dunkin donuts 653 tyler street -traffic study
DESCRIPTION
Dunkin Donuts 653 Tyler Street -Traffic StudyTRANSCRIPT
Re: Traffic Impact Statement Tyler Street/Parker Street Dunkin' Donuts Pittsfield, Massachusetts
Existing Conditions
Study Area
Tyler Street
:Commonwealth of MassachusettsCommonwealth of MassachusettsFunctional Classification
Burbank Street
Brown Street
Parker Street
Vehicle Crash Analysis
TABLE 1
ConditionTyler Street at Burbank Street
Tyler Street at Brown Street
Tyler Street at Parker Street
Year:
Total 4 9 6
Accident Type:
Total 4 9 6
Accident Manner:
Total 4 9 6
Road Conditions:
Total 4 9 6
Weather:
Total 4 9 6
Traffic Volumes
Transportation Data Management System
Future Conditions
No Build Conditions
Build Conditions
Trip Generation
Transportation Data Management System
Trip Generation Manual
TABLE 2
Peak Hour/Direction Proposed Trips Pass-By Trips New Trips
Weekday AM:
Weekday PM:
Traffic Volumes
Trip Generation Handbook
Site Access and Layout
Vehicular Access
Pedestrian Access
Internal Circulation
Smart Growth Transportation Guidelines: An ITE Recommended Practice
Loading
Capacity and Queue Analyses
Capacity Analysis Methodology
Queue Analysis Methodology
Highway Capacity Manual
Analysis Results
Tighe&Bond
TAB
LE 3
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Tighe&Bond
TAB
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Conclusion
TIGHE & BOND, INC.
Appendix A Existing Traffic Volumes
File Name : AM Peak - Tyler @ ParkerSite Code : 3Start Date : 10/2/2012Page No : 1
N / S: Parker StreetE / W: Tyler StreetCity, State: Pittsfield, MassachusettsClient: Tighe & Bond / P. Furgal
Groups Printed- PCs and Peds - Heavy Vehicles - BicyclesParker
From NorthTyler
From EastParker
From SouthTyler
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
07:00 AM 2 0 0 0 2 0 67 1 0 68 0 0 3 3 6 1 47 1 0 49 12507:15 AM 1 1 1 2 5 1 73 1 0 75 0 0 0 1 1 0 59 0 0 59 14007:30 AM 3 0 0 2 5 2 92 2 0 96 0 0 0 2 2 1 73 0 0 74 17707:45 AM 1 0 0 2 3 0 101 3 0 104 2 0 1 1 4 0 72 0 0 72 183
Total 7 1 1 6 15 3 333 7 0 343 2 0 4 7 13 2 251 1 0 254 625
08:00 AM 3 2 0 2 7 2 82 3 0 87 2 0 2 2 6 1 63 1 0 65 16508:15 AM 2 0 0 5 7 1 89 2 0 92 0 0 0 3 3 3 80 1 0 84 18608:30 AM 4 4 0 7 15 0 97 3 1 101 1 0 2 4 7 1 76 4 0 81 20408:45 AM 0 2 2 6 10 0 87 1 2 90 1 0 0 3 4 1 96 2 0 99 203
Total 9 8 2 20 39 3 355 9 3 370 4 0 4 12 20 6 315 8 0 329 758
Grand Total 16 9 3 26 54 6 688 16 3 713 6 0 8 19 33 8 566 9 0 583 1383Apprch % 29.6 16.7 5.6 48.1 0.8 96.5 2.2 0.4 18.2 0 24.2 57.6 1.4 97.1 1.5 0
Total % 1.2 0.7 0.2 1.9 3.9 0.4 49.7 1.2 0.2 51.6 0.4 0 0.6 1.4 2.4 0.6 40.9 0.7 0 42.2PCs and Peds% PCs and Peds 81.2 100 100 100 94.4 66.7 96.7 87.5 100 96.2 100 0 100 100 100 100 95.9 100 0 96.1 96.2Heavy Vehicles
% Heavy Vehicles 12.5 0 0 0 3.7 33.3 2.9 12.5 0 3.4 0 0 0 0 0 0 3.5 0 0 3.4 3.3Bicycles 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 7
% Bicycles 6.2 0 0 0 1.9 0 0.4 0 0 0.4 0 0 0 0 0 0 0.5 0 0 0.5 0.5
ParkerFrom North
TylerFrom East
ParkerFrom South
TylerFrom West
Start Time Right Thru Peds App. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 3 2 0 2 7 2 82 3 0 87 2 0 2 2 6 1 63 1 0 65 16508:15 AM 2 0 0 5 7 1 89 2 0 92 0 0 0 3 3 3 80 1 0 84 18608:30 AM 4 4 0 7 15 0 97 3 1 101 1 0 2 4 7 1 76 4 0 81 20408:45 AM 0 2 2 6 10 0 87 1 2 90 1 0 0 3 4 1 96 2 0 99 203Total Volume 9 8 2 20 39 3 355 9 3 370 4 0 4 12 20 6 315 8 0 329 758% App. Total 23.1 20.5 5.1 51.3 0.8 95.9 2.4 0.8 20 0 20 60 1.8 95.7 2.4 0
PHF .563 .500 .250 .714 .650 .375 .915 .750 .375 .916 .500 .000 .500 .750 .714 .500 .820 .500 .000 .831 .929
Innovative Data, LLCPO Box 468
Belchertown, Massachusettswww.innovativedatallc.com or 1.413.668.5094
File Name : AM Peak - Tyler @ ParkerSite Code : 3Start Date : 10/2/2012Page No : 1
N / S: Parker StreetE / W: Tyler StreetCity, State: Pittsfield, MassachusettsClient: Tighe & Bond / P. Furgal
Groups Printed- Heavy VehiclesParker
From NorthTyler
From EastParker
From SouthTyler
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
07:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 307:15 AM 0 0 0 0 0 1 4 0 0 5 0 0 0 0 0 0 1 0 0 1 607:30 AM 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 507:45 AM 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 4 0 0 4 6
Total 1 0 0 0 1 1 8 1 0 10 0 0 0 0 0 0 9 0 0 9 20
08:00 AM 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 0 2 0 0 2 608:15 AM 1 0 0 0 1 0 5 0 0 5 0 0 0 0 0 0 4 0 0 4 1008:30 AM 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 0 4 0 0 4 808:45 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2
Total 1 0 0 0 1 1 12 1 0 14 0 0 0 0 0 0 11 0 0 11 26
Grand Total 2 0 0 0 2 2 20 2 0 24 0 0 0 0 0 0 20 0 0 20 46Apprch % 100 0 0 0 8.3 83.3 8.3 0 0 0 0 0 0 100 0 0
Total % 4.3 0 0 0 4.3 4.3 43.5 4.3 0 52.2 0 0 0 0 0 0 43.5 0 0 43.5
ParkerFrom North
TylerFrom East
ParkerFrom South
TylerFrom West
Start Time Right Thru Peds App. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 4 0 0 4 608:00 AM 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 0 2 0 0 2 608:15 AM 1 0 0 0 1 0 5 0 0 5 0 0 0 0 0 0 4 0 0 4 1008:30 AM 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 0 4 0 0 4 8Total Volume 1 0 0 0 1 1 12 2 0 15 0 0 0 0 0 0 14 0 0 14 30% App. Total 100 0 0 0 6.7 80 13.3 0 0 0 0 0 0 100 0 0
PHF .250 .000 .000 .000 .250 .250 .600 .500 .000 .750 .000 .000 .000 .000 .000 .000 .875 .000 .000 .875 .750
Innovative Data, LLCPO Box 468
Belchertown, Massachusettswww.innovativedatallc.com or 1.413.668.5094
File Name : PM Peak - Tyler @ ParkerSite Code : 3Start Date : 10/2/2012Page No : 1
