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 45 59 103 103 59 104 103 45vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 45 59 103 103 59 104 103 45tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2tC, 2 stage (s)tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3p0 queue free % 100 100 100 100 100 100 100 100cM capacity (veh/h) 1564 1545 877 787 1007 875 787 1025

Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 59 45 1 0Volume Left 0 0 0 0Volume Right 0 0 1 0cSH 1564 1545 1007 1700Volume to Capacity 0.00 0.00 0.00 0.00Queue Length 95th (ft) 0 0 0 0Control Delay (s) 0.0 0.0 8.6 0.0Lane LOS A AApproach Delay (s) 0.0 0.0 8.6 0.0Approach LOS A A


UMASS Amherst :: Gateway Study Existing AM Peak Hr 86: Main Street & Triangle Street Timing Plan: 10858.07


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ø9Lane ConfigurationsVolume (vph) 9 125 5 7 278 373 21 42 15 75 25 6Ideal 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 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 0 0 0 0 0 0 0 0Storage Lanes 0 0 0 1 0 0 0 0Taper Length (ft) 25 25 25 25 25 25 25 25Right Turn on Red Yes Yes Yes YesLink Speed (mph) 30 30 30 30Link Distance (ft) 187 162 163 663Travel Time (s) 4.3 3.7 3.7 15.1Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.89 0.89 0.89 0.75 0.75 0.75 0.75 0.75 0.75 0.91 0.91 0.91Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 7% 7% 7% 2% 2% 2% 2% 2% 2% 2% 2% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 156 0 0 380 497 0 104 0 0 116 0Turn Type Perm Perm Perm Split SplitProtected Phases 3 3 2 2 1 1 9Permitted Phases 3 3 3Detector Phase 3 3 3 3 3 2 2 1 1Switch PhaseMinimum Initial (s) 24.0 24.0 24.0 24.0 24.0 8.0 8.0 10.0 10.0 12.0Minimum Split (s) 28.0 28.0 28.0 28.0 28.0 12.0 12.0 14.0 14.0 22.0Total Split (s) 32.0 32.0 0.0 32.0 32.0 32.0 13.0 13.0 0.0 21.0 21.0 0.0 22.0Total Split (%) 36.4% 36.4% 0.0% 36.4% 36.4% 36.4% 14.8% 14.8% 0.0% 23.9% 23.9% 0.0% 25%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lead LeadLead-Lag Optimize? Yes Yes Yes YesRecall Mode None None None None None None None None None Nonev/c Ratio 0.17 0.39 0.46 0.33 0.30Control Delay 14.5 16.1 3.6 27.8 26.0Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 14.5 16.1 3.6 27.8 26.0Queue Length 50th (ft) 29 81 0 27 32Queue Length 95th (ft) 108 208 20 80 105Internal Link Dist (ft) 107 82 83 583Turn Bay Length (ft)Base Capacity (vph) 990 1063 1120 339 624Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.16 0.36 0.44 0.31 0.19

Intersection SummaryArea Type: OtherCycle Length: 88Actuated Cycle Length: 55.4Natural Cycle: 80Control Type: Semi Act-Uncoord

Splits and Phases: 86: Main Street & Triangle Street

UMASS Amherst :: Gateway Study Existing AM Peak Hr 86: Main Street & Triangle Street Timing Plan: 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 9 125 5 7 278 373 21 42 15 75 25 6Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00Frt 0.99 1.00 0.85 0.97 0.99Flt Protected 1.00 1.00 1.00 0.99 0.97Satd. Flow (prot) 1761 1861 1583 1790 1784Flt Permitted 0.98 0.99 1.00 0.99 0.97Satd. Flow (perm) 1724 1853 1583 1790 1784Peak-hour factor, PHF 0.89 0.89 0.89 0.75 0.75 0.75 0.75 0.75 0.75 0.91 0.91 0.91Adj. Flow (vph) 10 140 6 9 371 497 28 56 20 82 27 7RTOR Reduction (vph) 0 1 0 0 0 265 0 10 0 0 3 0Lane Group Flow (vph) 0 155 0 0 380 232 0 94 0 0 113 0Heavy Vehicles (%) 7% 7% 7% 2% 2% 2% 2% 2% 2% 2% 2% 2%Turn Type Perm Perm Perm Split SplitProtected Phases 3 3 2 2 1 1Permitted Phases 3 3 3Actuated Green, G (s) 27.8 27.8 27.8 6.3 8.0Effective Green, g (s) 27.8 27.8 27.8 6.3 8.0Actuated g/C Ratio 0.47 0.47 0.47 0.11 0.13Clearance Time (s) 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 804 864 738 189 239v/s Ratio Prot c0.05 c0.06v/s Ratio Perm 0.09 c0.21 0.15v/c Ratio 0.19 0.44 0.31 0.50 0.47Uniform Delay, d1 9.3 10.7 9.9 25.2 23.9Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 0.4 0.2 2.1 1.5Delay (s) 9.4 11.0 10.2 27.2 25.3Level of Service A B B C CApproach Delay (s) 9.4 10.6 27.2 25.3Approach LOS A B C C


UMASS Amherst :: Gateway Study Existing AM Peak Hr 91: Massachusetts Ave WB & Parking Lot 34 Timing Plan: 10858.07



Direction, Lane # WB 1 WB 2 NB 1Volume Total 163 267 2Volume Left 29 0 2Volume Right 0 0 0cSH 1622 1700 695Volume to Capacity 0.02 0.16 0.00Queue Length 95th (ft) 1 0 0Control Delay (s) 1.4 0.0 10.2Lane LOS A BApproach Delay (s) 0.5 10.2Approach LOS B


UMASS Amherst :: Gateway Study Existing AM Peak Hr 92: Massachusetts Ave EB & Parking Lot 34 Timing Plan: 10858.07



Direction, Lane # EB 1 EB 2 NB 1 SB 1Volume Total 171 192 3 40Volume Left 1 0 0 4Volume Right 0 22 2 0cSH 1600 1700 721 580Volume to Capacity 0.00 0.11 0.00 0.07Queue Length 95th (ft) 0 0 0 5Control Delay (s) 0.1 0.0 10.0 11.7Lane LOS A B BApproach Delay (s) 0.0 10.0 11.7Approach LOS B B


No-Build Conditions

UMASS Amherst :: Gateway Study No Build AM Peak Hr 2: Triangle Street & E Pleasant St Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_AM_NB_120612.syn QueuesVHB 2/4/2013




UMASS Amherst :: Gateway Study No Build AM Peak Hr 2: Triangle Street & E Pleasant St Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_AM_NB_120612.syn HCM Signalized Intersection Capacity AnalysisVHB 2/4/2013

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 28 55 109 23 351 26 156 181 16 32 268 94Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 0.99 1.00 0.99 1.00 0.96Flt Protected 0.98 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1654 1429 1878 1656 1722 1770 1790Flt Permitted 0.67 1.00 0.98 0.25 1.00 0.59 1.00Satd. Flow (perm) 1121 1429 1843 430 1722 1099 1790Peak-hour factor, PHF 0.87 0.87 0.87 0.74 0.74 0.74 0.85 0.85 0.85 0.85 0.85 0.85Adj. Flow (vph) 32 63 125 31 474 35 184 213 19 38 315 111RTOR Reduction (vph) 0 0 68 0 2 0 0 3 0 0 11 0Lane Group Flow (vph) 0 95 57 0 538 0 184 229 0 38 415 0Heavy Vehicles (%) 13% 13% 13% 0% 0% 0% 9% 9% 9% 2% 2% 2%Turn Type Perm pm+ov Perm pm+pt PermProtected Phases 3 2 3 2 1 2 1Permitted Phases 3 3 3 1 2 1Actuated Green, G (s) 30.2 43.6 30.2 42.1 48.1 28.7 28.7Effective Green, g (s) 30.2 43.6 30.2 42.1 48.1 28.7 28.7Actuated g/C Ratio 0.31 0.45 0.31 0.44 0.50 0.30 0.30Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 352 737 579 359 861 328 534v/s Ratio Prot 0.01 c0.07 0.13 c0.23v/s Ratio Perm 0.08 0.03 c0.29 0.15 0.03v/c Ratio 0.27 0.08 0.93 0.51 0.27 0.12 0.78Uniform Delay, d1 24.7 14.9 32.0 29.9 13.9 24.5 30.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 0.0 21.3 1.2 0.2 0.2 7.0Delay (s) 25.2 14.9 53.3 31.2 14.0 24.7 37.8Level of Service C B D C B C DApproach Delay (s) 19.4 53.3 21.6 36.7Approach LOS B D C D

Intersection SummaryHCM Average Control Delay 36.0 HCM Level of Service DHCM Volume to Capacity ratio 0.79Actuated Cycle Length (s) 96.2 Sum of lost time (s) 23.9Intersection Capacity Utilization 86.3% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

UMASS Amherst :: Gateway Study No Build AM Peak Hr 3: Massachusetts Ave & N University Dr Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_AM_NB_120612.syn HCM Unsignalized Intersection Capacity AnalysisVHB 2/4/2013


Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1Volume Total 622 423 157 66 66 355Volume Left 0 0 157 0 0 32Volume Right 0 112 0 0 0 323cSH 1700 1700 595 1700 1700 528Volume to Capacity 0.37 0.25 0.26 0.04 0.04 0.67Queue Length 95th (ft) 0 0 26 0 0 125Control Delay (s) 0.0 0.0 13.2 0.0 0.0 29.5Lane LOS B DApproach Delay (s) 0.0 7.2 29.5Approach LOS D


UMASS Amherst :: Gateway Study No Build AM Peak Hr 4: Fearing Street & N University Drive Timing Plan: 10858.07





UMASS Amherst :: Gateway Study No Build AM Peak Hr 12: Massachusetts Ave & Commonwealth Ave Timing Plan: 10858.07


Lane Group EBL EBT WBT WBR SBL SBR ø3 ø5Lane ConfigurationsVolume (vph) 681 365 117 271 80 162Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12Grade (%) 0% 0% 0%Storage Length (ft) 250 0 0 0Storage Lanes 1 0 1 1Taper Length (ft) 25 25 25 25Right Turn on Red Yes YesLink Speed (mph) 30 30 30Link Distance (ft) 402 632 1142Travel Time (s) 9.1 14.4 26.0Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.85 0.85 0.92 0.92 0.86 0.86Growth Factor 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 2% 2% 2% 2% 4% 4%Bus Blockages (#/hr) 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 801 429 422 0 93 188Turn Type Prot pt+ovProtected Phases 3 5 2 6 4 3 4 5 3 5Permitted PhasesDetector Phase 3 5 2 6 4 3 4 5Switch PhaseMinimum Initial (s) 10.0 10.0 6.0 6.0 6.0Minimum Split (s) 15.0 15.0 11.0 31.0 11.0Total Split (s) 51.0 43.0 23.0 0.0 20.0 71.0 31.0 20.0Total Split (%) 54.3% 45.7% 24.5% 0.0% 21.3% 75.5% 33% 21%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 4.0 5.0 5.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes YesRecall Mode None None None None Nonev/c Ratio 0.83 0.30 0.60 0.44 0.16Control Delay 25.5 18.2 14.5 40.7 0.9Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 25.5 18.2 14.5 40.7 0.9Queue Length 50th (ft) 291 79 31 44 0Queue Length 95th (ft) #575 115 77 90 14Internal Link Dist (ft) 322 552 1062Turn Bay Length (ft) 250Base Capacity (vph) 1036 1711 953 331 1266Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.77 0.25 0.44 0.28 0.15

Intersection SummaryArea Type: OtherCycle Length: 94Actuated Cycle Length: 79.5Natural Cycle: 70Control Type: Actuated-Uncoordinated# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.


UMASS Amherst :: Gateway Study No Build AM Peak Hr 12: Massachusetts Ave & Commonwealth Ave Timing Plan: 10858.07


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 681 365 117 271 80 162Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00Frt 1.00 1.00 0.90 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 3539 3168 1736 1553Flt Permitted 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1770 3539 3168 1736 1553Peak-hour factor, PHF 0.85 0.85 0.92 0.92 0.86 0.86Adj. Flow (vph) 801 429 127 295 93 188RTOR Reduction (vph) 0 0 253 0 0 51Lane Group Flow (vph) 801 429 169 0 93 137Heavy Vehicles (%) 2% 2% 2% 2% 4% 4%Turn Type Prot pt+ovProtected Phases 3 5 2 6 4 3 4 5Permitted PhasesActuated Green, G (s) 43.3 31.6 11.4 9.7 58.0Effective Green, g (s) 43.3 31.6 11.4 9.7 58.0Actuated g/C Ratio 0.55 0.40 0.14 0.12 0.73Clearance Time (s) 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 965 1408 455 212 1134v/s Ratio Prot c0.45 0.12 c0.05 c0.05 0.09v/s Ratio Permv/c Ratio 0.83 0.30 0.37 0.44 0.12Uniform Delay, d1 15.0 16.4 30.8 32.3 3.2Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 6.1 0.1 0.5 1.5 0.0Delay (s) 21.1 16.5 31.3 33.8 3.2Level of Service C B C C AApproach Delay (s) 19.5 31.3 13.3Approach LOS B C B

Intersection SummaryHCM Average Control Delay 21.2 HCM Level of Service CHCM Volume to Capacity ratio 0.69Actuated Cycle Length (s) 79.4 Sum of lost time (s) 15.0Intersection Capacity Utilization 67.2% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

UMASS Amherst :: Gateway Study No Build AM Peak Hr 14: Massachusetts Ave & Robsham Visitors Center Entrance Timing Plan: 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 0 305 36 36 334 0 0 0 0 24 13 34Sign Control Free Free Stop StopGrade 0% 0% 0% 0%Peak Hour Factor 0.78 0.78 0.78 0.92 0.92 0.92 0.92 0.92 0.92 0.76 0.76 0.76Hourly flow rate (vph) 0 391 46 39 363 0 0 0 0 32 17 45PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 898pX, platoon unblocked 0.90 0.90 0.90 0.90 0.90 0.90vC, conflicting volume 363 437 909 855 414 855 878 363vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 235 437 842 783 414 783 808 235tC, single (s) 4.2 4.1 7.1 6.5 6.2 7.2 6.6 6.3tC, 2 stage (s)tF (s) 2.3 2.2 3.5 4.0 3.3 3.6 4.1 3.4p0 queue free % 100 97 100 100 100 88 93 94cM capacity (veh/h) 1177 1123 221 282 638 260 261 697

Direction, Lane # EB 1 WB 1 SB 1Volume Total 437 402 93Volume Left 0 39 32Volume Right 46 0 45cSH 1700 1123 372Volume to Capacity 0.26 0.03 0.25Queue Length 95th (ft) 0 3 24Control Delay (s) 0.0 1.1 17.9Lane LOS A CApproach Delay (s) 0.0 1.1 17.9Approach LOS C


UMASS Amherst :: Gateway Study No Build AM Peak Hr 16: Massachusetts Ave & Presidents Dr Timing Plan: 10858.07



Direction, Lane # EB 1 WB 1 NB 1Volume Total 416 459 36Volume Left 63 0 0Volume Right 0 55 14cSH 1094 1700 321Volume to Capacity 0.06 0.27 0.11Queue Length 95th (ft) 5 0 9Control Delay (s) 1.8 0.0 17.7Lane LOS A CApproach Delay (s) 1.8 0.0 17.7Approach LOS C


UMASS Amherst :: Gateway Study No Build AM Peak Hr 21: Massachusetts Ave & N Pleasant St Timing Plan: 10858.07


Lane Group EBL EBT WBT WBR SBL SBR ø9Lane ConfigurationsVolume (vph) 196 76 290 169 100 157Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12Grade (%) 0% 0% 0%Storage Length (ft) 250 180 0 0Storage Lanes 1 2 1 1Taper Length (ft) 25 25 25 25Right Turn on Red Yes YesLink Speed (mph) 30 30 30Link Distance (ft) 342 1023 406Travel Time (s) 7.8 23.3 9.2Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.87 0.87 0.89 0.89 0.84 0.84Growth Factor 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 24% 24% 6% 6% 11% 11%Bus Blockages (#/hr) 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 225 87 326 190 119 187Turn Type Prot Over pt+ovProtected Phases 1 6 2 4 4 1 4 9Permitted PhasesDetector Phase 1 6 2 4 4 1 4Switch PhaseMinimum Initial (s) 9.0 10.0 4.0 10.0 10.0 4.0Minimum Split (s) 15.0 16.0 20.0 16.0 16.0 30.0Total Split (s) 15.0 40.0 25.0 30.0 30.0 45.0 30.0Total Split (%) 15.0% 40.0% 25.0% 30.0% 30.0% 45.0% 30%Yellow Time (s) 3.0 3.0 3.5 3.0 3.0 2.0All-Red Time (s) 2.0 2.0 0.5 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 4.0 5.0 5.0 5.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode Max Max Max Max Max Maxv/c Ratio 1.54 0.09 0.46 0.36 0.29 0.30Control Delay 307.5 22.1 36.9 6.7 32.7 3.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 307.5 22.1 36.9 6.7 32.7 3.0Queue Length 50th (ft) ~203 19 96 0 62 0Queue Length 95th (ft) #336 35 137 51 104 18Internal Link Dist (ft) 262 943 326Turn Bay Length (ft) 250 180Base Capacity (vph) 146 1019 715 524 407 631Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 1.54 0.09 0.46 0.36 0.29 0.30

Intersection SummaryArea Type: OtherCycle Length: 100Actuated Cycle Length: 100Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of GreenNatural Cycle: 85Control Type: Pretimed~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.


UMASS Amherst :: Gateway Study No Build AM Peak Hr 21: Massachusetts Ave & N Pleasant St Timing Plan: 10858.07


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 196 76 290 169 100 157Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 4.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1456 2911 3406 1524 1626 1455Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 1456 2911 3406 1524 1626 1455Peak-hour factor, PHF 0.87 0.87 0.89 0.89 0.84 0.84Adj. Flow (vph) 225 87 326 190 119 187RTOR Reduction (vph) 0 0 0 143 0 122Lane Group Flow (vph) 225 87 326 48 119 65Heavy Vehicles (%) 24% 24% 6% 6% 11% 11%Turn Type Prot Over pt+ovProtected Phases 1 6 2 4 4 1 4Permitted PhasesActuated Green, G (s) 10.0 35.0 21.0 25.0 25.0 35.0Effective Green, g (s) 10.0 35.0 21.0 25.0 25.0 35.0Actuated g/C Ratio 0.10 0.35 0.21 0.25 0.25 0.35Clearance Time (s) 5.0 5.0 4.0 5.0 5.0Lane Grp Cap (vph) 146 1019 715 381 407 509v/s Ratio Prot c0.15 0.03 c0.10 0.03 c0.07 0.04v/s Ratio Permv/c Ratio 1.54 0.09 0.46 0.12 0.29 0.13Uniform Delay, d1 45.0 21.8 34.5 29.0 30.3 22.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 274.6 0.2 2.1 0.7 1.8 0.5Delay (s) 319.6 21.9 36.6 29.7 32.2 22.6Level of Service F C D C C CApproach Delay (s) 236.6 34.1 26.3Approach LOS F C C


UMASS Amherst :: Gateway Study No Build AM Peak Hr 58: Fearing Street & Lincoln Ave Timing Plan: 10858.07





UMASS Amherst :: Gateway Study No Build AM Peak Hr 59: Massachusetts Ave & Lincoln Ave Timing Plan: 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 66 307 60 11 322 35 53 20 27 7 6 13Sign Control Free Free Stop StopGrade 0% 0% 0% 0%Peak Hour Factor 0.71 0.71 0.71 0.25 0.25 0.25 0.57 0.57 0.57 0.64 0.64 0.64Hourly flow rate (vph) 93 432 85 44 1288 140 93 35 47 11 9 20PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 1070 1282pX, platoon unblocked 0.95 0.90 0.93 0.93 0.90 0.93 0.93 0.95vC, conflicting volume 1428 517 2062 2177 475 2129 2149 1358vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1424 412 1974 2098 366 2047 2068 1350tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.2 6.6 6.3tC, 2 stage (s)tF (s) 2.2 2.2 3.5 4.0 3.3 3.6 4.1 3.4p0 queue free % 79 96 0 4 92 0 74 88cM capacity (veh/h) 449 1046 25 37 612 4 36 166

Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1Volume Total 93 517 44 1428 175 41Volume Left 93 0 44 0 93 11Volume Right 0 85 0 140 47 20cSH 449 1700 1046 1700 37 12Volume to Capacity 0.21 0.30 0.04 0.84 4.77 3.27Queue Length 95th (ft) 19 0 3 0 Err ErrControl Delay (s) 15.1 0.0 8.6 0.0 Err ErrLane LOS C A F FApproach Delay (s) 2.3 0.3 Err ErrApproach LOS F F


UMASS Amherst :: Gateway Study No Build AM Peak Hr 60: Pray Street & Triangle St Timing Plan: 10858.07





UMASS Amherst :: Gateway Study No Build AM Peak Hr 71: Fearing Street & N Pleasant St Timing Plan: 10858.07



Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 73 0 884 224Volume Left 33 0 147 0Volume Right 40 0 0 18cSH 216 1700 1333 804Volume to Capacity 0.34 0.00 0.11 0.00Queue Length 95th (ft) 36 0 9 0Control Delay (s) 30.1 0.0 2.6 0.0Lane LOS D A AApproach Delay (s) 30.1 0.0 2.6 0.0Approach LOS D A

Intersection SummaryAverage Delay 3.8Intersection Capacity Utilization 57.3% ICU Level of Service BAnalysis Period (min) 15

UMASS Amherst :: Gateway Study No Build AM Peak Hr 81: Massachusetts Ave & Sunset Ave Timing Plan: 10858.07


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (veh/h) 425 20 0 388 0 8Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.78 0.78 0.66 0.66 0.50 0.50Hourly flow rate (vph) 545 26 0 588 0 16PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 632pX, platoon unblocked 0.85 0.85 0.85vC, conflicting volume 545 1146 558vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 378 1084 393tC, single (s) 4.1 6.4 6.2tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 100 97cM capacity (veh/h) 996 206 562

Direction, Lane # EB 1 WB 1 NB 1Volume Total 571 588 16Volume Left 0 0 0Volume Right 26 0 16cSH 1700 1700 562Volume to Capacity 0.34 0.35 0.03Queue Length 95th (ft) 0 0 2Control Delay (s) 0.0 0.0 11.6Lane LOS BApproach Delay (s) 0.0 0.0 11.6Approach LOS B


UMASS Amherst :: Gateway Study No Build AM Peak Hr 85: Fearing Street & Sunset Ave Timing Plan: 10858.07





UMASS Amherst :: Gateway Study No Build AM Peak Hr 86: Main Street & Triangle Street Timing Plan: 10858.07


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ø9Lane ConfigurationsVolume (vph) 10 125 5 7 278 397 21 45 15 77 25 6Ideal 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 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 0 0 0 0 0 0 0 0Storage Lanes 0 0 0 1 0 0 0 0Taper Length (ft) 25 25 25 25 25 25 25 25Right Turn on Red Yes Yes Yes YesLink Speed (mph) 30 30 30 30Link Distance (ft) 187 162 163 663Travel Time (s) 4.3 3.7 3.7 15.1Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.89 0.89 0.89 0.75 0.75 0.75 0.75 0.75 0.75 0.91 0.91 0.91Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 7% 7% 7% 2% 2% 2% 2% 2% 2% 2% 2% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 157 0 0 380 529 0 108 0 0 119 0Turn Type Perm Perm Perm Split SplitProtected Phases 3 3 2 2 1 1 9Permitted Phases 3 3 3Detector Phase 3 3 3 3 3 2 2 1 1Switch PhaseMinimum Initial (s) 24.0 24.0 24.0 24.0 24.0 8.0 8.0 10.0 10.0 12.0Minimum Split (s) 28.0 28.0 28.0 28.0 28.0 12.0 12.0 14.0 14.0 22.0Total Split (s) 32.0 32.0 0.0 32.0 32.0 32.0 13.0 13.0 0.0 21.0 21.0 0.0 22.0Total Split (%) 36.4% 36.4% 0.0% 36.4% 36.4% 36.4% 14.8% 14.8% 0.0% 23.9% 23.9% 0.0% 25%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lead LeadLead-Lag Optimize? Yes Yes Yes YesRecall Mode None None None None None None None None None Nonev/c Ratio 0.17 0.39 0.49 0.34 0.31Control Delay 14.5 16.1 3.7 28.5 26.2Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 14.5 16.1 3.7 28.5 26.2Queue Length 50th (ft) 29 81 0 29 33Queue Length 95th (ft) 109 208 20 83 107Internal Link Dist (ft) 107 82 83 583Turn Bay Length (ft)Base Capacity (vph) 983 1059 1131 337 621Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.16 0.36 0.47 0.32 0.19



UMASS Amherst :: Gateway Study No Build AM Peak Hr 86: Main Street & Triangle Street Timing Plan: 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 10 125 5 7 278 397 21 45 15 77 25 6Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00Frt 0.99 1.00 0.85 0.97 0.99Flt Protected 1.00 1.00 1.00 0.99 0.97Satd. Flow (prot) 1760 1861 1583 1793 1784Flt Permitted 0.97 0.99 1.00 0.99 0.97Satd. Flow (perm) 1719 1853 1583 1793 1784Peak-hour factor, PHF 0.89 0.89 0.89 0.75 0.75 0.75 0.75 0.75 0.75 0.91 0.91 0.91Adj. Flow (vph) 11 140 6 9 371 529 28 60 20 85 27 7RTOR Reduction (vph) 0 1 0 0 0 282 0 9 0 0 3 0Lane Group Flow (vph) 0 156 0 0 380 247 0 99 0 0 116 0Heavy Vehicles (%) 7% 7% 7% 2% 2% 2% 2% 2% 2% 2% 2% 2%Turn Type Perm Perm Perm Split SplitProtected Phases 3 3 2 2 1 1Permitted Phases 3 3 3Actuated Green, G (s) 28.0 28.0 28.0 6.3 8.1Effective Green, g (s) 28.0 28.0 28.0 6.3 8.1Actuated g/C Ratio 0.47 0.47 0.47 0.11 0.14Clearance Time (s) 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 804 866 740 189 241v/s Ratio Prot c0.06 c0.07v/s Ratio Perm 0.09 c0.21 0.16v/c Ratio 0.19 0.44 0.33 0.52 0.48Uniform Delay, d1 9.3 10.7 10.1 25.4 24.0Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 0.4 0.3 2.6 1.5Delay (s) 9.5 11.0 10.3 28.0 25.5Level of Service A B B C CApproach Delay (s) 9.5 10.6 28.0 25.5Approach LOS A B C C


UMASS Amherst :: Gateway Study No Build AM Peak Hr 92: Massachusetts Ave & Parking Lot 34 Timing Plan: 10858.07


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (veh/h) 268 17 27 420 1 2Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.77 0.77 0.92 0.92 0.92 0.92Hourly flow rate (vph) 348 22 29 457 1 2PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 342pX, platoon unblocked 0.88vC, conflicting volume 370 874 359vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 370 793 359tC, single (s) 4.1 6.4 6.2tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 98 100 100cM capacity (veh/h) 1188 309 685

Direction, Lane # EB 1 WB 1 NB 1Volume Total 370 486 3Volume Left 0 29 1Volume Right 22 0 2cSH 1700 1188 487Volume to Capacity 0.22 0.02 0.01Queue Length 95th (ft) 0 2 1Control Delay (s) 0.0 0.7 12.4Lane LOS A BApproach Delay (s) 0.0 0.7 12.4Approach LOS B


Build Conditions

UMASS Amherst :: Gateway Study Build AM Peak Hr 2: Triangle Street & E Pleasant St Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_AM_Build_120612.syn QueuesVHB 2/4/2013




UMASS Amherst :: Gateway Study Build AM Peak Hr 2: Triangle Street & E Pleasant St Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_AM_Build_120612.syn HCM Signalized Intersection Capacity AnalysisVHB 2/4/2013

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 29 76 147 23 364 26 185 182 16 32 269 95Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 0.99 1.00 0.99 1.00 0.96Flt Protected 0.99 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1659 1429 1879 1656 1722 1770 1790Flt Permitted 0.68 1.00 0.98 0.24 1.00 0.59 1.00Satd. Flow (perm) 1141 1429 1842 424 1722 1097 1790Peak-hour factor, PHF 0.87 0.87 0.87 0.74 0.74 0.74 0.85 0.85 0.85 0.85 0.85 0.85Adj. Flow (vph) 33 87 169 31 492 35 218 214 19 38 316 112RTOR Reduction (vph) 0 0 92 0 2 0 0 3 0 0 11 0Lane Group Flow (vph) 0 120 77 0 556 0 218 230 0 38 417 0Heavy Vehicles (%) 13% 13% 13% 0% 0% 0% 9% 9% 9% 2% 2% 2%Turn Type Perm pm+ov Perm pm+pt PermProtected Phases 3 2 3 2 1 2 1Permitted Phases 3 3 3 1 2 1Actuated Green, G (s) 30.2 43.9 30.2 42.5 48.5 28.8 28.8Effective Green, g (s) 30.2 43.9 30.2 42.5 48.5 28.8 28.8Actuated g/C Ratio 0.31 0.45 0.31 0.44 0.50 0.30 0.30Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 357 738 576 361 865 327 534v/s Ratio Prot 0.01 c0.09 0.13 c0.23v/s Ratio Perm 0.11 0.04 c0.30 0.18 0.03v/c Ratio 0.34 0.10 0.97 0.60 0.27 0.12 0.78Uniform Delay, d1 25.5 15.1 32.7 30.4 13.8 24.6 31.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 0.1 28.7 2.8 0.2 0.2 7.3Delay (s) 26.1 15.2 61.3 33.2 14.0 24.8 38.3Level of Service C B E C B C DApproach Delay (s) 19.7 61.3 23.3 37.2Approach LOS B E C D

Intersection SummaryHCM Average Control Delay 38.4 HCM Level of Service DHCM Volume to Capacity ratio 0.82Actuated Cycle Length (s) 96.6 Sum of lost time (s) 23.9Intersection Capacity Utilization 87.0% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

UMASS Amherst :: Gateway Study Build AM Peak Hr 3: Massachusetts Ave & N University Dr Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_AM_Build_120612.syn HCM Unsignalized Intersection Capacity AnalysisVHB 2/4/2013


Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1Volume Total 628 426 157 70 70 355Volume Left 0 0 157 0 0 32Volume Right 0 112 0 0 0 323cSH 1700 1700 589 1700 1700 524Volume to Capacity 0.37 0.25 0.27 0.04 0.04 0.68Queue Length 95th (ft) 0 0 27 0 0 127Control Delay (s) 0.0 0.0 13.3 0.0 0.0 30.1Lane LOS B DApproach Delay (s) 0.0 7.0 30.1Approach LOS D


UMASS Amherst :: Gateway Study Build AM Peak Hr 4: Fearing Street & N University Drive Timing Plan: 10858.07





UMASS Amherst :: Gateway Study Build AM Peak Hr 12: Massachusetts Ave & Commonwealth Ave Timing Plan: 10858.07


Lane Group EBL EBT WBT WBR SBL SBR ø3 ø5Lane ConfigurationsVolume (vph) 681 373 124 310 122 162Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12Grade (%) 0% 0% 0%Storage Length (ft) 250 0 0 0Storage Lanes 1 0 1 1Taper Length (ft) 25 25 25 25Right Turn on Red Yes YesLink Speed (mph) 30 30 30Link Distance (ft) 402 632 1142Travel Time (s) 9.1 14.4 26.0Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.85 0.85 0.92 0.92 0.86 0.86Growth Factor 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 2% 2% 2% 2% 4% 4%Bus Blockages (#/hr) 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 801 439 472 0 142 188Turn Type Prot pt+ovProtected Phases 3 5 2 6 4 3 4 5 3 5Permitted PhasesDetector Phase 3 5 2 6 4 3 4 5Switch PhaseMinimum Initial (s) 10.0 10.0 6.0 6.0 6.0Minimum Split (s) 15.0 15.0 11.0 31.0 11.0Total Split (s) 51.0 43.0 23.0 0.0 20.0 71.0 31.0 20.0Total Split (%) 54.3% 45.7% 24.5% 0.0% 21.3% 75.5% 33% 21%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 4.0 5.0 5.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes Yes Yes YesRecall Mode None None None None Nonev/c Ratio 0.85 0.32 0.63 0.58 0.16Control Delay 28.6 19.2 14.6 44.5 0.9Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 28.6 19.2 14.6 44.5 0.9Queue Length 50th (ft) 318 86 34 70 0Queue Length 95th (ft) #605 120 82 131 15Internal Link Dist (ft) 322 552 1062Turn Bay Length (ft) 250Base Capacity (vph) 999 1650 961 320 1231Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.80 0.27 0.49 0.44 0.15

Intersection SummaryArea Type: OtherCycle Length: 94Actuated Cycle Length: 82.5Natural Cycle: 70Control Type: Actuated-Uncoordinated# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.