N / S: Parker StreetE / W: Tyler StreetCity, State: Pittsfield, MassachusettsClient: Tighe & Bond / P. Furgal
Groups Printed- PCs and Peds - Heavy Vehicles - BicyclesParker
From NorthTyler
From EastParker
From SouthTyler
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
03:30 PM 0 1 0 1 2 1 120 0 1 122 2 0 2 2 6 3 166 0 0 169 29903:45 PM 0 0 0 0 0 0 124 3 0 127 1 0 1 0 2 4 160 2 0 166 295
Total 0 1 0 1 2 1 244 3 1 249 3 0 3 2 8 7 326 2 0 335 594
04:00 PM 0 1 1 3 5 0 96 1 3 100 3 0 2 2 7 1 153 0 0 154 26604:15 PM 4 1 0 6 11 0 104 2 0 106 2 1 1 0 4 3 128 2 0 133 25404:30 PM 0 0 1 5 6 0 118 2 1 121 5 0 1 2 8 3 142 1 0 146 28104:45 PM 0 0 1 1 2 2 114 2 1 119 2 0 2 2 6 3 143 6 0 152 279
Total 4 2 3 15 24 2 432 7 5 446 12 1 6 6 25 10 566 9 0 585 1080
05:00 PM 0 1 0 3 4 1 86 3 2 92 1 1 0 2 4 1 172 1 1 175 27505:15 PM 0 1 0 1 2 0 100 5 1 106 2 0 1 2 5 2 154 0 0 156 269
Grand Total 4 5 3 20 32 4 862 18 9 893 18 2 10 12 42 20 1218 12 1 1251 2218Apprch % 12.5 15.6 9.4 62.5 0.4 96.5 2 1 42.9 4.8 23.8 28.6 1.6 97.4 1 0.1
Total % 0.2 0.2 0.1 0.9 1.4 0.2 38.9 0.8 0.4 40.3 0.8 0.1 0.5 0.5 1.9 0.9 54.9 0.5 0 56.4PCs and Peds 1196% PCs and Peds 100 100 100 100 100 100 98 100 100 98.1 100 100 100 100 100 100 98.2 100 100 98.2 98.2Heavy Vehicles
% Heavy Vehicles 0 0 0 0 0 0 1.3 0 0 1.2 0 0 0 0 0 0 1.4 0 0 1.4 1.3Bicycles 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 5 0 0 5 11
% Bicycles 0 0 0 0 0 0 0.7 0 0 0.7 0 0 0 0 0 0 0.4 0 0 0.4 0.5
ParkerFrom North
TylerFrom East
ParkerFrom South
TylerFrom 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. Total
Peak Hour Analysis From 03:30 PM to 05:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 0 1 0 1 2 1 120 0 1 122 2 0 2 2 6 3 166 0 0 169 29903:45 PM 0 0 0 0 0 0 124 3 0 127 1 0 1 0 2 4 160 2 0 166 29504:00 PM 0 1 1 3 5 0 96 1 3 100 3 0 2 2 7 1 153 0 0 154 26604:15 PM 4 1 0 6 11 0 104 2 0 106 2 1 1 0 4 3 128 2 0 133 254Total Volume 4 3 1 10 18 1 444 6 4 455 8 1 6 4 19 11 607 4 0 622 1114% App. Total 22.2 16.7 5.6 55.6 0.2 97.6 1.3 0.9 42.1 5.3 31.6 21.1 1.8 97.6 0.6 0
PHF .250 .750 .250 .417 .409 .250 .895 .500 .333 .896 .667 .250 .750 .500 .679 .688 .914 .500 .000 .920 .931
Innovative Data, LLCPO Box 468
Belchertown, Massachusettswww.innovativedatallc.com or 1.413.668.5094
File Name : PM Peak - Tyler @ ParkerSite Code : 3Start Date : 10/2/2012Page No : 1
N / S: Parker StreetE / W: Tyler StreetCity, State: Pittsfield, MassachusettsClient: Tighe & Bond / P. Furgal
Groups Printed- Heavy VehiclesParker
From NorthTyler
From EastParker
From SouthTyler
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
03:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 303:45 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 6
Total 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 6 0 0 6 9
04:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 5 0 0 5 604:15 PM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 604:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 204:45 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 5 0 0 5 0 0 0 0 0 0 10 0 0 10 15
05:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 105:15 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 3
Grand Total 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 0 17 0 0 17 28Apprch % 0 0 0 0 0 100 0 0 0 0 0 0 0 100 0 0
Total % 0 0 0 0 0 0 39.3 0 0 39.3 0 0 0 0 0 0 60.7 0 0 60.7
ParkerFrom North
TylerFrom East
ParkerFrom South
TylerFrom West
Start Time Right Thru Peds App. Total
Peak Hour Analysis From 03:30 PM to 05:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 303:45 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 604:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 5 0 0 5 604:15 PM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 6Total Volume 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 14 0 0 14 21% App. Total 0 0 0 0 0 100 0 0 0 0 0 0 0 100 0 0
PHF .000 .000 .000 .000 .000 .000 .583 .000 .000 .583 .000 .000 .000 .000 .000 .000 .700 .000 .000 .700 .875
Innovative Data, LLCPO Box 468
Belchertown, Massachusettswww.innovativedatallc.com or 1.413.668.5094
File Name : AM Peak - Tyler @ BurbankSite Code : 1Start Date : 9/26/2012Page No : 1
N / S:Burbank StreetE / W: Tyler StreetCity, State: Pittsfield, MassachusettsClient: Tighe & Bond / P. Furgal
Groups Printed- PCs and Peds - Heavy Vehicles - Bicycles
From NorthTyler
From EastBurbank
From SouthTyler
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
07:00 AM 0 0 0 0 0 0 64 10 0 74 5 0 1 0 6 2 29 0 0 31 11107:15 AM 0 0 0 0 0 0 60 12 0 72 2 0 0 0 2 1 43 0 0 44 11807:30 AM 0 0 0 0 0 0 85 11 0 96 12 0 0 0 12 1 53 0 0 54 16207:45 AM 0 0 0 0 0 0 99 6 0 105 8 0 2 3 13 3 48 0 0 51 169
Total 0 0 0 0 0 0 308 39 0 347 27 0 3 3 33 7 173 0 0 180 560
08:00 AM 0 0 0 0 0 0 69 13 0 82 8 0 1 2 11 1 56 0 0 57 15008:15 AM 0 0 0 0 0 0 93 14 0 107 11 0 1 10 22 2 62 0 0 64 19308:30 AM 0 0 0 0 0 0 86 13 0 99 13 0 2 3 18 2 83 0 0 85 20208:45 AM 0 0 0 0 0 0 86 11 0 97 28 0 4 5 37 4 64 0 0 68 202
Total 0 0 0 0 0 0 334 51 0 385 60 0 8 20 88 9 265 0 0 274 747
Grand Total 0 0 0 0 0 0 642 90 0 732 87 0 11 23 121 16 438 0 0 454 1307Apprch % 0 0 0 0 0 87.7 12.3 0 71.9 0 9.1 19 3.5 96.5 0 0
Total % 0 0 0 0 0 0 49.1 6.9 0 56 6.7 0 0.8 1.8 9.3 1.2 33.5 0 0 34.7PCs and Peds% PCs and Peds 0 0 0 0 0 0 95.2 97.8 0 95.5 95.4 0 100 100 96.7 87.5 91.8 0 0 91.6 94.3Heavy Vehicles
% Heavy Vehicles 0 0 0 0 0 0 4.4 2.2 0 4.1 4.6 0 0 0 3.3 12.5 8.2 0 0 8.4 5.5Bicycles 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 3
% Bicycles 0 0 0 0 0 0 0.5 0 0 0.4 0 0 0 0 0 0 0 0 0 0 0.2