UMASS Amherst :: Gateway Study Build AM Peak Hr 12: Massachusetts Ave & Commonwealth Ave Timing Plan: 10858.07


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 681 373 124 310 122 162Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00Frt 1.00 1.00 0.89 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 3539 3160 1736 1553Flt Permitted 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1770 3539 3160 1736 1553Peak-hour factor, PHF 0.85 0.85 0.92 0.92 0.86 0.86Adj. Flow (vph) 801 439 135 337 142 188RTOR Reduction (vph) 0 0 288 0 0 50Lane Group Flow (vph) 801 439 184 0 142 138Heavy Vehicles (%) 2% 2% 2% 2% 4% 4%Turn Type Prot pt+ovProtected Phases 3 5 2 6 4 3 4 5Permitted PhasesActuated Green, G (s) 43.8 32.2 11.9 11.6 60.4Effective Green, g (s) 43.8 32.2 11.9 11.6 60.4Actuated g/C Ratio 0.53 0.39 0.14 0.14 0.73Clearance Time (s) 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 942 1385 457 245 1140v/s Ratio Prot c0.45 0.12 c0.06 c0.08 0.09v/s Ratio Permv/c Ratio 0.85 0.32 0.40 0.58 0.12Uniform Delay, d1 16.4 17.4 32.0 33.1 3.2Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 7.4 0.1 0.6 3.3 0.0Delay (s) 23.9 17.5 32.6 36.4 3.2Level of Service C B C D AApproach Delay (s) 21.6 32.6 17.5Approach LOS C C B

Intersection SummaryHCM Average Control Delay 23.5 HCM Level of Service CHCM Volume to Capacity ratio 0.72Actuated Cycle Length (s) 82.3 Sum of lost time (s) 15.0Intersection Capacity Utilization 70.4% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

UMASS Amherst :: Gateway Study Build AM Peak Hr 14: Massachusetts Ave & Robsham Visitors Center Entrance Timing Plan: 10858.07



Direction, Lane # EB 1 WB 1 SB 1Volume Total 501 452 88Volume Left 0 39 28Volume Right 46 0 45cSH 1700 1063 326Volume to Capacity 0.29 0.04 0.27Queue Length 95th (ft) 0 3 27Control Delay (s) 0.0 1.1 20.1Lane LOS A CApproach Delay (s) 0.0 1.1 20.1Approach LOS C


UMASS Amherst :: Gateway Study Build AM Peak Hr 16: Massachusetts Ave & Presidents Dr Timing Plan: 10858.07



Direction, Lane # EB 1 WB 1 NB 1Volume Total 480 509 36Volume Left 63 0 0Volume Right 0 55 14cSH 1042 1700 271Volume to Capacity 0.06 0.30 0.13Queue Length 95th (ft) 5 0 11Control Delay (s) 1.8 0.0 20.3Lane LOS A CApproach Delay (s) 1.8 0.0 20.3Approach LOS C


UMASS Amherst :: Gateway Study Build AM Peak Hr 21: Massachusetts Ave & N Pleasant St Timing Plan: 10858.07


Lane Group EBL EBT WBT WBR SBL SBR ø9Lane ConfigurationsVolume (vph) 196 126 336 175 107 157Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12Grade (%) 0% 0% 0%Storage Length (ft) 250 180 0 0Storage Lanes 1 2 1 1Taper Length (ft) 25 25 25 25Right Turn on Red Yes YesLink Speed (mph) 30 30 30Link Distance (ft) 342 1023 406Travel Time (s) 7.8 23.3 9.2Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.87 0.87 0.89 0.89 0.84 0.84Growth Factor 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 24% 24% 6% 6% 11% 11%Bus Blockages (#/hr) 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 225 145 378 197 127 187Turn Type Prot Over pt+ovProtected Phases 1 6 2 4 4 1 4 9Permitted PhasesDetector Phase 1 6 2 4 4 1 4Switch PhaseMinimum Initial (s) 9.0 10.0 10.0 10.0 10.0 4.0Minimum Split (s) 15.0 16.0 16.0 16.0 16.0 30.0Total Split (s) 15.0 40.0 25.0 30.0 30.0 45.0 30.0Total Split (%) 15.0% 40.0% 25.0% 30.0% 30.0% 45.0% 30%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode Max Max Max Max Max Maxv/c Ratio 1.54 0.14 0.56 0.37 0.31 0.30Control Delay 307.5 22.7 39.6 6.7 33.1 3.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 307.5 22.7 39.6 6.7 33.1 3.0Queue Length 50th (ft) ~203 33 115 0 66 0Queue Length 95th (ft) #336 53 161 52 109 18Internal Link Dist (ft) 262 943 326Turn Bay Length (ft) 250 180Base Capacity (vph) 146 1019 681 529 407 631Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 1.54 0.14 0.56 0.37 0.31 0.30



UMASS Amherst :: Gateway Study Build AM Peak Hr 21: Massachusetts Ave & N Pleasant St Timing Plan: 10858.07


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 196 126 336 175 107 157Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1456 2911 3406 1524 1626 1455Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 1456 2911 3406 1524 1626 1455Peak-hour factor, PHF 0.87 0.87 0.89 0.89 0.84 0.84Adj. Flow (vph) 225 145 378 197 127 187RTOR Reduction (vph) 0 0 0 148 0 122Lane Group Flow (vph) 225 145 378 49 127 65Heavy Vehicles (%) 24% 24% 6% 6% 11% 11%Turn Type Prot Over pt+ovProtected Phases 1 6 2 4 4 1 4Permitted PhasesActuated Green, G (s) 10.0 35.0 20.0 25.0 25.0 35.0Effective Green, g (s) 10.0 35.0 20.0 25.0 25.0 35.0Actuated g/C Ratio 0.10 0.35 0.20 0.25 0.25 0.35Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 146 1019 681 381 407 509v/s Ratio Prot c0.15 0.05 c0.11 0.03 c0.08 0.04v/s Ratio Permv/c Ratio 1.54 0.14 0.56 0.13 0.31 0.13Uniform Delay, d1 45.0 22.2 36.0 29.1 30.5 22.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 274.6 0.3 3.2 0.7 2.0 0.5Delay (s) 319.6 22.5 39.2 29.8 32.5 22.6Level of Service F C D C C CApproach Delay (s) 203.2 36.0 26.6Approach LOS F D C


UMASS Amherst :: Gateway Study Build AM Peak Hr 58: Fearing Street & Lincoln Ave Timing Plan: 10858.07





UMASS Amherst :: Gateway Study Build AM Peak Hr 59: Massachusetts Ave & Lincoln Ave Timing Plan: 10858.07



Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1Volume Total 93 587 44 1612 175 41Volume Left 93 0 44 0 93 11Volume Right 0 85 0 140 47 20cSH 360 1700 977 1700 24 0Volume to Capacity 0.26 0.35 0.05 0.95 7.40 ErrQueue Length 95th (ft) 25 0 4 0 Err ErrControl Delay (s) 18.4 0.0 8.9 0.0 Err ErrLane LOS C A F FApproach Delay (s) 2.5 0.2 Err ErrApproach LOS F F

Intersection SummaryAverage Delay ErrIntersection Capacity Utilization 46.2% ICU Level of Service AAnalysis Period (min) 15

UMASS Amherst :: Gateway Study Build AM Peak Hr 60: Pray Street & Triangle St Timing Plan: 10858.07





UMASS Amherst :: Gateway Study Build AM Peak Hr 71: Fearing Street & N Pleasant St Timing Plan: 10858.07



Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 77 0 953 292Volume Left 34 0 150 0Volume Right 42 0 0 21cSH 158 1700 1258 738Volume to Capacity 0.49 0.00 0.12 0.00Queue Length 95th (ft) 58 0 10 0Control Delay (s) 47.8 0.0 2.9 0.0Lane LOS E A AApproach Delay (s) 47.8 0.0 2.9 0.0Approach LOS E A


UMASS Amherst :: Gateway Study Build AM Peak Hr 81: Massachusetts Ave & Sunset Ave Timing Plan: 10858.07





UMASS Amherst :: Gateway Study Build AM Peak Hr 85: Fearing Street & Sunset Ave Timing Plan: 10858.07





UMASS Amherst :: Gateway Study Build AM Peak Hr 86: Main Street & Triangle Street Timing Plan: 10858.07


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ø9Lane ConfigurationsVolume (vph) 10 125 5 7 278 399 21 48 15 79 28 6Ideal 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 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 0 0 0 0 0 0 0 0Storage Lanes 0 0 0 1 0 0 0 0Taper Length (ft) 25 25 25 25 25 25 25 25Right Turn on Red Yes Yes Yes YesLink Speed (mph) 30 30 30 30Link Distance (ft) 187 162 163 663Travel Time (s) 4.3 3.7 3.7 15.1Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.89 0.89 0.89 0.75 0.75 0.75 0.75 0.75 0.75 0.91 0.91 0.91Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 7% 7% 7% 2% 2% 2% 2% 2% 2% 2% 2% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 157 0 0 380 532 0 112 0 0 125 0Turn Type Perm Perm Prot Split SplitProtected Phases 3 3 3 2 2 1 1 9Permitted Phases 3 3Detector Phase 3 3 3 3 3 2 2 1 1Switch PhaseMinimum Initial (s) 24.0 24.0 24.0 24.0 24.0 8.0 8.0 10.0 10.0 12.0Minimum Split (s) 28.0 28.0 28.0 28.0 28.0 12.0 12.0 14.0 14.0 22.0Total Split (s) 32.0 32.0 0.0 32.0 32.0 32.0 13.0 13.0 0.0 21.0 21.0 0.0 22.0Total Split (%) 36.4% 36.4% 0.0% 36.4% 36.4% 36.4% 14.8% 14.8% 0.0% 23.9% 23.9% 0.0% 25%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lead LeadLead-Lag Optimize? Yes Yes Yes YesRecall Mode None None None None None None None None None Nonev/c Ratio 0.17 0.39 0.49 0.35 0.32Control Delay 14.6 16.3 3.7 29.0 26.4Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 14.6 16.3 3.7 29.0 26.4Queue Length 50th (ft) 29 82 0 30 35Queue Length 95th (ft) 110 210 19 86 112Internal Link Dist (ft) 107 82 83 583Turn Bay Length (ft)Base Capacity (vph) 981 1057 1131 337 620Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.16 0.36 0.47 0.33 0.20



UMASS Amherst :: Gateway Study Build AM Peak Hr 86: Main Street & Triangle Street Timing Plan: 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 10 125 5 7 278 399 21 48 15 79 28 6Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00Frt 0.99 1.00 0.85 0.98 0.99Flt Protected 1.00 1.00 1.00 0.99 0.97Satd. Flow (prot) 1760 1861 1583 1795 1786Flt Permitted 0.97 0.99 1.00 0.99 0.97Satd. Flow (perm) 1719 1853 1583 1795 1786Peak-hour factor, PHF 0.89 0.89 0.89 0.75 0.75 0.75 0.75 0.75 0.75 0.91 0.91 0.91Adj. Flow (vph) 11 140 6 9 371 532 28 64 20 87 31 7RTOR Reduction (vph) 0 1 0 0 0 284 0 9 0 0 3 0Lane Group Flow (vph) 0 156 0 0 380 248 0 103 0 0 122 0Heavy Vehicles (%) 7% 7% 7% 2% 2% 2% 2% 2% 2% 2% 2% 2%Turn Type Perm Perm Prot Split SplitProtected Phases 3 3 3 2 2 1 1Permitted Phases 3 3Actuated Green, G (s) 28.0 28.0 28.0 6.4 8.2Effective Green, g (s) 28.0 28.0 28.0 6.4 8.2Actuated g/C Ratio 0.47 0.47 0.47 0.11 0.14Clearance Time (s) 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 801 863 738 191 244v/s Ratio Prot 0.16 c0.06 c0.07v/s Ratio Perm 0.09 c0.21v/c Ratio 0.19 0.44 0.34 0.54 0.50Uniform Delay, d1 9.4 10.8 10.2 25.5 24.1Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 0.4 0.3 2.9 1.6Delay (s) 9.5 11.1 10.4 28.4 25.7Level of Service A B B C CApproach Delay (s) 9.5 10.7 28.4 25.7Approach LOS A B C C


UMASS Amherst :: Gateway Study Build AM Peak Hr 92: Massachusetts Ave & Parking Lot 34 Timing Plan: 10858.07



Direction, Lane # EB 1 WB 1 NB 1Volume Total 435 536 3Volume Left 0 29 1Volume Right 22 0 2cSH 1700 1125 425Volume to Capacity 0.26 0.03 0.01Queue Length 95th (ft) 0 2 1Control Delay (s) 0.0 0.7 13.5Lane LOS A BApproach Delay (s) 0.0 0.7 13.5Approach LOS B


Garage Diversion

UMASS Amherst :: Gateway Study Build AM Peak Hr - Garage Diversion21: Massachusetts Ave & N Pleasant St Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Mitigation\Garage Diversion_AM.syn Lanes, Volumes, TimingsVHB 2/4/2013

Lane Group EBL EBT WBT WBR SBL SBR ø9Lane ConfigurationsVolume (vph) 193 114 263 178 122 142Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12Grade (%) 0% 0% 0%Storage Length (ft) 250 180 0 0Storage Lanes 1 2 1 1Taper Length (ft) 25 25 25 25Right Turn on Red Yes YesLink Speed (mph) 30 30 30Link Distance (ft) 705 380 406Travel Time (s) 16.0 8.6 9.2Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.87 0.87 0.89 0.89 0.84 0.84Growth Factor 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 24% 24% 6% 6% 11% 11%Bus Blockages (#/hr) 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 222 131 296 200 145 169Turn Type Prot Over customProtected Phases 1 6 2 4 4 1 4 9Permitted Phases 4Detector Phase 1 6 2 4 4 1 4Switch PhaseMinimum Initial (s) 9.0 10.0 10.0 10.0 10.0 4.0Minimum Split (s) 15.0 16.0 16.0 16.0 16.0 30.0Total Split (s) 15.0 40.0 25.0 30.0 30.0 45.0 30.0Total Split (%) 15.0% 40.0% 25.0% 30.0% 30.0% 45.0% 30%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode Max Max Max Max Max Maxv/c Ratio 1.52 0.13 0.43 0.38 0.36 0.27Control Delay 299.2 22.6 37.4 6.7 33.9 3.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 299.2 22.6 37.4 6.7 33.9 3.0Queue Length 50th (ft) ~199 29 87 0 76 0Queue Length 95th (ft) #331 49 127 53 123 17Internal Link Dist (ft) 625 300 326Turn Bay Length (ft) 250 180Base Capacity (vph) 146 1019 681 531 407 619Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 1.52 0.13 0.43 0.38 0.36 0.27



UMASS Amherst :: Gateway Study Build AM Peak Hr - Garage Diversion21: Massachusetts Ave & N Pleasant St Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Mitigation\Garage Diversion_AM.syn HCM Signalized Intersection Capacity AnalysisVHB 2/4/2013

Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 193 114 263 178 122 142Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1456 2911 3406 1524 1626 1455Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 1456 2911 3406 1524 1626 1455Peak-hour factor, PHF 0.87 0.87 0.89 0.89 0.84 0.84Adj. Flow (vph) 222 131 296 200 145 169RTOR Reduction (vph) 0 0 0 150 0 110Lane Group Flow (vph) 222 131 296 50 145 59Heavy Vehicles (%) 24% 24% 6% 6% 11% 11%Turn Type Prot Over customProtected Phases 1 6 2 4 4 1 4Permitted Phases 4Actuated Green, G (s) 10.0 35.0 20.0 25.0 25.0 35.0Effective Green, g (s) 10.0 35.0 20.0 25.0 25.0 35.0Actuated g/C Ratio 0.10 0.35 0.20 0.25 0.25 0.35Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 146 1019 681 381 407 509v/s Ratio Prot c0.15 0.04 c0.09 0.03 c0.09 0.04v/s Ratio Permv/c Ratio 1.52 0.13 0.43 0.13 0.36 0.12Uniform Delay, d1 45.0 22.1 35.0 29.1 30.9 22.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 266.0 0.3 2.0 0.7 2.4 0.5Delay (s) 311.0 22.4 37.1 29.8 33.3 22.5Level of Service F C D C C CApproach Delay (s) 203.9 34.1 27.5Approach LOS F C C


UMASS Amherst :: Gateway Study Build AM Peak Hr - Garage Diversion59: Massachusetts Ave & Lincoln Ave Timing Plan: 10858.07


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 66 275 154 28 357 35 64 20 28 7 6 13Ideal 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 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 100 0 100 0 0 0 0 0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (ft) 25 25 25 25 25 25 25 25Link Speed (mph) 30 30 30 30Link Distance (ft) 438 384 211 251Travel Time (s) 10.0 8.7 4.8 5.7Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.71 0.71 0.71 0.25 0.25 0.25 0.57 0.57 0.57 0.64 0.64 0.64Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 3% 3% 3% 0% 0% 0% 3% 3% 3% 11% 11% 11%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 93 604 0 112 1568 0 0 196 0 0 40 0Sign Control Free Free Stop Stop

Intersection SummaryArea Type: OtherControl Type: Unsignalized

UMASS Amherst :: Gateway Study Build AM Peak Hr - Garage Diversion59: Massachusetts Ave & Lincoln Ave Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Mitigation\Garage Diversion_AM.syn HCM Unsignalized Intersection Capacity AnalysisVHB 2/4/2013

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 66 275 154 28 357 35 64 20 28 7 6 13Sign Control Free Free Stop StopGrade 0% 0% 0% 0%Peak Hour Factor 0.71 0.71 0.71 0.25 0.25 0.25 0.57 0.57 0.57 0.64 0.64 0.64Hourly flow rate (vph) 93 387 217 112 1428 140 112 35 49 11 9 20PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 1070 1282pX, platoon unblocked 0.91 0.91 0.91 0.91 0.91 0.91vC, conflicting volume 1568 604 2359 2474 496 2362 2512 1498vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1568 519 2440 2566 400 2444 2609 1498tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.2 6.6 6.3tC, 2 stage (s)tF (s) 2.2 2.2 3.5 4.0 3.3 3.6 4.1 3.4p0 queue free % 78 88 0 0 92 0 35 86cM capacity (veh/h) 418 966 6 16 591 0 14 143

Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1Volume Total 93 604 112 1568 196 41Volume Left 93 0 112 0 112 11Volume Right 0 217 0 140 49 20cSH 418 1700 966 1700 10 0Volume to Capacity 0.22 0.36 0.12 0.92 20.15 ErrQueue Length 95th (ft) 21 0 10 0 Err ErrControl Delay (s) 16.1 0.0 9.2 0.0 Err ErrLane LOS C A F FApproach Delay (s) 2.1 0.6 Err ErrApproach LOS F F

Intersection SummaryAverage Delay ErrIntersection Capacity Utilization 49.5% ICU Level of Service AAnalysis Period (min) 15

UMASS Amherst :: Gateway Study Build AM Peak Hr - Garage Diversion71: Fearing Street & N Pleasant St Timing Plan: 10858.07


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 31 0 44 0 0 0 120 547 0 0 229 19Ideal 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 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 0 0 0 0 0 0 0 0Storage Lanes 0 0 0 0 0 0 0 0Taper Length (ft) 25 25 25 25 25 25 25 25Link Speed (mph) 30 30 30 30Link Distance (ft) 1472 128 769 653Travel Time (s) 33.5 2.9 17.5 14.8Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.90 0.92 0.90 0.92 0.92 0.92 0.70 0.70 0.92 0.92 0.89 0.89Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 3% 2% 3% 2% 2% 2% 4% 4% 2% 2% 11% 11%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 83 0 0 0 0 0 952 0 0 278 0Sign Control Stop Stop Free Free


UMASS Amherst :: Gateway Study Build AM Peak Hr - Garage Diversion71: Fearing Street & N Pleasant St Timing Plan: 10858.07



Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 83 0 953 279Volume Left 34 0 171 0Volume Right 49 0 0 21cSH 165 1700 1273 759Volume to Capacity 0.51 0.00 0.13 0.00Queue Length 95th (ft) 62 0 12 0Control Delay (s) 47.3 0.0 3.2 0.0Lane LOS E A AApproach Delay (s) 47.3 0.0 3.2 0.0Approach LOS E A


UMASS Amherst :: Gateway Study Build AM Peak Hr - Garage Diversion96: Gateway St & N Pleasant St Timing Plan: 10858.07


Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 3 12 58 520 221 15Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12Grade (%) 0% 0% 0%Storage Length (ft) 0 0 0 0Storage Lanes 1 0 0 0Taper Length (ft) 25 25 25 25Link Speed (mph) 30 30 30Link Distance (ft) 1140 653 380Travel Time (s) 25.9 14.8 8.6Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%Bus Blockages (#/hr) 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 16 0 0 628 256 0Sign Control Stop Free Free


UMASS Amherst :: Gateway Study Build AM Peak Hr - Garage Diversion96: Gateway St & N Pleasant St Timing Plan: 10858.07


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (veh/h) 3 12 58 520 221 15Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 3 13 63 565 240 16PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 380pX, platoon unblocked 0.97 0.97 0.97vC, conflicting volume 940 248 257vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 921 207 216tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 99 98 95cM capacity (veh/h) 277 807 1311

Direction, Lane # EB 1 NB 1 SB 1Volume Total 16 628 257Volume Left 3 63 0Volume Right 13 0 16cSH 583 1311 1700Volume to Capacity 0.03 0.05 0.15Queue Length 95th (ft) 2 4 0Control Delay (s) 11.3 1.3 0.0Lane LOS B AApproach Delay (s) 11.3 1.3 0.0Approach LOS B


UMASS Amherst :: Gateway Study Build AM Peak Hr - Garage Diversion99: South Garage & Lincoln Ave Timing Plan: 10858.07


Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 0 12 100 75 180 8Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12Grade (%) 0% 0% 0%Storage Length (ft) 0 0 0 0Storage Lanes 1 0 0 0Taper Length (ft) 25 25 25 25Link Speed (mph) 30 30 30Link Distance (ft) 160 222 211Travel Time (s) 3.6 5.0 4.8Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%Bus Blockages (#/hr) 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 13 0 191 0 0 205Sign Control Stop Free Free


UMASS Amherst :: Gateway Study Build AM Peak Hr - Garage Diversion99: South Garage & Lincoln Ave Timing Plan: 10858.07



Direction, Lane # WB 1 NB 1 SB 1Volume Total 13 190 204Volume Left 0 0 196Volume Right 13 82 0cSH 897 1700 1384Volume to Capacity 0.01 0.11 0.14Queue Length 95th (ft) 1 0 12Control Delay (s) 9.1 0.0 7.7Lane LOS A AApproach Delay (s) 9.1 0.0 7.7Approach LOS A


Weekday Evening Peak Hour

Existing Conditions

UMASS Amherst :: Gateway Study Existing PM Peak Hr2: Triangle Street & E Pleasant St 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_PM_EX_120612.syn QueuesVHB 2/4/2013

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ø9Lane ConfigurationsVolume (vph) 48 209 161 26 209 52 142 256 31 30 207 48Ideal 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 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 0 275 0 0 320 80 50 95Storage Lanes 0 1 0 0 1 0 1 0Taper Length (ft) 25 25 25 25 25 25 25 25Right Turn on Red Yes Yes Yes YesLink Speed (mph) 30 30 30 30Link Distance (ft) 769 552 449 379Travel Time (s) 17.5 12.5 10.2 8.6Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.82 0.82 0.82 0.84 0.84 0.84 0.94 0.94 0.94 0.79 0.79 0.79Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 5% 5% 5% 0% 0% 0% 4% 4% 4% 1% 1% 1%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 314 196 0 342 0 151 305 0 38 323 0Turn Type Perm pm+ov Perm pm+pt PermProtected Phases 3 2 3 2 1 2 1 9Permitted Phases 3 3 3 1 2 1Detector Phase 3 3 2 3 3 2 1 2 1 1Switch PhaseMinimum Initial (s) 16.0 16.0 13.0 16.0 16.0 13.0 26.0 26.0 7.0Minimum Split (s) 22.0 22.0 19.0 22.0 22.0 19.0 32.0 32.0 15.0Total Split (s) 36.0 36.0 21.0 36.0 36.0 0.0 21.0 59.0 0.0 38.0 38.0 0.0 15.0Total Split (%) 32.7% 32.7% 19.1% 32.7% 32.7% 0.0% 19.1% 53.6% 0.0% 34.5% 34.5% 0.0% 14%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 4.0Lead/Lag Lag Lag Lead LeadLead-Lag Optimize? Yes Yes Yes YesRecall Mode None None None None None None None None Nonev/c Ratio 0.75 0.22 0.69 0.30 0.31 0.12 0.55Control Delay 41.5 2.8 35.8 16.7 13.6 26.0 30.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 41.5 2.8 35.8 16.7 13.6 26.0 30.1Queue Length 50th (ft) 143 0 148 39 84 15 139Queue Length 95th (ft) #281 28 292 99 192 41 238Internal Link Dist (ft) 689 472 369 299Turn Bay Length (ft) 275 320 50Base Capacity (vph) 499 825 587 537 1010 362 690Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.63 0.24 0.58 0.28 0.30 0.10 0.47



UMASS Amherst :: Gateway Study Existing PM Peak Hr2: Triangle Street & E Pleasant St 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_PM_EX_120612.syn HCM Signalized Intersection Capacity AnalysisVHB 2/4/2013

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 48 209 161 26 209 52 142 256 31 30 207 48Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 0.98 1.00 0.98 1.00 0.97Flt Protected 0.99 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1793 1538 1845 1736 1797 1787 1828Flt Permitted 0.79 1.00 0.89 0.41 1.00 0.51 1.00Satd. Flow (perm) 1426 1538 1656 741 1797 968 1828Peak-hour factor, PHF 0.82 0.82 0.82 0.84 0.84 0.84 0.94 0.94 0.94 0.79 0.79 0.79Adj. Flow (vph) 59 255 196 31 249 62 151 272 33 38 262 61RTOR Reduction (vph) 0 0 111 0 7 0 0 4 0 0 8 0Lane Group Flow (vph) 0 314 85 0 335 0 151 301 0 38 315 0Heavy Vehicles (%) 5% 5% 5% 0% 0% 0% 4% 4% 4% 1% 1% 1%Turn Type Perm pm+ov Perm pm+pt PermProtected Phases 3 2 3 2 1 2 1Permitted Phases 3 3 3 1 2 1Actuated Green, G (s) 25.6 39.0 25.6 40.8 46.8 27.4 27.4Effective Green, g (s) 25.6 39.0 25.6 40.8 46.8 27.4 27.4Actuated g/C Ratio 0.28 0.43 0.28 0.45 0.52 0.30 0.30Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 405 767 470 483 932 294 555v/s Ratio Prot 0.02 0.05 c0.17 c0.17v/s Ratio Perm c0.22 0.04 0.20 0.09 0.04v/c Ratio 0.78 0.11 0.71 0.31 0.32 0.13 0.57Uniform Delay, d1 29.7 15.3 29.0 21.2 12.5 22.8 26.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 9.0 0.1 5.1 0.4 0.2 0.2 1.3Delay (s) 38.6 15.3 34.1 21.6 12.7 23.0 27.8Level of Service D B C C B C CApproach Delay (s) 29.7 34.1 15.7 27.3Approach LOS C C B C

Intersection SummaryHCM Average Control Delay 26.2 HCM Level of Service CHCM Volume to Capacity ratio 0.56Actuated Cycle Length (s) 90.2 Sum of lost time (s) 17.8Intersection Capacity Utilization 92.6% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

UMASS Amherst :: Gateway Study Existing PM Peak Hr3: Massachusetts Ave & N University Dr 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_PM_EX_120612.syn HCM Unsignalized Intersection Capacity AnalysisVHB 2/4/2013


Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1Volume Total 199 177 491 310 310 355Volume Left 0 0 491 0 0 47Volume Right 0 77 0 0 0 309cSH 1700 1700 1179 1700 1700 410Volume to Capacity 0.12 0.10 0.42 0.18 0.18 0.87Queue Length 95th (ft) 0 0 52 0 0 216Control Delay (s) 0.0 0.0 10.2 0.0 0.0 37.5Lane LOS B EApproach Delay (s) 0.0 4.5 37.5Approach LOS E


UMASS Amherst :: Gateway Study Existing PM Peak Hr4: Fearing Street & N University Drive 10858.07



Direction, Lane # WB 1 NB 1 SB 1Volume Total 122 490 571Volume Left 75 0 75Volume Right 47 79 0cSH 287 1700 1048Volume to Capacity 0.42 0.29 0.07Queue Length 95th (ft) 50 0 6Control Delay (s) 26.5 0.0 1.9Lane LOS D AApproach Delay (s) 26.5 0.0 1.9Approach LOS D


UMASS Amherst :: Gateway Study Existing PM Peak Hr12: Massachusetts Ave & Commonwealth Ave 10858.07


Lane Group EBL EBT EBR WBL WBT WBR SBL SBR NWL NWR ø3 ø5Lane ConfigurationsVolume (vph) 313 267 0 0 369 174 286 688 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12 12 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 250 0 0 0 0 0 0 0Storage Lanes 1 0 0 0 1 1 0 0Taper Length (ft) 25 25 25 25 25 25 25 25Right Turn on Red Yes Yes YesLink Speed (mph) 30 30 30 30Link Distance (ft) 402 1042 1142 632Travel Time (s) 9.1 23.7 26.0 14.4Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.94 0.94 0.94 0.90 0.90 0.90 0.80 0.80 0.92 0.92Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 0% 0% 2% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 333 284 0 0 603 0 358 860 0 0Turn Type Prot pt+ovProtected Phases 3 5 2 6 4 3 4 5 3 5Permitted PhasesDetector Phase 3 5 2 6 4 3 4 5Switch PhaseMinimum Initial (s) 10.0 10.0 6.0 6.0 6.0Minimum Split (s) 15.0 15.0 11.0 31.0 11.0Total Split (s) 51.0 43.0 0.0 0.0 23.0 0.0 20.0 71.0 0.0 0.0 31.0 20.0Total Split (%) 54.3% 45.7% 0.0% 0.0% 24.5% 0.0% 21.3% 75.5% 0.0% 0.0% 33% 21%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 4.0 4.0 5.0 4.0 5.0 5.0 4.0 4.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode None None None None Nonev/c Ratio 0.40 0.19 0.85 1.16 0.76Control Delay 17.1 17.5 44.0 137.3 13.4Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 17.1 17.5 44.0 137.3 13.4Queue Length 50th (ft) 119 56 163 ~268 256Queue Length 95th (ft) 184 84 #253 #371 305Internal Link Dist (ft) 322 962 1062 552Turn Bay Length (ft) 250Base Capacity (vph) 939 1552 752 309 1139Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.35 0.18 0.80 1.16 0.76

Intersection SummaryArea Type: OtherCycle Length: 94Actuated Cycle Length: 88.4Natural Cycle: 90Control Type: Actuated-Uncoordinated~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.


UMASS Amherst :: Gateway Study Existing PM Peak Hr12: Massachusetts Ave & Commonwealth Ave 10858.07


Movement EBL EBT EBR WBL WBT WBR SBL SBR NWL NWRLane ConfigurationsVolume (vph) 313 267 0 0 369 174 286 688 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00Frt 1.00 1.00 0.95 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1787 3574 3369 1805 1615Flt Permitted 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1787 3574 3369 1805 1615Peak-hour factor, PHF 0.94 0.94 0.94 0.90 0.90 0.90 0.80 0.80 0.92 0.92Adj. Flow (vph) 333 284 0 0 410 193 358 860 0 0RTOR Reduction (vph) 0 0 0 0 60 0 0 19 0 0Lane Group Flow (vph) 333 284 0 0 543 0 358 841 0 0Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 0% 0% 2% 2%Turn Type Prot pt+ovProtected Phases 3 5 2 6 4 3 4 5Permitted PhasesActuated Green, G (s) 41.1 37.2 17.0 15.2 61.3Effective Green, g (s) 41.1 37.2 17.0 15.2 61.3Actuated g/C Ratio 0.47 0.42 0.19 0.17 0.69Clearance Time (s) 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 832 1506 649 311 1121v/s Ratio Prot 0.19 0.08 c0.16 c0.20 c0.52v/s Ratio Permv/c Ratio 0.40 0.19 0.84 1.15 0.75Uniform Delay, d1 15.5 16.1 34.3 36.5 8.6Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 0.1 9.2 98.5 2.9Delay (s) 15.8 16.1 43.5 135.0 11.5Level of Service B B D F BApproach Delay (s) 16.0 43.5 47.8 0.0Approach LOS B D D A

Intersection SummaryHCM Average Control Delay 38.7 HCM Level of Service DHCM Volume to Capacity ratio 0.88Actuated Cycle Length (s) 88.3 Sum of lost time (s) 15.0Intersection Capacity Utilization 66.7% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

UMASS Amherst :: Gateway Study Existing PM Peak Hr14: Massachusetts Ave EB & Robsham Visitors Center Entrance 10858.07



Direction, Lane # EB 1 EB 2 SB 1Volume Total 327 371 183Volume Left 0 0 92Volume Right 0 44 0cSH 1593 1700 428Volume to Capacity 0.00 0.22 0.43Queue Length 95th (ft) 0 0 52Control Delay (s) 0.0 0.0 19.6Lane LOS CApproach Delay (s) 0.0 19.6Approach LOS C


UMASS Amherst :: Gateway Study Existing PM Peak Hr16: Massachusetts Ave EB & Robsham Visitors Center Dr 10858.07



Direction, Lane # EB 1 EB 2 NB 1Volume Total 338 396 157Volume Left 141 0 0Volume Right 0 0 89cSH 1552 1700 404Volume to Capacity 0.09 0.23 0.39Queue Length 95th (ft) 7 0 45Control Delay (s) 3.6 0.0 19.5Lane LOS A CApproach Delay (s) 1.7 19.5Approach LOS C

Intersection SummaryAverage Delay ErrIntersection Capacity Utilization Err% ICU Level of Service HAnalysis Period (min) 15

UMASS Amherst :: Gateway Study Existing PM Peak Hr18: Massachusetts Ave WB & Presidents Dr Out 10858.07



Direction, Lane # WB 1 WB 2 SB 1Volume Total 258 381 281Volume Left 68 0 0Volume Right 0 0 113cSH 1622 1700 381Volume to Capacity 0.04 0.22 0.74Queue Length 95th (ft) 3 0 145Control Delay (s) 2.2 0.0 36.9Lane LOS A EApproach Delay (s) 0.9 36.9Approach LOS E


UMASS Amherst :: Gateway Study Existing PM Peak Hr19: Massachusetts Ave WB & Presidents Dr In 10858.07



Direction, Lane # WB 1 WB 2 NB 1Volume Total 396 269 217Volume Left 0 0 45Volume Right 0 71 0cSH 1700 1700 380Volume to Capacity 0.23 0.16 0.57Queue Length 95th (ft) 0 0 85Control Delay (s) 0.0 0.0 26.3Lane LOS DApproach Delay (s) 0.0 26.3Approach LOS D


UMASS Amherst :: Gateway Study Existing PM Peak Hr21: Massachusetts Ave & N Pleasant St 10858.07


Lane Group EBL EBT WBT WBR WBR2 SBL SBR SBR2 SEL SER ø9Lane ConfigurationsVolume (vph) 245 278 0 183 204 261 0 278 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12 12 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 250 180 0 0 0 0Storage Lanes 1 2 1 1 0 0Taper Length (ft) 25 25 25 25 25 25Right Turn on Red Yes Yes YesLink Speed (mph) 30 30 30 30Link Distance (ft) 341 1032 406 363Travel Time (s) 7.8 23.5 9.2 8.3Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.88 0.88 0.90 0.90 0.90 0.96 0.96 0.96 0.92 0.92Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 3% 3% 6% 6% 6% 6% 6% 6% 2% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 278 316 0 203 227 272 0 290 0 0Turn Type Prot custom Over customProtected Phases 1 6 2 4 4 1 4 9Permitted PhasesDetector Phase 1 6 2 4 4 1 4Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 4.0Minimum Split (s) 15.0 16.0 16.0 16.0 16.0 30.0Total Split (s) 15.0 40.0 0.0 25.0 30.0 30.0 0.0 45.0 0.0 0.0 30.0Total Split (%) 15.0% 40.0% 0.0% 25.0% 30.0% 30.0% 0.0% 45.0% 0.0% 0.0% 30%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 4.0 5.0 5.0 5.0 4.0 5.0 4.0 4.0Lead/Lag Lead LagLead-Lag Optimize?Recall Mode Max Max Max Max Max Maxv/c Ratio 1.59 0.26 0.32 0.41 0.64 0.40Control Delay 322.1 23.9 35.9 6.6 41.4 3.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 322.1 23.9 35.9 6.6 41.4 3.1Queue Length 50th (ft) ~254 74 63 0 155 0Queue Length 95th (ft) #403 106 100 57 244 27Internal Link Dist (ft) 261 952 326 283Turn Bay Length (ft) 250 180 180Base Capacity (vph) 175 1227 631 551 426 722Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 1.59 0.26 0.32 0.41 0.64 0.40

Intersection SummaryArea Type: OtherCycle Length: 100Actuated Cycle Length: 100Offset: 0 (0%), Referenced to phase 2:WBR and 6:EBT, Start of GreenNatural Cycle: 80Control Type: Pretimed~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.


UMASS Amherst :: Gateway Study Existing PM Peak Hr21: Massachusetts Ave & N Pleasant St 10858.07


Movement EBL EBT WBT WBR WBR2 SBL SBR SBR2 SEL SERLane ConfigurationsVolume (vph) 245 278 0 183 204 261 0 278 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.88 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1752 3505 3155 1524 1703 1524Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 1752 3505 3155 1524 1703 1524Peak-hour factor, PHF 0.88 0.88 0.90 0.90 0.90 0.96 0.96 0.96 0.92 0.92Adj. Flow (vph) 278 316 0 203 227 272 0 290 0 0RTOR Reduction (vph) 0 0 0 0 170 0 0 189 0 0Lane Group Flow (vph) 278 316 0 203 57 272 0 102 0 0Heavy Vehicles (%) 3% 3% 6% 6% 6% 6% 6% 6% 2% 2%Turn Type Prot custom Over customProtected Phases 1 6 2 4 4 1 4Permitted PhasesActuated Green, G (s) 10.0 35.0 20.0 25.0 25.0 35.0Effective Green, g (s) 10.0 35.0 20.0 25.0 25.0 35.0Actuated g/C Ratio 0.10 0.35 0.20 0.25 0.25 0.35Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 175 1227 631 381 426 533v/s Ratio Prot c0.16 0.09 c0.06 0.04 c0.16 0.07v/s Ratio Permv/c Ratio 1.59 0.26 0.32 0.15 0.64 0.19Uniform Delay, d1 45.0 23.2 34.2 29.2 33.5 22.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 290.2 0.5 1.3 0.8 7.1 0.8Delay (s) 335.2 23.7 35.5 30.0 40.6 23.4Level of Service F C D C D CApproach Delay (s) 169.5 32.6 31.7 0.0Approach LOS F C C A


UMASS Amherst :: Gateway Study Existing PM Peak Hr58: Fearing Street & Lincoln Ave 10858.07



Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total (vph) 96 92 62 179Volume Left (vph) 1 11 1 2Volume Right (vph) 4 1 13 2Hadj (s) 0.01 0.05 -0.09 0.03Departure Headway (s) 4.6 4.6 4.5 4.5Degree Utilization, x 0.12 0.12 0.08 0.22Capacity (veh/h) 731 726 757 767Control Delay (s) 8.2 8.3 7.8 8.7Approach Delay (s) 8.2 8.3 7.8 8.7Approach LOS A A A A


UMASS Amherst :: Gateway Study Existing PM Peak Hr59: Massachusetts Ave EB & Lincoln Ave 10858.07



Direction, Lane # EB 1 EB 2 NB 1 SB 1Volume Total 349 411 319 109Volume Left 34 0 0 34Volume Right 0 96 130 0cSH 1614 1700 410 230Volume to Capacity 0.02 0.24 0.78 0.48Queue Length 95th (ft) 2 0 166 59Control Delay (s) 0.9 0.0 38.5 34.1Lane LOS A E DApproach Delay (s) 0.4 38.5 34.1Approach LOS E D


UMASS Amherst :: Gateway Study Existing PM Peak Hr60: Pray Street & Triangle St 10858.07


Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWRLane ConfigurationsVolume (veh/h) 10 15 28 22 5 21 26 294 3 23 246 31Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.65 0.65 0.65 0.82 0.82 0.82 0.76 0.76 0.76 0.76 0.76 0.76Hourly flow rate (vph) 15 23 43 27 6 26 34 387 4 30 324 41PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 552pX, platoon unblocked 0.89 0.89 0.89 0.89 0.89 0.89vC, conflicting volume 891 882 389 916 864 344 364 391vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 815 805 251 844 785 344 364 253tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 94 91 94 87 98 96 97 97cM capacity (veh/h) 239 266 701 212 273 699 1194 1167

Direction, Lane # NB 1 SB 1 SE 1 NW 1Volume Total 82 59 425 395Volume Left 15 27 34 30Volume Right 43 26 4 41cSH 384 315 1194 1167Volume to Capacity 0.21 0.19 0.03 0.03Queue Length 95th (ft) 20 17 2 2Control Delay (s) 16.9 19.0 0.9 0.9Lane LOS C C A AApproach Delay (s) 16.9 19.0 0.9 0.9Approach LOS C C


UMASS Amherst :: Gateway Study Existing PM Peak Hr61: Massachusetts Ave & Parking Lot 71 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 0 0 0 32 415 20 94 38 0 0 38 34Sign Control Free Free Stop StopGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.67 0.67 0.67 0.76 0.76 0.76 0.78 0.78 0.78Hourly flow rate (vph) 0 0 0 48 619 30 124 50 0 0 49 44PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh) 4Median type None NoneMedian storage veh)Upstream signal (ft) 1042 1313pX, platoon unblockedvC, conflicting volume 649 0 430 745 0 755 730 325vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 649 0 430 745 0 755 730 325tC, single (s) 4.1 4.2 7.6 6.6 7.0 7.7 6.7 7.1tC, 2 stage (s)tF (s) 2.2 2.2 3.5 4.0 3.3 3.6 4.1 3.4p0 queue free % 100 97 70 85 100 100 85 93cM capacity (veh/h) 933 1607 408 327 1078 248 326 654

Direction, Lane # WB 1 WB 2 NB 1 SB 1Volume Total 357 340 174 92Volume Left 48 0 124 0Volume Right 0 30 0 44cSH 1607 1700 381 618Volume to Capacity 0.03 0.20 0.46 0.15Queue Length 95th (ft) 2 0 58 13Control Delay (s) 1.2 0.0 22.1 14.6Lane LOS A C BApproach Delay (s) 0.6 22.1 14.6Approach LOS C B


UMASS Amherst :: Gateway Study Existing PM Peak Hr71: Fearing Street & N Pleasant St 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 35 1 96 1 2 0 65 331 0 0 429 30Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.90 0.92 0.90 0.92 0.92 0.92 0.70 0.70 0.92 0.92 0.89 0.89Hourly flow rate (vph) 39 1 107 1 2 0 93 473 0 0 482 34PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 769 1032pX, platoon unblocked 0.96 0.96 0.92 0.96 0.96 0.92 0.92 0.92vC, conflicting volume 1159 1157 499 1265 1174 473 516 473vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 950 948 409 1060 966 379 427 379tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 82 100 82 99 99 100 91 100cM capacity (veh/h) 212 227 588 147 222 612 1029 1081

Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 147 3 566 516Volume Left 39 1 93 0Volume Right 107 0 0 34cSH 396 190 1029 1081Volume to Capacity 0.37 0.02 0.09 0.00Queue Length 95th (ft) 42 1 7 0Control Delay (s) 19.3 24.3 2.4 0.0Lane LOS C C AApproach Delay (s) 19.3 24.3 2.4 0.0Approach LOS C C

Intersection SummaryAverage Delay 3.5Intersection Capacity Utilization 65.1% ICU Level of Service CAnalysis Period (min) 15

UMASS Amherst :: Gateway Study Existing PM Peak Hr81: Massachusetts Ave & Sunset Ave 10858.07



Direction, Lane # EB 1 EB 2 NB 1Volume Total 417 241 50Volume Left 0 0 0Volume Right 0 32 50cSH 1700 1700 672Volume to Capacity 0.25 0.14 0.07Queue Length 95th (ft) 0 0 6Control Delay (s) 0.0 0.0 10.8Lane LOS BApproach Delay (s) 0.0 10.8Approach LOS B


UMASS Amherst :: Gateway Study Existing PM Peak Hr85: Fearing Street & Sunset Ave 10858.07



Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 154 148 2 7Volume Left 3 3 0 2Volume Right 1 2 1 3cSH 1438 1430 721 741Volume to Capacity 0.00 0.00 0.00 0.01Queue Length 95th (ft) 0 0 0 1Control Delay (s) 0.2 0.2 10.0 9.9Lane LOS A A B AApproach Delay (s) 0.2 0.2 10.0 9.9Approach LOS B A


UMASS Amherst :: Gateway Study Existing PM Peak Hr86: Main Street & Triangle Street 10858.07


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ø9Lane ConfigurationsVolume (vph) 57 310 0 0 228 225 7 14 5 361 78 39Ideal 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 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 0 0 0 0 0 0 0 0Storage Lanes 0 0 0 1 0 0 0 0Taper Length (ft) 25 25 25 25 25 25 25 25Right Turn on Red Yes Yes Yes YesLink Speed (mph) 30 30 30 30Link Distance (ft) 187 162 163 663Travel Time (s) 4.3 3.7 3.7 15.1Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.89 0.89 0.89 0.75 0.75 0.75 0.75 0.75 0.75 0.91 0.91 0.91Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 7% 7% 7% 2% 2% 2% 2% 2% 2% 2% 2% 2%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 412 0 0 304 300 0 35 0 0 526 0Turn Type Perm Perm Perm Split SplitProtected Phases 3 3 2 2 1 1 9Permitted Phases 3 3 3Detector Phase 3 3 3 3 3 2 2 1 1Switch PhaseMinimum Initial (s) 24.0 24.0 24.0 24.0 24.0 8.0 8.0 10.0 10.0 12.0Minimum Split (s) 28.0 28.0 28.0 28.0 28.0 12.0 12.0 14.0 14.0 22.0Total Split (s) 36.0 36.0 0.0 36.0 36.0 36.0 25.0 25.0 0.0 44.0 44.0 0.0 22.0Total Split (%) 28.3% 28.3% 0.0% 28.3% 28.3% 28.3% 19.7% 19.7% 0.0% 34.6% 34.6% 0.0% 17%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lag Lag Lead LeadLead-Lag Optimize? Yes Yes Yes YesRecall Mode None None None None None None None None None Nonev/c Ratio 0.64 0.41 0.37 0.18 0.78Control Delay 31.3 25.2 4.9 38.3 33.8Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 31.3 25.2 4.9 38.3 33.8Queue Length 50th (ft) 186 122 0 14 237Queue Length 95th (ft) #484 231 24 43 #549Internal Link Dist (ft) 107 82 83 583Turn Bay Length (ft)Base Capacity (vph) 643 750 817 478 896Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.64 0.41 0.37 0.07 0.59