From NorthTyler
From EastBurbank
From SouthTyler
From WestStart Time Right Thru Peds App. Total Right Thru Peds App. Total Right Thru Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 0 0 0 69 13 0 82 8 0 1 2 11 1 56 0 0 57 15008:15 AM 0 0 0 0 0 0 93 14 0 107 11 0 1 10 22 2 62 0 0 64 19308:30 AM 0 0 0 0 0 0 86 13 0 99 13 0 2 3 18 2 83 0 0 85 20208:45 AM 0 0 0 0 0 0 86 11 0 97 28 0 4 5 37 4 64 0 0 68 202Total Volume 0 0 0 0 0 0 334 51 0 385 60 0 8 20 88 9 265 0 0 274 747% App. Total 0 0 0 0 0 86.8 13.2 0 68.2 0 9.1 22.7 3.3 96.7 0 0
PHF .000 .000 .000 .000 .000 .000 .898 .911 .000 .900 .536 .000 .500 .500 .595 .563 .798 .000 .000 .806 .925
Innovative Data, LLC.P.O. Box 468
Belchertown, Masschusettswww.InnovativeDataLLC.com or 1.413.668.5094
File Name : AM Peak - Tyler @ BurbankSite Code : 1Start Date : 9/26/2012Page No : 1
N / S:Burbank StreetE / W: Tyler StreetCity, State: Pittsfield, MassachusettsClient: Tighe & Bond / P. Furgal
Groups Printed- Heavy Vehicles
From NorthTyler
From EastBurbank
From SouthTyler
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
07:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 507:15 AM 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 1 2 0 0 3 907:30 AM 0 0 0 0 0 0 4 0 0 4 1 0 0 0 1 0 3 0 0 3 807:45 AM 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 1 0 0 1 7
Total 0 0 0 0 0 0 17 0 0 17 1 0 0 0 1 1 10 0 0 11 29
08:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 6 0 0 6 708:15 AM 0 0 0 0 0 0 7 0 0 7 1 0 0 0 1 0 4 0 0 4 1208:30 AM 0 0 0 0 0 0 2 2 0 4 0 0 0 0 0 1 12 0 0 13 1708:45 AM 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 4 0 0 4 7
Total 0 0 0 0 0 0 11 2 0 13 3 0 0 0 3 1 26 0 0 27 43
Grand Total 0 0 0 0 0 0 28 2 0 30 4 0 0 0 4 2 36 0 0 38 72Apprch % 0 0 0 0 0 93.3 6.7 0 100 0 0 0 5.3 94.7 0 0
Total % 0 0 0 0 0 0 38.9 2.8 0 41.7 5.6 0 0 0 5.6 2.8 50 0 0 52.8
From NorthTyler
From EastBurbank
From SouthTyler
From WestStart Time Right Thru Peds App. Total Right Thru Peds App. Total Right Thru Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 1 0 0 1 708:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 6 0 0 6 708:15 AM 0 0 0 0 0 0 7 0 0 7 1 0 0 0 1 0 4 0 0 4 1208:30 AM 0 0 0 0 0 0 2 2 0 4 0 0 0 0 0 1 12 0 0 13 17Total Volume 0 0 0 0 0 0 15 2 0 17 2 0 0 0 2 1 23 0 0 24 43% App. Total 0 0 0 0 0 88.2 11.8 0 100 0 0 0 4.2 95.8 0 0
PHF .000 .000 .000 .000 .000 .000 .536 .250 .000 .607 .500 .000 .000 .000 .500 .250 .479 .000 .000 .462 .632
Innovative Data, LLC.P.O. Box 468
Belchertown, Masschusettswww.InnovativeDataLLC.com or 1.413.668.5094
File Name : AM Peak - Tyler @ BrownSite Code : 2Start Date : 9/26/2012Page No : 1
N / S:Brown StreetE / W: Tyler StreetCity, State: Pittsfield, MassachusettsClient: Tighe & Bond / P. Furgal
Groups Printed- PCs and Peds - Heavy Vehicles - BicyclesBrown
From NorthTyler
From EastBrown
From SouthTyler
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
07:00 AM 2 7 1 0 10 2 62 7 0 71 3 5 6 0 14 0 34 0 0 34 12907:15 AM 1 6 3 0 10 0 68 9 0 77 12 6 1 0 19 2 46 0 0 48 15407:30 AM 4 6 1 0 11 0 89 4 0 93 5 4 2 0 11 4 56 0 0 60 17507:45 AM 2 4 1 0 7 2 100 3 0 105 2 5 3 0 10 2 51 0 0 53 175
Total 9 23 6 0 38 4 319 23 0 346 22 20 12 0 54 8 187 0 0 195 633
08:00 AM 0 6 3 0 9 4 75 7 0 86 5 4 1 0 10 1 63 3 0 67 17208:15 AM 7 4 0 1 12 2 94 1 0 97 8 2 3 2 15 4 64 1 3 72 19608:30 AM 2 2 2 2 8 2 87 9 0 98 12 3 7 0 22 4 80 3 6 93 22108:45 AM 5 5 2 1 13 0 91 6 0 97 10 9 8 0 27 6 81 1 2 90 227
Total 14 17 7 4 42 8 347 23 0 378 35 18 19 2 74 15 288 8 11 322 816
Grand Total 23 40 13 4 80 12 666 46 0 724 57 38 31 2 128 23 475 8 11 517 1449Apprch % 28.8 50 16.2 5 1.7 92 6.4 0 44.5 29.7 24.2 1.6 4.4 91.9 1.5 2.1
Total % 1.6 2.8 0.9 0.3 5.5 0.8 46 3.2 0 50 3.9 2.6 2.1 0.1 8.8 1.6 32.8 0.6 0.8 35.7PCs and Peds% PCs and Peds 100 95 92.3 100 96.2 100 94 95.7 0 94.2 89.5 89.5 96.8 100 91.4 82.6 90.7 100 100 90.7 92.8Heavy Vehicles
% Heavy Vehicles 0 5 7.7 0 3.8 0 6 4.3 0 5.8 10.5 10.5 3.2 0 8.6 17.4 9.3 0 0 9.3 7.2Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BrownFrom North
TylerFrom East
BrownFrom South
TylerFrom West
Start Time Right Thru Peds App. Total Right Thru Peds App. Total Right Thru Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 6 3 0 9 4 75 7 0 86 5 4 1 0 10 1 63 3 0 67 17208:15 AM 7 4 0 1 12 2 94 1 0 97 8 2 3 2 15 4 64 1 3 72 19608:30 AM 2 2 2 2 8 2 87 9 0 98 12 3 7 0 22 4 80 3 6 93 22108:45 AM 5 5 2 1 13 0 91 6 0 97 10 9 8 0 27 6 81 1 2 90 227Total Volume 14 17 7 4 42 8 347 23 0 378 35 18 19 2 74 15 288 8 11 322 816% App. Total 33.3 40.5 16.7 9.5 2.1 91.8 6.1 0 47.3 24.3 25.7 2.7 4.7 89.4 2.5 3.4
PHF .500 .708 .583 .500 .808 .500 .923 .639 .000 .964 .729 .500 .594 .250 .685 .625 .889 .667 .458 .866 .899
Innovative Data, LLC.P.O. Box 468
Belchertown, Masschusettswww.InnovativeDataLLC.com or 1.413.668.5094
File Name : AM Peak - Tyler @ BrownSite Code : 2Start Date : 9/26/2012Page No : 1
N / S:Brown StreetE / W: Tyler StreetCity, State: Pittsfield, MassachusettsClient: Tighe & Bond / P. Furgal
Groups Printed- Heavy VehiclesBrown
From NorthTyler
From EastBrown
From SouthTyler
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
07:00 AM 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 0 4 0 0 4 807:15 AM 0 0 0 0 0 0 8 0 0 8 2 0 0 0 2 0 4 0 0 4 1407:30 AM 0 0 0 0 0 0 5 0 0 5 0 1 0 0 1 1 4 0 0 5 1107:45 AM 0 1 1 0 2 0 7 0 0 7 1 0 0 0 1 1 2 0 0 3 13
Total 0 1 1 0 2 0 22 0 0 22 3 3 0 0 6 2 14 0 0 16 46
08:00 AM 0 0 0 0 0 0 1 1 0 2 1 0 1 0 2 0 5 0 0 5 908:15 AM 0 0 0 0 0 0 8 0 0 8 1 0 0 0 1 1 6 0 0 7 1608:30 AM 0 0 0 0 0 0 5 1 0 6 0 0 0 0 0 1 15 0 0 16 2208:45 AM 0 1 0 0 1 0 4 0 0 4 1 1 0 0 2 0 4 0 0 4 11
Total 0 1 0 0 1 0 18 2 0 20 3 1 1 0 5 2 30 0 0 32 58
Grand Total 0 2 1 0 3 0 40 2 0 42 6 4 1 0 11 4 44 0 0 48 104Apprch % 0 66.7 33.3 0 0 95.2 4.8 0 54.5 36.4 9.1 0 8.3 91.7 0 0
Total % 0 1.9 1 0 2.9 0 38.5 1.9 0 40.4 5.8 3.8 1 0 10.6 3.8 42.3 0 0 46.2
BrownFrom North
TylerFrom East
BrownFrom South
TylerFrom West
Start Time Right Thru Peds App. Total Right Thru Peds App. Total Right Thru Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 1 1 0 2 0 7 0 0 7 1 0 0 0 1 1 2 0 0 3 1308:00 AM 0 0 0 0 0 0 1 1 0 2 1 0 1 0 2 0 5 0 0 5 908:15 AM 0 0 0 0 0 0 8 0 0 8 1 0 0 0 1 1 6 0 0 7 1608:30 AM 0 0 0 0 0 0 5 1 0 6 0 0 0 0 0 1 15 0 0 16 22Total Volume 0 1 1 0 2 0 21 2 0 23 3 0 1 0 4 3 28 0 0 31 60% App. Total 0 50 50 0 0 91.3 8.7 0 75 0 25 0 9.7 90.3 0 0
PHF .000 .250 .250 .000 .250 .000 .656 .500 .000 .719 .750 .000 .250 .000 .500 .750 .467 .000 .000 .484 .682
Innovative Data, LLC.P.O. Box 468
Belchertown, Masschusettswww.InnovativeDataLLC.com or 1.413.668.5094
File Name : PM Peak - Tyler @ BurbankSite Code : 1Start Date : 9/26/2012Page No : 1
N / S:Burbank StreetE / W: Tyler StreetCity, State: Pittsfield, MassachusettsClient: Tighe & Bond / P. Furgal
Groups Printed- PCs and Peds - Heavy Vehicles - Bicycles
From NorthTyler
From EastBurbank
From SouthTyler
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
03:30 PM 0 0 0 0 0 0 96 8 0 104 23 0 0 5 28 6 138 0 5 149 28103:45 PM 0 0 0 0 0 0 97 7 0 104 23 0 1 1 25 5 109 0 0 114 243
Total 0 0 0 0 0 0 193 15 0 208 46 0 1 6 53 11 247 0 5 263 524
04:00 PM 0 0 0 0 0 0 101 12 0 113 13 0 0 4 17 3 133 0 2 138 26804:15 PM 0 0 0 0 0 0 85 14 0 99 22 0 2 7 31 1 123 0 0 124 25404:30 PM 0 0 0 0 0 0 100 11 0 111 17 0 2 4 23 3 125 0 1 129 26304:45 PM 0 0 0 0 0 0 116 11 0 127 18 0 4 1 23 1 108 0 1 110 260
Total 0 0 0 0 0 0 402 48 0 450 70 0 8 16 94 8 489 0 4 501 1045
05:00 PM 0 0 0 0 0 0 106 12 0 118 22 0 2 16 40 4 121 0 0 125 28305:15 PM 0 0 0 0 0 0 113 8 0 121 25 0 0 3 28 2 121 0 2 125 274
Grand Total 0 0 0 0 0 0 814 83 0 897 163 0 11 41 215 25 978 0 11 1014 2126Apprch % 0 0 0 0 0 90.7 9.3 0 75.8 0 5.1 19.1 2.5 96.4 0 1.1
Total % 0 0 0 0 0 0 38.3 3.9 0 42.2 7.7 0 0.5 1.9 10.1 1.2 46 0 0.5 47.7PCs and Peds% PCs and Peds 0 0 0 0 0 0 98 97.6 0 98 98.2 0 100 85.4 95.8 100 98.5 0 100 98.5 98Heavy Vehicles
% Heavy Vehicles 0 0 0 0 0 0 1.5 1.2 0 1.4 1.2 0 0 0 0.9 0 1.4 0 0 1.4 1.4Bicycles 0 0 0 0 0 0 4 1 0 5 1 0 0 6 7 0 1 0 0 1 13
% Bicycles 0 0 0 0 0 0 0.5 1.2 0 0.6 0.6 0 0 14.6 3.3 0 0.1 0 0 0.1 0.6
From NorthTyler
From EastBurbank
From SouthTyler
From WestStart Time Right Thru Peds App. Total Right Thru Peds App. Total Right Thru Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 03:30 PM to 05:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 100 11 0 111 17 0 2 4 23 3 125 0 1 129 26304:45 PM 0 0 0 0 0 0 116 11 0 127 18 0 4 1 23 1 108 0 1 110 26005:00 PM 0 0 0 0 0 0 106 12 0 118 22 0 2 16 40 4 121 0 0 125 28305:15 PM 0 0 0 0 0 0 113 8 0 121 25 0 0 3 28 2 121 0 2 125 274Total Volume 0 0 0 0 0 0 435 42 0 477 82 0 8 24 114 10 475 0 4 489 1080% App. Total 0 0 0 0 0 91.2 8.8 0 71.9 0 7 21.1 2 97.1 0 0.8
PHF .000 .000 .000 .000 .000 .000 .938 .875 .000 .939 .820 .000 .500 .375 .713 .625 .950 .000 .500 .948 .954
Innovative Data, LLC.P.O. Box 468
Belchertown, Masschusettswww.InnovativeDataLLC.com or 1.413.668.5094
File Name : PM Peak - Tyler @ BurbankSite Code : 1Start Date : 9/26/2012Page No : 1
N / S:Burbank StreetE / W: Tyler StreetCity, State: Pittsfield, MassachusettsClient: Tighe & Bond / P. Furgal
Groups Printed- Heavy Vehicles
From NorthTyler
From EastBurbank
From SouthTyler
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
03:30 PM 0 0 0 0 0 0 2 1 0 3 2 0 0 0 2 0 1 0 0 1 603:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 3
Total 0 0 0 0 0 0 3 1 0 4 2 0 0 0 2 0 3 0 0 3 9
04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 204:15 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 5 0 0 5 704:30 PM 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 604:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 8 0 0 8 15
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:15 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 5
Grand Total 0 0 0 0 0 0 12 1 0 13 2 0 0 0 2 0 14 0 0 14 29Apprch % 0 0 0 0 0 92.3 7.7 0 100 0 0 0 0 100 0 0
Total % 0 0 0 0 0 0 41.4 3.4 0 44.8 6.9 0 0 0 6.9 0 48.3 0 0 48.3
From NorthTyler
From EastBurbank
From SouthTyler
From WestStart Time Right Thru Peds App. Total Right Thru Peds App. Total Right Thru Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 03:30 PM to 05:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 0 0 0 0 0 0 2 1 0 3 2 0 0 0 2 0 1 0 0 1 603:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 304:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 204:15 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 5 0 0 5 7Total Volume 0 0 0 0 0 0 5 1 0 6 2 0 0 0 2 0 10 0 0 10 18% App. Total 0 0 0 0 0 83.3 16.7 0 100 0 0 0 0 100 0 0
PHF .000 .000 .000 .000 .000 .000 .625 .250 .000 .500 .250 .000 .000 .000 .250 .000 .500 .000 .000 .500 .643
Innovative Data, LLC.P.O. Box 468
Belchertown, Masschusettswww.InnovativeDataLLC.com or 1.413.668.5094
File Name : PM Peak - Tyler @ BrownSite Code : 2Start Date : 9/26/2012Page No : 1
N / S:Brown StreetE / W: Tyler StreetCity, State: Pittsfield, MassachusettsClient: Tighe & Bond / P. Furgal
Groups Printed- PCs and Peds - Heavy Vehicles - BicyclesBrown
From NorthTyler
From EastBrown
From SouthTyler
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