UMASS Amherst :: Gateway Study Existing PM Peak Hr86: Main Street & Triangle Street 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 57 310 0 0 228 225 7 14 5 361 78 39Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 0.97 0.99Flt Protected 0.99 1.00 1.00 0.99 0.96Satd. Flow (prot) 1762 1863 1583 1789 1775Flt Permitted 0.90 1.00 1.00 0.99 0.96Satd. Flow (perm) 1596 1863 1583 1789 1775Peak-hour factor, PHF 0.89 0.89 0.89 0.75 0.75 0.75 0.75 0.75 0.75 0.91 0.91 0.91Adj. Flow (vph) 64 348 0 0 304 300 9 19 7 397 86 43RTOR Reduction (vph) 0 0 0 0 0 185 0 7 0 0 3 0Lane Group Flow (vph) 0 412 0 0 304 115 0 28 0 0 523 0Heavy Vehicles (%) 7% 7% 7% 2% 2% 2% 2% 2% 2% 2% 2% 2%Turn Type Perm Perm Perm Split SplitProtected Phases 3 3 2 2 1 1Permitted Phases 3 3 3Actuated Green, G (s) 33.7 33.7 33.7 4.5 31.8Effective Green, g (s) 33.7 33.7 33.7 4.5 31.8Actuated g/C Ratio 0.38 0.38 0.38 0.05 0.36Clearance Time (s) 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 613 716 608 92 644v/s Ratio Prot 0.16 c0.02 c0.29v/s Ratio Perm c0.26 0.07v/c Ratio 0.67 0.42 0.19 0.31 0.81Uniform Delay, d1 22.4 19.9 17.9 40.1 25.3Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.9 0.4 0.2 1.9 7.7Delay (s) 25.3 20.3 18.1 42.0 33.0Level of Service C C B D CApproach Delay (s) 25.3 19.2 42.0 33.0Approach LOS C B D C


UMASS Amherst :: Gateway Study Existing PM Peak Hr91: Massachusetts Ave WB & Parking Lot 34 10858.07



Direction, Lane # WB 1 WB 2 NB 1Volume Total 178 323 37Volume Left 16 0 37Volume Right 0 0 0cSH 1622 1700 685Volume to Capacity 0.01 0.19 0.05Queue Length 95th (ft) 1 0 4Control Delay (s) 0.7 0.0 10.6Lane LOS A BApproach Delay (s) 0.3 10.6Approach LOS B


UMASS Amherst :: Gateway Study Existing PM Peak Hr92: Massachusetts Ave EB & Parking Lot 34 10858.07



Direction, Lane # EB 1 EB 2 NB 1 SB 1Volume Total 429 232 163 22Volume Left 0 0 0 0Volume Right 0 18 74 0cSH 1700 1700 476 381Volume to Capacity 0.25 0.14 0.34 0.06Queue Length 95th (ft) 0 0 38 5Control Delay (s) 0.0 0.0 16.5 15.0Lane LOS C CApproach Delay (s) 0.0 16.5 15.0Approach LOS C C


No-Build Conditions

UMASS Amherst :: Gateway Study No Build PM Peak Hr2: Triangle Street & E Pleasant St Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_PM_NB_120612.syn QueuesVHB 2/4/2013

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ø9Lane ConfigurationsVolume (vph) 53 225 180 27 213 52 149 262 32 30 216 49Ideal 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 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 0 275 0 0 320 80 50 95Storage Lanes 0 1 0 0 1 0 1 0Taper Length (ft) 25 25 25 25 25 25 25 25Right Turn on Red Yes Yes Yes YesLink Speed (mph) 30 30 30 30Link Distance (ft) 769 552 449 379Travel Time (s) 17.5 12.5 10.2 8.6Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.82 0.82 0.82 0.84 0.84 0.84 0.94 0.94 0.94 0.79 0.79 0.79Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 5% 5% 5% 0% 0% 0% 4% 4% 4% 1% 1% 1%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 339 220 0 348 0 159 313 0 38 335 0Turn Type Perm pm+ov Perm pm+pt PermProtected Phases 3 2 3 2 1 2 1 9Permitted Phases 3 3 3 1 2 1Detector Phase 3 3 2 3 3 2 1 2 1 1Switch PhaseMinimum Initial (s) 16.0 16.0 13.0 16.0 16.0 13.0 26.0 26.0 7.0Minimum Split (s) 22.0 22.0 19.0 22.0 22.0 19.0 32.0 32.0 15.0Total Split (s) 36.0 36.0 21.0 36.0 36.0 0.0 21.0 59.0 0.0 38.0 38.0 0.0 15.0Total Split (%) 32.7% 32.7% 19.1% 32.7% 32.7% 0.0% 19.1% 53.6% 0.0% 34.5% 34.5% 0.0% 14%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 4.0Lead/Lag Lag Lag Lead LeadLead-Lag Optimize? Yes Yes Yes YesRecall Mode None None None None None None None None Nonev/c Ratio 0.74 0.24 0.65 0.34 0.33 0.14 0.60Control Delay 40.1 2.7 33.9 18.6 14.6 26.8 32.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 40.1 2.7 33.9 18.6 14.6 26.8 32.4Queue Length 50th (ft) 157 0 151 44 92 15 152Queue Length 95th (ft) #330 29 301 103 197 41 250Internal Link Dist (ft) 689 472 369 299Turn Bay Length (ft) 275 320 50Base Capacity (vph) 484 877 561 498 971 332 663Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.70 0.25 0.62 0.32 0.32 0.11 0.51



UMASS Amherst :: Gateway Study No Build PM Peak Hr2: Triangle Street & E Pleasant St Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_PM_NB_120612.syn HCM Signalized Intersection Capacity AnalysisVHB 2/4/2013

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 53 225 180 27 213 52 149 262 32 30 216 49Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 0.98 1.00 0.98 1.00 0.97Flt Protected 0.99 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1792 1538 1846 1736 1797 1787 1829Flt Permitted 0.79 1.00 0.89 0.37 1.00 0.49 1.00Satd. Flow (perm) 1437 1538 1649 680 1797 923 1829Peak-hour factor, PHF 0.82 0.82 0.82 0.84 0.84 0.84 0.94 0.94 0.94 0.79 0.79 0.79Adj. Flow (vph) 65 274 220 32 254 62 159 279 34 38 273 62RTOR Reduction (vph) 0 0 120 0 7 0 0 4 0 0 7 0Lane Group Flow (vph) 0 339 100 0 341 0 159 309 0 38 328 0Heavy Vehicles (%) 5% 5% 5% 0% 0% 0% 4% 4% 4% 1% 1% 1%Turn Type Perm pm+ov Perm pm+pt PermProtected Phases 3 2 3 2 1 2 1Permitted Phases 3 3 3 1 2 1Actuated Green, G (s) 28.8 42.3 28.8 40.8 46.8 27.3 27.3Effective Green, g (s) 28.8 42.3 28.8 40.8 46.8 27.3 27.3Actuated g/C Ratio 0.31 0.45 0.31 0.44 0.50 0.29 0.29Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 443 795 508 450 900 270 535v/s Ratio Prot 0.02 0.05 c0.17 c0.18v/s Ratio Perm c0.24 0.05 0.21 0.10 0.04v/c Ratio 0.77 0.13 0.67 0.35 0.34 0.14 0.61Uniform Delay, d1 29.2 14.8 28.2 24.2 14.0 24.4 28.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 7.7 0.1 3.5 0.5 0.2 0.2 2.1Delay (s) 36.9 14.9 31.7 24.6 14.3 24.6 30.6Level of Service D B C C B C CApproach Delay (s) 28.3 31.7 17.8 30.0Approach LOS C C B C


UMASS Amherst :: Gateway Study No Build PM Peak Hr3: Massachusetts Ave & N University Dr Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_PM_NB_120612.syn HCM Unsignalized Intersection Capacity AnalysisVHB 2/4/2013




UMASS Amherst :: Gateway Study No Build PM Peak Hr4: Fearing Street & N University Drive Timing Plan: 10858.07





UMASS Amherst :: Gateway Study No Build PM Peak Hr12: Massachusetts Ave & Commonwealth Ave Timing Plan: 10858.07


Lane Group EBL EBT WBT WBR SBL SBR ø3 ø5Lane ConfigurationsVolume (vph) 319 262 370 181 322 759Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12Grade (%) 0% 0% 0%Storage Length (ft) 250 0 0 0Storage Lanes 1 0 1 1Taper Length (ft) 25 25 25 25Right Turn on Red Yes YesLink Speed (mph) 30 30 30Link Distance (ft) 402 632 1142Travel Time (s) 9.1 14.4 26.0Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.94 0.94 0.92 0.92 0.80 0.80Growth Factor 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 1% 1% 2% 2% 0% 0%Bus Blockages (#/hr) 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 339 279 599 0 402 949Turn Type Prot pt+ovProtected Phases 3 5 2 6 4 3 4 5 3 5Permitted PhasesDetector Phase 3 5 2 6 4 3 4 5Switch PhaseMinimum Initial (s) 10.0 10.0 6.0 6.0 6.0Minimum Split (s) 15.0 15.0 11.0 31.0 11.0Total Split (s) 51.0 43.0 23.0 0.0 20.0 71.0 31.0 20.0Total Split (%) 54.3% 45.7% 24.5% 0.0% 21.3% 75.5% 33% 21%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 4.0 5.0 5.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode None None None None Nonev/c Ratio 0.40 0.19 0.86 1.33 0.82Control Delay 16.9 18.1 44.8 203.8 16.9Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 16.9 18.1 44.8 203.8 16.9Queue Length 50th (ft) 122 55 159 ~323 322Queue Length 95th (ft) 188 83 #247 #426 378Internal Link Dist (ft) 322 552 1062Turn Bay Length (ft) 250Base Capacity (vph) 916 1514 738 302 1151Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.37 0.18 0.81 1.33 0.82



UMASS Amherst :: Gateway Study No Build PM Peak Hr12: Massachusetts Ave & Commonwealth Ave Timing Plan: 10858.07


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 319 262 370 181 322 759Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00Frt 1.00 1.00 0.95 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1787 3574 3365 1805 1615Flt Permitted 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1787 3574 3365 1805 1615Peak-hour factor, PHF 0.94 0.94 0.92 0.92 0.80 0.80Adj. Flow (vph) 339 279 402 197 402 949RTOR Reduction (vph) 0 0 64 0 0 20Lane Group Flow (vph) 339 279 535 0 402 929Heavy Vehicles (%) 1% 1% 2% 2% 0% 0%Turn Type Prot pt+ovProtected Phases 3 5 2 6 4 3 4 5Permitted PhasesActuated Green, G (s) 43.2 37.2 17.0 15.1 63.3Effective Green, g (s) 43.2 37.2 17.0 15.1 63.3Actuated g/C Ratio 0.48 0.41 0.19 0.17 0.70Clearance Time (s) 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 855 1472 633 302 1132v/s Ratio Prot 0.19 0.08 c0.16 c0.22 c0.58v/s Ratio Permv/c Ratio 0.40 0.19 0.84 1.33 0.82Uniform Delay, d1 15.2 16.9 35.4 37.6 9.5Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 0.1 10.1 170.0 4.9Delay (s) 15.5 17.0 45.5 207.6 14.4Level of Service B B D F BApproach Delay (s) 16.2 45.5 71.9Approach LOS B D E

Intersection SummaryHCM Average Control Delay 52.3 HCM Level of Service DHCM Volume to Capacity ratio 0.96Actuated Cycle Length (s) 90.3 Sum of lost time (s) 15.0Intersection Capacity Utilization 71.4% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

UMASS Amherst :: Gateway Study No Build PM Peak Hr14: Massachusetts Ave & Robsham Visitors Center Entrance Timing Plan: 10858.07



Direction, Lane # EB 1 WB 1 SB 1Volume Total 737 502 200Volume Left 0 52 92Volume Right 44 0 80cSH 1700 869 190Volume to Capacity 0.43 0.06 1.05Queue Length 95th (ft) 0 5 232Control Delay (s) 0.0 1.7 130.4Lane LOS A FApproach Delay (s) 0.0 1.7 130.4Approach LOS F

Intersection SummaryAverage Delay 18.7Intersection Capacity Utilization 73.7% ICU Level of Service DAnalysis Period (min) 15

UMASS Amherst :: Gateway Study No Build PM Peak Hr16: Massachusetts Ave & Robsham Visitors Center Dr Timing Plan: 10858.07



Direction, Lane # EB 1 WB 1 NB 1Volume Total 773 526 157Volume Left 141 0 66Volume Right 0 55 89cSH 983 1700 177Volume to Capacity 0.14 0.31 0.89Queue Length 95th (ft) 12 0 163Control Delay (s) 3.4 0.0 93.3Lane LOS A FApproach Delay (s) 3.4 0.0 93.3Approach LOS F


UMASS Amherst :: Gateway Study No Build PM Peak Hr21: Massachusetts Ave & N Pleasant St Timing Plan: 10858.07


Lane Group EBL EBT WBT WBR SBL SBR ø9Lane ConfigurationsVolume (vph) 245 309 191 206 261 278Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12Grade (%) 0% 0% 0%Storage Length (ft) 250 180 0 0Storage Lanes 1 2 1 1Taper Length (ft) 25 25 25 25Right Turn on Red Yes YesLink Speed (mph) 30 30 30Link Distance (ft) 341 1023 406Travel Time (s) 7.8 23.3 9.2Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.88 0.88 0.90 0.90 0.96 0.96Growth Factor 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 3% 3% 6% 6% 6% 6%Bus Blockages (#/hr) 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 278 351 212 229 272 290Turn Type Prot Over pt+ovProtected Phases 1 6 2 4 4 1 4 9Permitted PhasesDetector Phase 1 6 2 4 4 1 4Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 4.0Minimum Split (s) 15.0 16.0 16.0 16.0 16.0 30.0Total Split (s) 15.0 40.0 25.0 30.0 30.0 45.0 30.0Total Split (%) 15.0% 40.0% 25.0% 30.0% 30.0% 45.0% 30%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lead/Lag Lead LagLead-Lag Optimize?Recall Mode Max Max Max Max Max Maxv/c Ratio 1.59 0.29 0.31 0.41 0.64 0.40Control Delay 322.1 24.3 35.6 6.6 41.4 3.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 322.1 24.3 35.6 6.6 41.4 3.1Queue Length 50th (ft) ~254 84 61 0 155 0Queue Length 95th (ft) #403 117 95 57 244 27Internal Link Dist (ft) 261 943 326Turn Bay Length (ft) 250 180Base Capacity (vph) 175 1227 681 553 426 722Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 1.59 0.29 0.31 0.41 0.64 0.40



UMASS Amherst :: Gateway Study No Build PM Peak Hr21: Massachusetts Ave & N Pleasant St Timing Plan: 10858.07


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 245 309 191 206 261 278Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1752 3505 3406 1524 1703 1524Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 1752 3505 3406 1524 1703 1524Peak-hour factor, PHF 0.88 0.88 0.90 0.90 0.96 0.96Adj. Flow (vph) 278 351 212 229 272 290RTOR Reduction (vph) 0 0 0 172 0 189Lane Group Flow (vph) 278 351 212 57 272 102Heavy Vehicles (%) 3% 3% 6% 6% 6% 6%Turn Type Prot Over pt+ovProtected Phases 1 6 2 4 4 1 4Permitted PhasesActuated Green, G (s) 10.0 35.0 20.0 25.0 25.0 35.0Effective Green, g (s) 10.0 35.0 20.0 25.0 25.0 35.0Actuated g/C Ratio 0.10 0.35 0.20 0.25 0.25 0.35Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 175 1227 681 381 426 533v/s Ratio Prot c0.16 c0.10 0.06 0.04 c0.16 0.07v/s Ratio Permv/c Ratio 1.59 0.29 0.31 0.15 0.64 0.19Uniform Delay, d1 45.0 23.5 34.1 29.2 33.5 22.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 290.2 0.6 1.2 0.8 7.1 0.8Delay (s) 335.2 24.1 35.3 30.1 40.6 23.4Level of Service F C D C D CApproach Delay (s) 161.6 32.6 31.7Approach LOS F C C