03:30 PM 0 7 2 4 13 1 96 2 0 99 18 13 4 5 40 5 145 7 0 157 30903:45 PM 0 5 2 1 8 2 93 8 0 103 10 13 10 3 36 10 126 0 0 136 283
Total 0 12 4 5 21 3 189 10 0 202 28 26 14 8 76 15 271 7 0 293 592
04:00 PM 3 4 3 0 10 3 105 5 0 113 17 10 5 3 35 10 134 3 0 147 30504:15 PM 2 8 4 6 20 1 89 1 2 93 10 16 4 4 34 3 142 1 0 146 29304:30 PM 4 9 14 3 30 3 105 5 0 113 10 11 7 2 30 8 129 2 0 139 31204:45 PM 1 5 14 2 22 1 110 4 0 115 13 14 7 2 36 2 129 1 0 132 305
Total 10 26 35 11 82 8 409 15 2 434 50 51 23 11 135 23 534 7 0 564 1215
05:00 PM 3 2 19 6 30 5 110 8 0 123 17 11 5 3 36 4 130 4 4 142 33105:15 PM 4 3 3 0 10 1 109 5 1 116 13 7 7 5 32 6 143 1 0 150 308
Grand Total 17 43 61 22 143 17 817 38 3 875 108 95 49 27 279 48 1078 19 4 1149 2446Apprch % 11.9 30.1 42.7 15.4 1.9 93.4 4.3 0.3 38.7 34.1 17.6 9.7 4.2 93.8 1.7 0.3
Total % 0.7 1.8 2.5 0.9 5.8 0.7 33.4 1.6 0.1 35.8 4.4 3.9 2 1.1 11.4 2 44.1 0.8 0.2 47PCs and Peds 1048% PCs and Peds 94.1 97.7 100 100 98.6 100 96.8 97.4 100 96.9 95.4 100 91.8 100 96.8 97.9 97.2 94.7 100 97.2 97.1Heavy Vehicles
% Heavy Vehicles 5.9 2.3 0 0 1.4 0 3.2 2.6 0 3.1 4.6 0 8.2 0 3.2 2.1 2.8 5.3 0 2.8 2.9Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BrownFrom North
TylerFrom East
BrownFrom South
TylerFrom 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. Total
Peak Hour Analysis From 03:30 PM to 05:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 4 9 14 3 30 3 105 5 0 113 10 11 7 2 30 8 129 2 0 139 31204:45 PM 1 5 14 2 22 1 110 4 0 115 13 14 7 2 36 2 129 1 0 132 30505:00 PM 3 2 19 6 30 5 110 8 0 123 17 11 5 3 36 4 130 4 4 142 33105:15 PM 4 3 3 0 10 1 109 5 1 116 13 7 7 5 32 6 143 1 0 150 308Total Volume 12 19 50 11 92 10 434 22 1 467 53 43 26 12 134 20 531 8 4 563 1256% App. Total 13 20.7 54.3 12 2.1 92.9 4.7 0.2 39.6 32.1 19.4 9 3.6 94.3 1.4 0.7
PHF .750 .528 .658 .458 .767 .500 .986 .688 .250 .949 .779 .768 .929 .600 .931 .625 .928 .500 .250 .938 .949
Innovative Data, LLC.P.O. Box 468
Belchertown, Masschusettswww.InnovativeDataLLC.com or 1.413.668.5094
File Name : PM Peak - Tyler @ BrownSite Code : 2Start Date : 9/26/2012Page No : 1
N / S:Brown StreetE / W: Tyler StreetCity, State: Pittsfield, MassachusettsClient: Tighe & Bond / P. Furgal
Groups Printed- Heavy VehiclesBrown
From NorthTyler
From EastBrown
From SouthTyler
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
03:30 PM 0 1 0 0 1 0 5 0 0 5 1 0 0 0 1 0 3 1 0 4 1103:45 PM 0 0 0 0 0 0 4 0 0 4 0 0 1 0 1 0 4 0 0 4 9
Total 0 1 0 0 1 0 9 0 0 9 1 0 1 0 2 0 7 1 0 8 20
04:00 PM 0 0 0 0 0 0 4 0 0 4 2 0 0 0 2 1 3 0 0 4 1004:15 PM 0 0 0 0 0 0 3 1 0 4 1 0 0 0 1 0 6 0 0 6 1104:30 PM 1 0 0 0 1 0 5 0 0 5 0 0 2 0 2 0 4 0 0 4 1204:45 PM 0 0 0 0 0 0 2 0 0 2 1 0 1 0 2 0 3 0 0 3 7
Total 1 0 0 0 1 0 14 1 0 15 4 0 3 0 7 1 16 0 0 17 40
05:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 505:15 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 5
Grand Total 1 1 0 0 2 0 26 1 0 27 5 0 4 0 9 1 30 1 0 32 70Apprch % 50 50 0 0 0 96.3 3.7 0 55.6 0 44.4 0 3.1 93.8 3.1 0
Total % 1.4 1.4 0 0 2.9 0 37.1 1.4 0 38.6 7.1 0 5.7 0 12.9 1.4 42.9 1.4 0 45.7
BrownFrom North
TylerFrom East
BrownFrom South
TylerFrom West
Start Time Right Thru Peds App. Total Right Thru Peds App. Total Right Thru Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 03:30 PM to 05:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM 0 0 0 0 0 0 4 0 0 4 0 0 1 0 1 0 4 0 0 4 904:00 PM 0 0 0 0 0 0 4 0 0 4 2 0 0 0 2 1 3 0 0 4 1004:15 PM 0 0 0 0 0 0 3 1 0 4 1 0 0 0 1 0 6 0 0 6 1104:30 PM 1 0 0 0 1 0 5 0 0 5 0 0 2 0 2 0 4 0 0 4 12Total Volume 1 0 0 0 1 0 16 1 0 17 3 0 3 0 6 1 17 0 0 18 42% App. Total 100 0 0 0 0 94.1 5.9 0 50 0 50 0 5.6 94.4 0 0
PHF .250 .000 .000 .000 .250 .000 .800 .250 .000 .850 .375 .000 .375 .000 .750 .250 .708 .000 .000 .750 .875
Innovative Data, LLC.P.O. Box 468
Belchertown, Masschusettswww.InnovativeDataLLC.com or 1.413.668.5094
Appendix B MassDOT Traffic Volumes
Yea
rJa
nFe
bM
arA
pr
May
Jun
eJu
lyA
ug
Sep
tO
ctN
ovD
ecA
AD
Tb
20
09
----
--19
,227
19,6
4419
,883
19,2
1720
,088
19,1
1519
,455
16,9
9617
,669
19,0
33--
----
1.46
%1.
34%
5.85
%7.
46%
2.49
%2.
85%
1.29
%12
.21%
20.1
7%3.
93%
20
10
--17
,661
18,5
5919
,508
19,9
0821
,047
20,6
5120
,589
19,6
5919
,705
19,0
7221
,233
19,7
81--
---1
.25%
-6.0
1%--
----
----
----
---7
.33%
20
11
----
18,3
2718
,335
----
----
----
----
18,3
31--
--0.
26%
-1.3
8%--
----
----
----
--2.
37%
20
12
16,1
5817
,926
18,3
7518
,082
18,9
7319
,812
19,1
0819
,625
18,5
0318
,545
19,0
3421
,054
18,7
66-1
.73%
-4.4
6%-1
.77%
0.93
%-0
.16%
-4.8
6%--
0.39
%-0
.76%
0.68
%-2
.98%
-4.7
8%-1
.98%
20
13
15,8
7817
,127
18,0
4918
,250
18,9
4318
,849
--19
,701
18,3
6318
,672
18,4
6620
,047
18,3
95
Ad
just
men
t c
16
.0%
8.0
%2
.7%
1.0
%-1
.9%
-4.5
%-2
.4%
-5.0
%0
.4%
-0.5
%3
.3%
-5.0
%0
.0%
Gro
wth
d-1
.73
%-1
.85
%-0
.92
%-1
.25
%-0
.40
%-0
.66
%1
.83
%0
.17
%-0
.30
%-0
.34
%3
.04
%4
.99
%-0
.75
%
a Sou
rce:
Mas
sDO
T Tr
ansp
orta
tion
Dat
a M
anag
emen
t Sys
tem
.b Ave
rage
Ann
ual D
aily
Tra
ffic
.c Sea
sona
l adj
ustm
ent
to y
earl
y av
erag
e.
Mas
sDO
T Tr
affi
c V
olu
mes
Per
man
ent
Cou
nt
Sta
tion
1a
Pit
tsfi
eld
- C
hes
hir
e R
oad
(R
oute
8)
sou
th o
f La
nes
bor
oug
h T
own
Lin
e
Tig
he
& B
ond
, In
c.M
HD
Cou
nt S
tatio
n 1.
xls
Ave
rag
eA
nn
ual
Loca
tion
20
05
20
06
20
07
20
08
20
09
20
10
20
11
20
12
20
13
Rat
eChe
shire
Rd
(Rte
9)
sout
h of
Lan
esbo
roug
h T.
L.19
,799
20,9
9819
,691
20,1
1319
,049
19,5
4015
,900
18,9
0518
,470
-0.3
5%W
est
St
wes
t of
Chu
rchi
ll St
3,49
82,
500
2,44
52,
375
2,47
42,
449
2,43
25,
123
5,13
39.