UMASS Amherst :: Gateway Study No Build PM Peak Hr58: Fearing Street & Lincoln Ave Timing Plan: 10858.07





UMASS Amherst :: Gateway Study No Build PM Peak Hr59: Massachusetts Ave & Lincoln Ave Timing Plan: 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 24 479 68 32 423 20 94 14 74 22 16 34Sign Control Free Free Stop StopGrade 0% 0% 0% 0%Peak Hour Factor 0.71 0.71 0.71 0.92 0.92 0.92 0.57 0.57 0.57 0.64 0.64 0.64Hourly flow rate (vph) 34 675 96 35 460 22 165 25 130 34 25 53PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 1070 1281pX, platoon unblocked 0.96 0.96 0.96 0.96 0.96 0.96vC, conflicting volume 482 770 1385 1341 723 1425 1378 471vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 482 737 1380 1334 687 1421 1373 471tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.2 6.6 6.3tC, 2 stage (s)tF (s) 2.2 2.2 3.5 4.0 3.3 3.6 4.1 3.4p0 queue free % 97 96 0 82 70 42 80 91cM capacity (veh/h) 1076 831 84 136 426 59 124 575

Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1Volume Total 34 770 35 482 319 112Volume Left 34 0 35 0 165 34Volume Right 0 96 0 22 130 53cSH 1076 1700 831 1700 130 128Volume to Capacity 0.03 0.45 0.04 0.28 2.45 0.88Queue Length 95th (ft) 2 0 3 0 698 140Control Delay (s) 8.5 0.0 9.5 0.0 728.0 114.3Lane LOS A A F FApproach Delay (s) 0.4 0.6 728.0 114.3Approach LOS F F


UMASS Amherst :: Gateway Study No Build PM Peak Hr60: Pray Street & Triangle St Timing Plan: 10858.07





UMASS Amherst :: Gateway Study No Build PM Peak Hr71: Fearing Street & N Pleasant St Timing Plan: 10858.07



Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 154 3 581 551Volume Left 39 1 94 0Volume Right 114 0 0 34cSH 388 180 994 1066Volume to Capacity 0.40 0.02 0.09 0.00Queue Length 95th (ft) 47 1 8 0Control Delay (s) 20.3 25.4 2.5 0.0Lane LOS C D AApproach Delay (s) 20.3 25.4 2.5 0.0Approach LOS C D


UMASS Amherst :: Gateway Study No Build PM Peak Hr81: Massachusetts Ave & Sunset Ave Timing Plan: 10858.07





UMASS Amherst :: Gateway Study No Build PM Peak Hr85: Fearing Street & Sunset Ave Timing Plan: 10858.07





UMASS Amherst :: Gateway Study No Build PM Peak Hr86: Main Street & Triangle Street Timing Plan: 10858.07





UMASS Amherst :: Gateway Study No Build PM Peak Hr86: Main Street & Triangle Street Timing Plan: 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 58 310 0 0 228 229 7 14 5 373 80 40Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 0.97 0.99Flt Protected 0.99 1.00 1.00 0.99 0.96Satd. Flow (prot) 1762 1863 1583 1789 1775Flt Permitted 0.87 1.00 1.00 0.99 0.96Satd. Flow (perm) 1549 1863 1583 1789 1775Peak-hour factor, PHF 0.89 0.89 0.89 0.75 0.75 0.75 0.75 0.75 0.75 0.91 0.91 0.91Adj. Flow (vph) 65 348 0 0 304 305 9 19 7 410 88 44RTOR Reduction (vph) 0 0 0 0 0 192 0 7 0 0 2 0Lane Group Flow (vph) 0 413 0 0 304 113 0 28 0 0 540 0Heavy Vehicles (%) 7% 7% 7% 2% 2% 2% 2% 2% 2% 2% 2% 2%Turn Type Perm Perm Perm Split SplitProtected Phases 3 3 2 2 1 1Permitted Phases 3 3 3Actuated Green, G (s) 33.4 33.4 33.4 4.5 34.2Effective Green, g (s) 33.4 33.4 33.4 4.5 34.2Actuated g/C Ratio 0.37 0.37 0.37 0.05 0.38Clearance Time (s) 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 575 692 588 90 675v/s Ratio Prot 0.16 c0.02 c0.30v/s Ratio Perm c0.27 0.07v/c Ratio 0.72 0.44 0.19 0.32 0.80Uniform Delay, d1 24.2 21.2 19.1 41.2 24.8Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 4.3 0.4 0.2 2.0 6.6Delay (s) 28.5 21.7 19.3 43.2 31.4Level of Service C C B D CApproach Delay (s) 28.5 20.5 43.2 31.4Approach LOS C C D C


UMASS Amherst :: Gateway Study No Build PM Peak Hr92: Massachusetts Ave & Parking Lot 34 Timing Plan: 10858.07



Direction, Lane # EB 1 WB 1 NB 1Volume Total 701 510 163Volume Left 0 16 89Volume Right 18 0 74cSH 1700 896 252Volume to Capacity 0.41 0.02 0.65Queue Length 95th (ft) 0 1 101Control Delay (s) 0.0 0.5 42.0Lane LOS A EApproach Delay (s) 0.0 0.5 42.0Approach LOS E


Build Conditions

UMASS Amherst :: Gateway Study Build PM Peak Hr2: Triangle Street & E Pleasant St Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_PM_Build_120612.syn QueuesVHB 2/4/2013

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ø9Lane ConfigurationsVolume (vph) 54 246 222 27 241 53 201 263 32 30 217 51Ideal 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 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 0 275 0 0 320 80 50 95Storage Lanes 0 1 0 0 1 0 1 0Taper Length (ft) 25 25 25 25 25 25 25 25Right Turn on Red Yes Yes Yes YesLink Speed (mph) 30 30 30 30Link Distance (ft) 769 552 449 379Travel Time (s) 17.5 12.5 10.2 8.6Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.82 0.82 0.82 0.84 0.84 0.84 0.94 0.94 0.94 0.79 0.79 0.79Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 5% 5% 5% 0% 0% 0% 4% 4% 4% 1% 1% 1%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 366 271 0 382 0 214 314 0 38 340 0Turn Type Perm pm+ov Perm pm+pt PermProtected Phases 3 2 3 2 1 2 1 9Permitted Phases 3 3 3 1 2 1Detector Phase 3 3 2 3 3 2 1 2 1 1Switch PhaseMinimum Initial (s) 16.0 16.0 13.0 16.0 16.0 13.0 26.0 26.0 7.0Minimum Split (s) 22.0 22.0 19.0 22.0 22.0 19.0 32.0 32.0 15.0Total Split (s) 36.0 36.0 21.0 36.0 36.0 0.0 21.0 59.0 0.0 38.0 38.0 0.0 15.0Total Split (%) 32.7% 32.7% 19.1% 32.7% 32.7% 0.0% 19.1% 53.6% 0.0% 34.5% 34.5% 0.0% 14%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 4.0Lead/Lag Lag Lag Lead LeadLead-Lag Optimize? Yes Yes Yes YesRecall Mode None None None None None None None None Nonev/c Ratio 0.78 0.28 0.71 0.48 0.34 0.14 0.62Control Delay 42.3 2.7 36.3 23.0 14.9 26.9 33.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 42.3 2.7 36.3 23.0 14.9 26.9 33.2Queue Length 50th (ft) 175 0 173 61 92 15 154Queue Length 95th (ft) #374 30 #366 138 198 42 253Internal Link Dist (ft) 689 472 369 299Turn Bay Length (ft) 275 320 50Base Capacity (vph) 470 912 540 481 954 320 651Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.78 0.30 0.71 0.44 0.33 0.12 0.52



UMASS Amherst :: Gateway Study Build PM Peak Hr2: Triangle Street & E Pleasant St Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_PM_Build_120612.syn HCM Signalized Intersection Capacity AnalysisVHB 2/4/2013

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 54 246 222 27 241 53 201 263 32 30 217 51Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 0.98 1.00 0.98 1.00 0.97Flt Protected 0.99 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1793 1538 1850 1736 1797 1787 1827Flt Permitted 0.79 1.00 0.87 0.36 1.00 0.48 1.00Satd. Flow (perm) 1424 1538 1613 653 1797 908 1827Peak-hour factor, PHF 0.82 0.82 0.82 0.84 0.84 0.84 0.94 0.94 0.94 0.79 0.79 0.79Adj. Flow (vph) 66 300 271 32 287 63 214 280 34 38 275 65RTOR Reduction (vph) 0 0 146 0 6 0 0 4 0 0 8 0Lane Group Flow (vph) 0 366 125 0 376 0 214 310 0 38 332 0Heavy Vehicles (%) 5% 5% 5% 0% 0% 0% 4% 4% 4% 1% 1% 1%Turn Type Perm pm+ov Perm pm+pt PermProtected Phases 3 2 3 2 1 2 1Permitted Phases 3 3 3 1 2 1Actuated Green, G (s) 30.3 43.7 30.3 40.6 46.6 27.2 27.2Effective Green, g (s) 30.3 43.7 30.3 40.6 46.6 27.2 27.2Actuated g/C Ratio 0.32 0.46 0.32 0.43 0.49 0.29 0.29Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 456 807 516 433 884 261 525v/s Ratio Prot 0.02 c0.07 0.17 c0.18v/s Ratio Perm c0.26 0.06 0.23 0.14 0.04v/c Ratio 0.80 0.15 0.73 0.49 0.35 0.15 0.63Uniform Delay, d1 29.5 14.8 28.6 27.2 14.8 25.1 29.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 9.8 0.1 5.1 0.9 0.2 0.3 2.5Delay (s) 39.3 14.9 33.7 28.1 15.0 25.4 31.9Level of Service D B C C B C CApproach Delay (s) 28.9 33.7 20.3 31.2Approach LOS C C C C


UMASS Amherst :: Gateway Study Build PM Peak Hr3: Massachusetts Ave & N University Dr Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Gateway_PM_Build_120612.syn HCM Unsignalized Intersection Capacity AnalysisVHB 2/4/2013




UMASS Amherst :: Gateway Study Build PM Peak Hr4: Fearing Street & N University Drive Timing Plan: 10858.07





UMASS Amherst :: Gateway Study Build PM Peak Hr12: Massachusetts Ave & Commonwealth Ave Timing Plan: 10858.07


Lane Group EBL EBT WBT WBR SBL SBR ø3 ø5Lane ConfigurationsVolume (vph) 319 273 380 238 379 759Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12Grade (%) 0% 0% 0%Storage Length (ft) 250 0 0 0Storage Lanes 1 0 1 1Taper Length (ft) 25 25 25 25Right Turn on Red Yes YesLink Speed (mph) 30 30 30Link Distance (ft) 402 632 1142Travel Time (s) 9.1 14.4 26.0Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.94 0.94 0.92 0.92 0.80 0.80Growth Factor 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 1% 1% 2% 2% 0% 0%Bus Blockages (#/hr) 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 339 290 672 0 474 949Turn Type Prot pt+ovProtected Phases 3 5 2 6 4 3 4 5 3 5Permitted PhasesDetector Phase 3 5 2 6 4 3 4 5Switch PhaseMinimum Initial (s) 10.0 10.0 6.0 6.0 6.0Minimum Split (s) 15.0 15.0 11.0 31.0 11.0Total Split (s) 51.0 43.0 23.0 0.0 20.0 71.0 31.0 20.0Total Split (%) 54.3% 45.7% 24.5% 0.0% 21.3% 75.5% 33% 21%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 4.0 5.0 5.0Lead/Lag Lead Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode None None None None Nonev/c Ratio 0.40 0.20 0.91 1.59 0.83Control Delay 17.0 18.1 46.9 307.6 17.2Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 17.0 18.1 46.9 307.6 17.2Queue Length 50th (ft) 122 57 170 ~413 324Queue Length 95th (ft) 188 86 #275 #517 381Internal Link Dist (ft) 322 552 1062Turn Bay Length (ft) 250Base Capacity (vph) 908 1501 767 299 1146Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.37 0.19 0.88 1.59 0.83



UMASS Amherst :: Gateway Study Build PM Peak Hr12: Massachusetts Ave & Commonwealth Ave Timing Plan: 10858.07


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 319 273 380 238 379 759Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00Frt 1.00 1.00 0.94 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1787 3574 3335 1805 1615Flt Permitted 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1787 3574 3335 1805 1615Peak-hour factor, PHF 0.94 0.94 0.92 0.92 0.80 0.80Adj. Flow (vph) 339 290 413 259 474 949RTOR Reduction (vph) 0 0 104 0 0 18Lane Group Flow (vph) 339 290 568 0 474 931Heavy Vehicles (%) 1% 1% 2% 2% 0% 0%Turn Type Prot pt+ovProtected Phases 3 5 2 6 4 3 4 5Permitted PhasesActuated Green, G (s) 43.4 37.5 17.4 15.1 63.5Effective Green, g (s) 43.4 37.5 17.4 15.1 63.5Actuated g/C Ratio 0.48 0.41 0.19 0.17 0.70Clearance Time (s) 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 853 1474 638 300 1128v/s Ratio Prot 0.19 0.08 c0.17 c0.26 c0.58v/s Ratio Permv/c Ratio 0.40 0.20 0.89 1.58 0.83Uniform Delay, d1 15.3 17.1 35.8 37.9 9.7Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 0.1 14.3 276.4 5.0Delay (s) 15.6 17.1 50.1 314.3 14.8Level of Service B B D F BApproach Delay (s) 16.3 50.1 114.6Approach LOS B D F

Intersection SummaryHCM Average Control Delay 76.0 HCM Level of Service EHCM Volume to Capacity ratio 1.02Actuated Cycle Length (s) 90.9 Sum of lost time (s) 15.0Intersection Capacity Utilization 73.5% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

UMASS Amherst :: Gateway Study Build PM Peak Hr14: Massachusetts Ave & Robsham Visitors Center Entrance Timing Plan: 10858.07



Direction, Lane # EB 1 WB 1 SB 1Volume Total 824 575 200Volume Left 0 52 92Volume Right 44 0 80cSH 1700 806 144Volume to Capacity 0.48 0.06 1.39Queue Length 95th (ft) 0 5 322Control Delay (s) 0.0 1.7 271.6Lane LOS A FApproach Delay (s) 0.0 1.7 271.6Approach LOS F


UMASS Amherst :: Gateway Study Build PM Peak Hr16: Massachusetts Ave & Robsham Visitors Center Dr Timing Plan: 10858.07





UMASS Amherst :: Gateway Study Build PM Peak Hr21: Massachusetts Ave & N Pleasant St Timing Plan: 10858.07


Lane Group EBL EBT WBT WBR SBL SBR ø9Lane ConfigurationsVolume (vph) 245 377 258 215 270 278Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12Grade (%) 0% 0% 0%Storage Length (ft) 250 180 0 0Storage Lanes 1 2 1 1Taper Length (ft) 25 25 25 25Right Turn on Red Yes YesLink Speed (mph) 30 30 30Link Distance (ft) 341 1023 406Travel Time (s) 7.8 23.3 9.2Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.88 0.88 0.90 0.90 0.96 0.96Growth Factor 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 3% 3% 6% 6% 6% 6%Bus Blockages (#/hr) 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 278 428 287 239 281 290Turn Type Prot Over pt+ovProtected Phases 1 6 2 4 4 1 4 9Permitted PhasesDetector Phase 1 6 2 4 4 1 4Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 4.0Minimum Split (s) 15.0 16.0 16.0 16.0 16.0 30.0Total Split (s) 15.0 40.0 25.0 30.0 30.0 45.0 30.0Total Split (%) 15.0% 40.0% 25.0% 30.0% 30.0% 45.0% 30%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lead/Lag Lead LagLead-Lag Optimize?Recall Mode Max Max Max Max Max Maxv/c Ratio 1.59 0.35 0.42 0.43 0.66 0.40Control Delay 322.1 25.1 37.2 6.7 42.2 3.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 322.1 25.1 37.2 6.7 42.2 3.1Queue Length 50th (ft) ~254 105 84 0 161 0Queue Length 95th (ft) #403 142 125 59 251 27Internal Link Dist (ft) 261 943 326Turn Bay Length (ft) 250 180Base Capacity (vph) 175 1227 681 560 426 722Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 1.59 0.35 0.42 0.43 0.66 0.40