96%
Mer
riam
St
sout
h of
Wes
t St
7,90
07,
840
4,90
04,
800
4,78
35,
300
4,26
14,
121
4,07
7-6
.73%
Val
enin
e Rd
nort
h of
Wes
t St
5,29
75,
300
5,18
25,
035
7,30
07,
256
7,10
05,
612
5,59
92.
00%
Han
cock
Rd
wes
t of
Nor
th S
t (R
te 7
)4,
600
4,56
54,
396
4,40
04,
385
4,34
74,
002
3,98
24,
020
-1.6
3%Pe
cks
Rd
nort
h of
Lak
eway
Dr
4,09
43,
100
3,08
63,
035
3,02
63,
000
2,92
23,
576
3,58
6-0
.93%
Hig
hlan
d Ave
nor
th o
f Pe
cks
Rd
3,99
73,
300
3,22
73,
135
3,90
03,
876
3,76
23,
746
3,75
8-0
.22%
Nor
th S
t so
uth
of P
onto
osuc
Ave
10,6
9310
,200
9,97
49,
690
9,90
09,
840
9,50
010
,453
10,5
07-0
.13%
Wes
t H
ousa
toni
c St
east
of
Gal
e St
13,3
0013
,800
13,5
0013
,100
13,1
1911
,600
12,7
4611
,812
10,9
83-2
.16%
Sou
th S
t so
uth
of T
aylo
r St
22,9
8122
,200
22,0
2721
,414
21,9
0021
,949
21,4
4121
,154
21,1
68-1
.01%
Cro
fut
St
east
of
Rte
s 7
& 2
04,
100
4,08
84,
064
4,00
03,
968
3,98
24,
149
4,08
24,
091
-0.0
1%Sou
th M
ount
ain
Rd
wes
t of
Rte
s 7
& 2
01,
800
1,10
01,
076
1,60
01,
500
1,49
11,
468
1,44
11,
446
-0.2
8%Bar
ker
Rd
at R
ichm
ond
Tow
n Li
ne
3,99
73,
400
3,32
53,
230
4,10
04,
075
4,06
74,
350
4,35
51.
65%
Dep
ot S
t w
est
of N
orth
St
8,00
07,
940
7,64
57,
400
7,34
87,
275
6,91
66,
715
6,67
4-2
.23%
Bur
bank
St
east
of
Firs
t St
(Rte
7)
1,50
01,
300
1,27
11,
235
1,28
61,
273
1,23
71,
198
1,20
4-2
.59%
Spr
ings
ide
Ave
wes
t of
Ben
edic
t Ave
4,75
54,
673
4,50
04,
453
4,42
94,
800
4,50
74,
456
4,63
1-0
.24%
Cra
ne A
ve e
ast
of O
ak H
ill R
d8,
100
8,03
99,
000
7,90
07,
872
8,10
07,
763
8,23
37,
108
-1.2
8%App
leto
n Ave
nor
th o
f D
awes
Ave
2,45
62,
300
2,29
02,
252
2,40
02,
395
2,32
12,
088
2,09
3-1
.87%
Will
iam
s St
east
of H
olm
es R
d8,
802
8,65
17,
600
7,52
07,
480
7,00
06,
639
6,68
96,
714
-3.2
4%El
m S
t w
est
of O
ntar
io S
t11
,800
11,7
1111
,400
11,7
0011
,659
11,7
0010
,678
11,2
5911
,249
-0.5
2%N
ewel
l St
sout
h of
Eas
t St
10,0
169,
844
10,8
0010
,687
10,6
2911
,000
10,3
5310
,381
10,8
571.
11%
Dal
ton
Ave
wes
t of
Mer
rill
Rd
16,3
2913
,200
16,5
0016
,208
16,5
4818
,200
17,4
1018
,511
16,0
940.
63%
Sou
th S
t no
rth
of R
te 2
024
,600
24,6
8324
,216
21,9
0021
,932
21,9
9720
,102
20,0
9220
,062
-2.4
4%N
orth
St
sout
h of
Map
lew
ood
Ave
17,0
3015
,900
14,4
0014
,145
13,4
0014
,700
14,1
4913
,057
13,1
63-3
.01%
Wes
t St
wes
t of
Rte
7 R
otar
y11
,300
11,2
1510
,798
9,30
09,
267
9,18
79,
050
8,87
68,
850
-2.9
1%Ea
st S
t ea
st o
f Sec
ond
St
25,6
0025
,231
26,1
5022
,300
22,2
1322
,457
21,7
4821
,197
21,2
53-2
.16%
Col
umbu
s Ave
wes
t of
Rte
77,
487
7,35
8--
----
6,60
06,
308
6,06
35,
290
-5.0
9%Cen
ter
St
nort
h of
Rte
20
12,4
0012
,365
12,2
9112
,200
12,1
0312
,144
10,4
9610
,326
10,2
97-2
.19%
Eagl
e St
east
of Rte
72,
354
1,80
01,
792
1,76
21,
900
1,89
61,
826
1,76
41,
768
-3.1
1%M
aple
woo
d Ave
eas
t of
First
St
960
957
952
1,00
099
299
596
291
792
2-0
.47%
Bur
bank
St
sout
h of
Tyl
er S
t1,
299
1,30
01,
271
1,23
51,
700
1,69
01,
625
1,39
31,
402
1.83
%Ty
ler
St
east
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821
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Appendix C Trip Generation Worksheet
Institute of Transportation Engineers (ITE)Land Use Code (LUC) 937 - Coffee/Donut Shop
with Drive-Through Window
Average Vehicle Trips Ends vs: 1,000 Sq. Feet Gross Floor AreaIndependent Variable (X):
WEEKDAY MORNING PEAK HOUR OF ADJACENT STREET TRAFFICT = 100.58 * (X)T = 100.58 *T = 213.23T =
with 51% ( 109 vph) entering and 49% ( 104 vph) exiting.
WEEKDAY EVENING PEAK HOUR OF ADJACENT STREET TRAFFICT = 42.80 * (X)T = 42.80 *T = 90.74T =
with 50% ( 46 vph) entering and 50% ( 45 vph) exiting.
SATURDAY PEAK HOUR OF GENERATORT = 84.52 * (X)T = 84.52 *T = 179.18T =
with 50% ( 90 vph) entering and 50% ( 89 vph) exiting.