UMASS Amherst :: Gateway Study Build PM Peak Hr21: Massachusetts Ave & N Pleasant St Timing Plan: 10858.07


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 245 377 258 215 270 278Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1752 3505 3406 1524 1703 1524Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 1752 3505 3406 1524 1703 1524Peak-hour factor, PHF 0.88 0.88 0.90 0.90 0.96 0.96Adj. Flow (vph) 278 428 287 239 281 290RTOR Reduction (vph) 0 0 0 179 0 189Lane Group Flow (vph) 278 428 287 60 281 102Heavy Vehicles (%) 3% 3% 6% 6% 6% 6%Turn Type Prot Over pt+ovProtected Phases 1 6 2 4 4 1 4Permitted PhasesActuated Green, G (s) 10.0 35.0 20.0 25.0 25.0 35.0Effective Green, g (s) 10.0 35.0 20.0 25.0 25.0 35.0Actuated g/C Ratio 0.10 0.35 0.20 0.25 0.25 0.35Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 175 1227 681 381 426 533v/s Ratio Prot c0.16 0.12 c0.08 0.04 c0.17 0.07v/s Ratio Permv/c Ratio 1.59 0.35 0.42 0.16 0.66 0.19Uniform Delay, d1 45.0 24.1 34.9 29.3 33.7 22.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 290.2 0.8 1.9 0.9 7.8 0.8Delay (s) 335.2 24.8 36.9 30.1 41.5 23.4Level of Service F C D C D CApproach Delay (s) 147.1 33.8 32.3Approach LOS F C C

Intersection SummaryHCM Average Control Delay 77.7 HCM Level of Service EHCM Volume to Capacity ratio 0.74Actuated Cycle Length (s) 100.0 Sum of lost time (s) 45.0Intersection Capacity Utilization 49.4% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

UMASS Amherst :: Gateway Study Build PM Peak Hr58: Fearing Street & Lincoln Ave Timing Plan: 10858.07





UMASS Amherst :: Gateway Study Build PM Peak Hr59: Massachusetts Ave & Lincoln Ave Timing Plan: 10858.07



Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1Volume Total 34 866 35 554 319 112Volume Left 34 0 35 0 165 34Volume Right 0 96 0 22 130 53cSH 1008 1700 759 1700 101 97Volume to Capacity 0.03 0.51 0.05 0.33 3.18 1.16Queue Length 95th (ft) 3 0 4 0 Err 189Control Delay (s) 8.7 0.0 10.0 0.0 Err 223.8Lane LOS A A F FApproach Delay (s) 0.3 0.6 Err 223.8Approach LOS F F


UMASS Amherst :: Gateway Study Build PM Peak Hr60: Pray Street & Triangle St Timing Plan: 10858.07





UMASS Amherst :: Gateway Study Build PM Peak Hr71: Fearing Street & N Pleasant St Timing Plan: 10858.07



Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 160 3 691 634Volume Left 42 1 99 0Volume Right 117 0 0 36cSH 330 147 912 956Volume to Capacity 0.49 0.02 0.11 0.00Queue Length 95th (ft) 63 2 9 0Control Delay (s) 25.8 30.1 2.7 0.0Lane LOS D D AApproach Delay (s) 25.8 30.1 2.7 0.0Approach LOS D D


UMASS Amherst :: Gateway Study Build PM Peak Hr81: Massachusetts Ave & Sunset Ave Timing Plan: 10858.07



Direction, Lane # EB 1 WB 1 NB 1Volume Total 776 792 50Volume Left 0 0 0Volume Right 32 0 50cSH 1700 1700 410Volume to Capacity 0.46 0.47 0.12Queue Length 95th (ft) 0 0 10Control Delay (s) 0.0 0.0 15.0Lane LOS CApproach Delay (s) 0.0 0.0 15.0Approach LOS C


UMASS Amherst :: Gateway Study Build PM Peak Hr85: Fearing Street & Sunset Ave Timing Plan: 10858.07





UMASS Amherst :: Gateway Study Build PM Peak Hr86: Main Street & Triangle Street Timing Plan: 10858.07



Intersection SummaryArea Type: OtherCycle Length: 127Actuated Cycle Length: 88Natural Cycle: 100Control Type: Semi Act-Uncoord# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.


UMASS Amherst :: Gateway Study Build PM Peak Hr86: Main Street & Triangle Street Timing Plan: 10858.07


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 58 310 0 0 228 232 7 19 5 376 84 40Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 0.98 0.99Flt Protected 0.99 1.00 1.00 0.99 0.96Satd. Flow (prot) 1762 1863 1583 1800 1776Flt Permitted 0.85 1.00 1.00 0.99 0.96Satd. Flow (perm) 1510 1863 1583 1800 1776Peak-hour factor, PHF 0.89 0.89 0.89 0.75 0.75 0.75 0.75 0.75 0.75 0.91 0.91 0.91Adj. Flow (vph) 65 348 0 0 304 309 9 25 7 413 92 44RTOR Reduction (vph) 0 0 0 0 0 198 0 7 0 0 2 0Lane Group Flow (vph) 0 413 0 0 304 111 0 34 0 0 547 0Heavy Vehicles (%) 7% 7% 7% 2% 2% 2% 2% 2% 2% 2% 2% 2%Turn Type Perm Perm Perm Split SplitProtected Phases 3 3 2 2 1 1Permitted Phases 3 3 3Actuated Green, G (s) 33.1 33.1 33.1 4.7 36.4Effective Green, g (s) 33.1 33.1 33.1 4.7 36.4Actuated g/C Ratio 0.36 0.36 0.36 0.05 0.40Clearance Time (s) 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 543 670 569 92 702v/s Ratio Prot 0.16 c0.02 c0.31v/s Ratio Perm c0.27 0.07v/c Ratio 0.76 0.45 0.20 0.37 0.78Uniform Delay, d1 26.0 22.6 20.3 42.3 24.3Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 6.2 0.5 0.2 2.5 5.5Delay (s) 32.2 23.1 20.5 44.8 29.8Level of Service C C C D CApproach Delay (s) 32.2 21.8 44.8 29.8Approach LOS C C D C


UMASS Amherst :: Gateway Study Build PM Peak Hr92: Massachusetts Ave & Parking Lot 34 Timing Plan: 10858.07





Garage Diversion

UMASS Amherst :: Gateway Study Build PM Peak Hr - Garage Diversion21: Massachusetts Ave & N Pleasant St Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Mitigation\Garage Diversion_PM.syn Lanes, Volumes, TimingsVHB 2/4/2013

Lane Group EBL EBT WBT WBR SBL SBR ø9Lane ConfigurationsVolume (vph) 214 252 201 246 281 267Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12Grade (%) 0% 0% 0%Storage Length (ft) 250 180 0 0Storage Lanes 1 2 1 1Taper Length (ft) 25 25 25 25Right Turn on Red Yes YesLink Speed (mph) 30 30 30Link Distance (ft) 705 371 406Travel Time (s) 16.0 8.4 9.2Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.88 0.88 0.90 0.90 0.96 0.96Growth Factor 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 3% 3% 6% 6% 6% 6%Bus Blockages (#/hr) 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 243 286 223 273 293 278Turn Type Prot Over pt+ovProtected Phases 1 6 4 4 1 4 9Permitted Phases 2Detector Phase 1 6 2 4 4 1 4Switch PhaseMinimum Initial (s) 10.0 10.0 10.0 10.0 10.0 4.0Minimum Split (s) 15.0 16.0 16.0 16.0 16.0 30.0Total Split (s) 15.0 40.0 25.0 30.0 30.0 45.0 30.0Total Split (%) 15.0% 40.0% 25.0% 30.0% 30.0% 45.0% 30%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 2.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 0.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lead/Lag Lead LagLead-Lag Optimize?Recall Mode Max Max Max Max Max Maxv/c Ratio 1.39 0.23 0.33 0.47 0.69 0.39Control Delay 241.8 23.6 35.8 6.7 43.5 3.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 241.8 23.6 35.8 6.7 43.5 3.1Queue Length 50th (ft) ~207 67 64 0 170 0Queue Length 95th (ft) #349 96 100 62 264 27Internal Link Dist (ft) 625 291 326Turn Bay Length (ft) 250 180Base Capacity (vph) 175 1227 681 586 426 714Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 1.39 0.23 0.33 0.47 0.69 0.39



UMASS Amherst :: Gateway Study Build PM Peak Hr - Garage Diversion21: Massachusetts Ave & N Pleasant St Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Mitigation\Garage Diversion_PM.syn HCM Signalized Intersection Capacity AnalysisVHB 2/4/2013

Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 214 252 201 246 281 267Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1752 3505 3406 1524 1703 1524Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 1752 3505 3406 1524 1703 1524Peak-hour factor, PHF 0.88 0.88 0.90 0.90 0.96 0.96Adj. Flow (vph) 243 286 223 273 293 278RTOR Reduction (vph) 0 0 0 205 0 181Lane Group Flow (vph) 243 286 223 68 293 97Heavy Vehicles (%) 3% 3% 6% 6% 6% 6%Turn Type Prot Over pt+ovProtected Phases 1 6 4 4 1 4Permitted Phases 2Actuated Green, G (s) 10.0 35.0 20.0 25.0 25.0 35.0Effective Green, g (s) 10.0 35.0 20.0 25.0 25.0 35.0Actuated g/C Ratio 0.10 0.35 0.20 0.25 0.25 0.35Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 175 1227 681 381 426 533v/s Ratio Prot c0.14 0.08 0.04 c0.17 0.06v/s Ratio Perm c0.07v/c Ratio 1.39 0.23 0.33 0.18 0.69 0.18Uniform Delay, d1 45.0 23.0 34.2 29.4 34.0 22.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 206.0 0.4 1.3 1.0 8.8 0.8Delay (s) 251.0 23.4 35.5 30.5 42.7 23.3Level of Service F C D C D CApproach Delay (s) 128.0 32.7 33.3Approach LOS F C C

Intersection SummaryHCM Average Control Delay 64.5 HCM Level of Service EHCM Volume to Capacity ratio 0.68Actuated Cycle Length (s) 100.0 Sum of lost time (s) 45.0Intersection Capacity Utilization 48.3% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

UMASS Amherst :: Gateway Study Build PM Peak Hr - Garage Diversion59: Massachusetts Ave & Lincoln Ave Timing Plan: 10858.07


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 24 470 158 27 490 20 194 14 81 22 16 34Ideal 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 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 100 0 100 0 0 0 0 0Storage Lanes 1 0 1 0 0 0 0 0Taper Length (ft) 25 25 25 25 25 25 25 25Link Speed (mph) 30 30 30 30Link Distance (ft) 438 384 211 251Travel Time (s) 10.0 8.7 4.8 5.7Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.71 0.71 0.71 0.92 0.92 0.92 0.57 0.57 0.57 0.64 0.64 0.64Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 3% 3% 3% 2% 2% 2% 3% 3% 3% 11% 11% 11%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 34 885 0 29 555 0 0 507 0 0 112 0Sign Control Free Free Stop Stop


UMASS Amherst :: Gateway Study Build PM Peak Hr - Garage Diversion59: Massachusetts Ave & Lincoln Ave Timing Plan: 10858.07

\\mawatr\TS\10858.07\tech\Synchro\Mitigation\Garage Diversion_PM.syn HCM Unsignalized Intersection Capacity AnalysisVHB 2/4/2013


Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1Volume Total 34 885 29 554 507 112Volume Left 34 0 29 0 340 34Volume Right 0 223 0 22 142 53cSH 1011 1700 765 1700 92 109Volume to Capacity 0.03 0.52 0.04 0.33 5.50 1.03Queue Length 95th (ft) 3 0 3 0 Err 168Control Delay (s) 8.7 0.0 9.9 0.0 Err 170.4Lane LOS A A F FApproach Delay (s) 0.3 0.5 Err 170.4Approach LOS F F


UMASS Amherst :: Gateway Study Build PM Peak Hr - Garage Diversion71: Fearing Street & N Pleasant St Timing Plan: 10858.07


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 38 1 130 1 2 0 80 404 0 0 507 32Ideal 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 12 12 12Grade (%) 0% 0% 0% 0%Storage Length (ft) 0 0 0 0 0 0 0 0Storage Lanes 0 0 0 0 0 0 0 0Taper Length (ft) 25 25 25 25 25 25 25 25Link Speed (mph) 30 30 30 30Link Distance (ft) 1472 203 769 653Travel Time (s) 33.5 4.6 17.5 14.8Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.90 0.92 0.90 0.92 0.92 0.92 0.70 0.70 0.92 0.92 0.89 0.89Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 3% 2% 3% 2% 2% 2% 4% 4% 2% 2% 11% 11%Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 0 187 0 0 3 0 0 691 0 0 606 0Sign Control Stop Stop Free Free


UMASS Amherst :: Gateway Study Build PM Peak Hr - Garage Diversion71: Fearing Street & N Pleasant St Timing Plan: 10858.07



Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 188 3 691 606Volume Left 42 1 114 0Volume Right 144 0 0 36cSH 299 103 949 971Volume to Capacity 0.63 0.03 0.12 0.00Queue Length 95th (ft) 99 2 10 0Control Delay (s) 35.4 41.2 3.0 0.0Lane LOS E E AApproach Delay (s) 35.4 41.2 3.0 0.0Approach LOS E E


UMASS Amherst :: Gateway Study Build PM Peak Hr - Garage Diversion96: Gateway St & N Pleasant St Timing Plan: 10858.07


Lane Group EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 31 100 46 396 522 11Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12Grade (%) 0% 0% 0%Storage Length (ft) 0 0 0 0Storage Lanes 1 0 0 0Taper Length (ft) 25 25 25 25Link Speed (mph) 30 30 30Link Distance (ft) 1140 653 371Travel Time (s) 25.9 14.8 8.4Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%Bus Blockages (#/hr) 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 143 0 0 480 579 0Sign Control Stop Free Free


UMASS Amherst :: Gateway Study Build PM Peak Hr - Garage Diversion96: Gateway St & N Pleasant St Timing Plan: 10858.07


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (veh/h) 31 100 46 396 522 11Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 34 109 50 430 567 12PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 371pX, platoon unblocked 0.91 0.91 0.91vC, conflicting volume 1104 573 579vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1064 481 488tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 84 80 95cM capacity (veh/h) 213 532 978

Direction, Lane # EB 1 NB 1 SB 1Volume Total 142 480 579Volume Left 34 50 0Volume Right 109 0 12cSH 393 978 1700Volume to Capacity 0.36 0.05 0.34Queue Length 95th (ft) 41 4 0Control Delay (s) 19.3 1.5 0.0Lane LOS C AApproach Delay (s) 19.3 1.5 0.0Approach LOS C


UMASS Amherst :: Gateway Study Build PM Peak Hr - Garage Diversion99: South Garage & Lincoln Ave Timing Plan: 10858.07


Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 25 240 49 11 33 168Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (ft) 12 12 12 12 12 12Grade (%) 0% 0% 0%Storage Length (ft) 0 0 0 0Storage Lanes 1 0 0 0Taper Length (ft) 25 25 25 25Link Speed (mph) 30 30 30Link Distance (ft) 154 222 211Travel Time (s) 3.5 5.0 4.8Confl. Peds. (#/hr)Confl. Bikes (#/hr)Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor 100% 100% 100% 100% 100% 100%Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%Bus Blockages (#/hr) 0 0 0 0 0 0Parking (#/hr)Mid-Block Traffic (%) 0% 0% 0%Shared Lane Traffic (%)Lane Group Flow (vph) 288 0 65 0 0 219Sign Control Stop Free Free


UMASS Amherst :: Gateway Study Build PM Peak Hr - Garage Diversion99: South Garage & Lincoln Ave Timing Plan: 10858.07





Documents

Gateway Transportation Study - Amherst, MA