2.120
179 vehicle trips
91 vehicle trips
213 vehicle trips
2.120
2.120
2.120
Tighe & Bond, Inc. ITE LUC 937 - 2120 sf.xls
Appendix D Level of Service Worksheets
1: Burbank Street & Tyler Street ExistingHCM 2010 TWSC Weekday AM
AM Existing.syn Synchro 8 ReportTighe & Bond, Inc. Page 1
IntersectionInt Delay, s/veh 1.7
Movement EBT EBR WBL WBT NBL NBRVol, veh/h 265 9 51 334 8 60Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 4 - - -5 5 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 288 10 55 363 9 65
Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 298 0 767 293 Stage 1 - - - - 293 - Stage 2 - - - - 474 -Critical Hdwy - - 4.12 - 7.42 6.72Critical Hdwy Stg 1 - - - - 6.42 -Critical Hdwy Stg 2 - - - - 6.42 -Follow-up Hdwy - - 2.218 - 3.518 3.318Pot Cap-1 Maneuver - - 1263 - 299 717 Stage 1 - - - - 698 - Stage 2 - - - - 549 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1263 - 283 717Mov Cap-2 Maneuver - - - - 283 - Stage 1 - - - - 698 - Stage 2 - - - - 519 -
Approach EB WB NBHCM Control Delay, s 0 1.1 11.8HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 607 - - 1263 -HCM Lane V/C Ratio 0.122 - - 0.044 -HCM Control Delay (s) 11.8 - - 8 0HCM Lane LOS B - - A AHCM 95th %tile Q(veh) 0.4 - - 0.1 -
2: Brown Street & Tyler Street ExistingQueues Weekday AM
AM Existing.syn Synchro 8 ReportTighe & Bond, Inc. Page 2
Lane Group EBT WBT NBT SBTLane Group Flow (vph) 353 393 109 49v/c Ratio 0.25 0.28 0.42 0.20Control Delay 4.1 4.3 21.3 21.4Queue Delay 0.0 0.0 0.0 0.0Total Delay 4.1 4.3 21.3 21.4Queue Length 50th (ft) 42 49 24 13Queue Length 95th (ft) 86 102 39 34Internal Link Dist (ft) 132 240 292 520Turn Bay Length (ft)Base Capacity (vph) 1387 1385 553 570Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.25 0.28 0.20 0.09
Intersection Summary
2: Brown Street & Tyler Street ExistingHCM 2010 Signalized Intersection Summary Weekday AM
AM Existing.syn Synchro 8 ReportTighe & Bond, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 8 288 15 23 347 8 19 18 35 7 17 14Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1852 1816 1852 1900 1845 1900 1900 1863 1900 1900 1863 1900Adj Flow Rate, veh/h 9 327 17 24 361 8 29 27 53 9 22 18Adj No. of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Peak Hour Factor 0.88 0.88 0.88 0.96 0.96 0.96 0.66 0.66 0.66 0.79 0.79 0.79Percent Heavy Veh, % 2 2 2 3 3 3 2 2 2 2 2 2Cap, veh/h 74 1200 61 102 1216 26 115 60 89 94 104 71Arrive On Green 0.71 0.71 0.71 0.71 0.71 0.71 0.11 0.11 0.11 0.11 0.11 0.11Sat Flow, veh/h 12 1692 86 48 1715 37 301 528 785 164 916 627Grp Volume(v), veh/h 353 0 0 393 0 0 109 0 0 49 0 0Grp Sat Flow(s),veh/h/ln 1791 0 0 1800 0 0 1613 0 0 1707 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 1.7 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 4.0 0.0 0.0 4.5 0.0 0.0 3.5 0.0 0.0 1.4 0.0 0.0Prop In Lane 0.03 0.05 0.06 0.02 0.27 0.49 0.18 0.37Lane Grp Cap(c), veh/h 1335 0 0 1344 0 0 264 0 0 269 0 0V/C Ratio(X) 0.26 0.00 0.00 0.29 0.00 0.00 0.41 0.00 0.00 0.18 0.00 0.00Avail Cap(c_a), veh/h 1335 0 0 1344 0 0 783 0 0 807 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 3.0 0.0 0.0 3.0 0.0 0.0 23.7 0.0 0.0 22.8 0.0 0.0Incr Delay (d2), s/veh 0.5 0.0 0.0 0.6 0.0 0.0 2.2 0.0 0.0 0.7 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 2.1 0.0 0.0 2.4 0.0 0.0 1.8 0.0 0.0 0.7 0.0 0.0LnGrp Delay(d),s/veh 3.5 0.0 0.0 3.6 0.0 0.0 25.9 0.0 0.0 23.5 0.0 0.0LnGrp LOS A A C CApproach Vol, veh/h 353 393 109 49Approach Delay, s/veh 3.5 3.6 25.9 23.5Approach LOS A A C C
Timer 1 2 3 4 5 6 7 8Assigned Phs 2 4 6 8Phs Duration (G+Y+Rc), s 11.4 63.6 11.4 63.6Change Period (Y+Rc), s 5.0 5.0 5.0 5.0Max Green Setting (Gmax), s 25.0 40.0 25.0 40.0Max Q Clear Time (g_c+I1), s 5.5 6.0 3.4 6.5Green Ext Time (p_c), s 1.4 3.4 1.5 3.4
Intersection SummaryHCM 2010 Ctrl Delay 7.3HCM 2010 LOS A
2: Brown Street & Tyler Street ExistingTiming Report, Sorted By Phase Weekday AM
AM Existing.syn Synchro 8 ReportTighe & Bond, Inc. Page 5
Phase Number 2 4 6 8Movement NBTL EBTL SBTL WBTLLead/LagLead-Lag OptimizeRecall Mode None C-Min None C-MinMaximum Split (s) 30 45 30 45Maximum Split (%) 40.0% 60.0% 40.0% 60.0%Minimum Split (s) 12 45 12 45Yellow Time (s) 3 3 3 3All-Red Time (s) 2 2 2 2Minimum Initial (s) 7 40 7 40Vehicle Extension (s) 5 3 5 3Minimum Gap (s) 3 3 3 3Time Before Reduce (s) 0 0 0 0Time To Reduce (s) 0 0 0 0Walk Time (s)Flash Dont Walk (s)Dual Entry Yes Yes Yes YesInhibit Max Yes Yes Yes YesStart Time (s) 0 30 0 30End Time (s) 30 0 30 0Yield/Force Off (s) 25 70 25 70Yield/Force Off 170(s) 25 70 25 70Local Start Time (s) 5 35 5 35Local Yield (s) 30 0 30 0Local Yield 170(s) 30 0 30 0
Intersection SummaryCycle Length 75Control Type Actuated-CoordinatedNatural Cycle 60Offset: 70 (93%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow
Splits and Phases: 2: Brown Street & Tyler Street
3: Parker Street & Tyler Street ExistingHCM 2010 TWSC Weekday AM
AM Existing.syn Synchro 8 ReportTighe & Bond, Inc. Page 6
IntersectionInt Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBRVol, veh/h 8 315 6 3 355 9 4 0 4Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop StopRT Channelized - - None - - None - - NoneStorage Length - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 -Peak Hour Factor 83 83 83 92 92 92 50 50 50Heavy Vehicles, % 4 4 4 4 4 4 0 0 0Mvmt Flow 10 380 7 3 386 10 8 0 8
Major/Minor Major1 Major2 Minor1Conflicting Flow All 396 0 0 387 0 0 814 804 383 Stage 1 - - - - - - 402 402 - Stage 2 - - - - - - 412 402 -Critical Hdwy 4.14 - - 4.14 - - 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 -Follow-up Hdwy 2.236 - - 2.236 - - 3.5 4 3.3Pot Cap-1 Maneuver 1152 - - 1161 - - 299 319 669 Stage 1 - - - - - - 629 604 - Stage 2 - - - - - - 621 604 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1152 - - 1161 - - 279 315 669Mov Cap-2 Maneuver - - - - - - 279 315 - Stage 1 - - - - - - 622 597 - Stage 2 - - - - - - 590 602 -
Approach EB WB NBHCM Control Delay, s 0.2 0.1 14.5HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 394 1152 - - 1161 - - 398HCM Lane V/C Ratio 0.041 0.008 - - 0.003 - - 0.081HCM Control Delay (s) 14.5 8.2 0 - 8.1 0 - 14.8HCM Lane LOS B A A - A A - BHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.3
3: Parker Street & Tyler Street ExistingHCM 2010 TWSC Weekday AM
AM Existing.syn Synchro 8 ReportTighe & Bond, Inc. Page 7
IntersectionInt Delay, s/veh
Movement SBL SBT SBRVol, veh/h 2 8 9Conflicting Peds, #/hr 0 0 0Sign Control Stop Stop StopRT Channelized - - NoneStorage Length - - -Veh in Median Storage, # - 0 -Grade, % - 0 -Peak Hour Factor 59 59 59Heavy Vehicles, % 12 12 12Mvmt Flow 3 14 15
Major/Minor Minor2Conflicting Flow All 803 803 391 Stage 1 397 397 - Stage 2 406 406 -Critical Hdwy 7.22 6.62 6.32Critical Hdwy Stg 1 6.22 5.62 -Critical Hdwy Stg 2 6.22 5.62 -Follow-up Hdwy 3.608 4.108 3.408Pot Cap-1 Maneuver 290 306 636 Stage 1 609 586 - Stage 2 602 581 -Platoon blocked, %Mov Cap-1 Maneuver 283 302 636Mov Cap-2 Maneuver 283 302 - Stage 1 602 584 - Stage 2 588 575 -
Approach SBHCM Control Delay, s 14.8HCM LOS B
Minor Lane/Major Mvmt
1: Burbank Street & Tyler Street ExistingHCM 2010 TWSC Weekday PM
PM Existing.syn Synchro 8 ReportTighe & Bond, Inc. Page 1
IntersectionInt Delay, s/veh 1.7
Movement EBT EBR WBL WBT NBL NBRVol, veh/h 475 10 42 435 8 82Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 4 - - -5 5 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 516 11 46 473 9 89
Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 527 0 1086 522 Stage 1 - - - - 522 - Stage 2 - - - - 564 -Critical Hdwy - - 4.12 - 7.42 6.72Critical Hdwy Stg 1 - - - - 6.42 -Critical Hdwy Stg 2 - - - - 6.42 -Follow-up Hdwy - - 2.218 - 3.518 3.318Pot Cap-1 Maneuver - - 1040 - 177 516 Stage 1 - - - - 515 - Stage 2 - - - - 487 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1040 - 166 516Mov Cap-2 Maneuver - - - - 166 - Stage 1 - - - - 515 - Stage 2 - - - - 458 -
Approach EB WB NBHCM Control Delay, s 0 0.8 15.7HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 435 - - 1040 -HCM Lane V/C Ratio 0.225 - - 0.044 -HCM Control Delay (s) 15.7 - - 8.6 0HCM Lane LOS C - - A AHCM 95th %tile Q(veh) 0.9 - - 0.1 -
2: Brown Street & Tyler Street ExistingQueues Weekday PM
PM Existing.syn Synchro 8 ReportTighe & Bond, Inc. Page 2
Lane Group EBT WBT NBT SBTLane Group Flow (vph) 602 491 136 108v/c Ratio 0.50 0.41 0.45 0.49Control Delay 7.5 6.4 21.6 31.7Queue Delay 0.0 0.0 0.0 0.0Total Delay 7.5 6.4 21.6 31.7Queue Length 50th (ft) 108 80 34 41Queue Length 95th (ft) 227 168 77 65Internal Link Dist (ft) 132 240 292 517Turn Bay Length (ft)Base Capacity (vph) 1200 1189 560 437Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.50 0.41 0.24 0.25
Intersection Summary
2: Brown Street & Tyler Street ExistingHCM 2010 Signalized Intersection Summary Weekday PM
PM Existing.syn Synchro 8 ReportTighe & Bond, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 8 531 20 22 434 10 26 43 53 50 19 12Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1852 1799 1852 1900 1827 1900 1900 1810 1900 1900 1881 1900Adj Flow Rate, veh/h 9 571 22 23 457 11 29 48 59 67 25 16Adj No. of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Peak Hour Factor 0.93 0.93 0.93 0.95 0.95 0.95 0.90 0.90 0.90 0.75 0.75 0.75Percent Heavy Veh, % 3 3 3 4 4 4 5 5 5 1 1 1Cap, veh/h 67 1165 44 87 1163 27 107 103 104 212 74 33Arrive On Green 0.68 0.68 0.68 0.68 0.68 0.68 0.15 0.15 0.15 0.15 0.15 0.15Sat Flow, veh/h 7 1707 65 34 1703 40 220 700 705 768 505 221Grp Volume(v), veh/h 602 0 0 491 0 0 136 0 0 108 0 0Grp Sat Flow(s),veh/h/ln 1780 0 0 1777 0 0 1625 0 0 1495 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 9.5 0.0 0.0 6.9 0.0 0.0 4.4 0.0 0.0 3.7 0.0 0.0Prop In Lane 0.01 0.04 0.05 0.02 0.21 0.43 0.62 0.15Lane Grp Cap(c), veh/h 1277 0 0 1277 0 0 313 0 0 319 0 0V/C Ratio(X) 0.47 0.00 0.00 0.38 0.00 0.00 0.43 0.00 0.00 0.34 0.00 0.00Avail Cap(c_a), veh/h 1277 0 0 1277 0 0 751 0 0 722 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 4.5 0.0 0.0 4.0 0.0 0.0 23.2 0.0 0.0 22.8 0.0 0.0Incr Delay (d2), s/veh 1.3 0.0 0.0 0.9 0.0 0.0 2.0 0.0 0.0 1.3 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 5.0 0.0 0.0 3.7 0.0 0.0 2.2 0.0 0.0 1.7 0.0 0.0LnGrp Delay(d),s/veh 5.7 0.0 0.0 4.9 0.0 0.0 25.2 0.0 0.0 24.1 0.0 0.0LnGrp LOS A A C CApproach Vol, veh/h 602 491 136 108Approach Delay, s/veh 5.7 4.9 25.2 24.1Approach LOS A A C C
Timer 1 2 3 4 5 6 7 8Assigned Phs 2 4 6 8Phs Duration (G+Y+Rc), s 13.6 61.4 13.6 61.4Change Period (Y+Rc), s 5.0 5.0 5.0 5.0Max Green Setting (Gmax), s 25.0 40.0 25.0 40.0Max Q Clear Time (g_c+I1), s 6.4 11.5 5.7 8.9Green Ext Time (p_c), s 2.4 5.6 2.4 5.6
Intersection SummaryHCM 2010 Ctrl Delay 8.9HCM 2010 LOS A
2: Brown Street & Tyler Street ExistingTiming Report, Sorted By Phase Weekday PM
PM Existing.syn Synchro 8 ReportTighe & Bond, Inc. Page 5
Phase Number 2 4 6 8Movement NBTL EBTL SBTL WBTLLead/LagLead-Lag OptimizeRecall Mode None C-Min None C-MinMaximum Split (s) 30 45 30 45Maximum Split (%) 40.0% 60.0% 40.0% 60.0%Minimum Split (s) 12 45 12 45Yellow Time (s) 3 3 3 3All-Red Time (s) 2 2 2 2Minimum Initial (s) 7 40 7 40Vehicle Extension (s) 5 3 5 3Minimum Gap (s) 3 3 3 3Time Before Reduce (s) 0 0 0 0Time To Reduce (s) 0 0 0 0Walk Time (s)Flash Dont Walk (s)Dual Entry Yes Yes Yes YesInhibit Max Yes Yes Yes YesStart Time (s) 0 30 0 30End Time (s) 30 0 30 0Yield/Force Off (s) 25 70 25 70Yield/Force Off 170(s) 25 70 25 70Local Start Time (s) 5 35 5 35Local Yield (s) 30 0 30 0Local Yield 170(s) 30 0 30 0
Intersection SummaryCycle Length 75Control Type Actuated-CoordinatedNatural Cycle 60Offset: 70 (93%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow
Splits and Phases: 2: Brown Street & Tyler Street
3: Parker Street & Tyler Street ExistingHCM 2010 TWSC Weekday PM
PM Existing.syn Synchro 8 ReportTighe & Bond, Inc. Page 6
IntersectionInt Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBRVol, veh/h 4 607 11 6 444 1 6 1 8Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop StopRT Channelized - - None - - None - - NoneStorage Length - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 4 4 4 4 4 4 0 0 0Mvmt Flow 4 660 12 7 483 1 7 1 9
Major/Minor Major1 Major2 Minor1Conflicting Flow All 484 0 0 672 0 0 1174 1171 666 Stage 1 - - - - - - 674 674 - Stage 2 - - - - - - 500 497 -Critical Hdwy 4.14 - - 4.14 - - 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 -Follow-up Hdwy 2.236 - - 2.236 - - 3.5 4 3.3Pot Cap-1 Maneuver 1068 - - 909 - - 170 194 463 Stage 1 - - - - - - 448 457 - Stage 2 - - - - - - 557 548 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1068 - - 909 - - 164 191 463Mov Cap-2 Maneuver - - - - - - 164 191 - Stage 1 - - - - - - 445 454 - Stage 2 - - - - - - 543 542 -
Approach EB WB NBHCM Control Delay, s 0.1 0.1 20.1HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 254 1068 - - 909 - - 265HCM Lane V/C Ratio 0.064 0.004 - - 0.007 - - 0.033HCM Control Delay (s) 20.1 8.4 0 - 9 0 - 19HCM Lane LOS C A A - A A - CHCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.1
3: Parker Street & Tyler Street ExistingHCM 2010 TWSC Weekday PM
PM Existing.syn Synchro 8 ReportTighe & Bond, Inc. Page 7
IntersectionInt Delay, s/veh
Movement SBL SBT SBRVol, veh/h 1 3 4Conflicting Peds, #/hr 0 0 0Sign Control Stop Stop StopRT Channelized - - NoneStorage Length - - -Veh in Median Storage, # - 0 -Grade, % - 0 -Peak Hour Factor 92 92 92Heavy Vehicles, % 12 12 12Mvmt Flow 1 3 4
Major/Minor Minor2Conflicting Flow All 1175 1176 483 Stage 1 496 496 - Stage 2 679 680 -Critical Hdwy 7.22 6.62 6.32Critical Hdwy Stg 1 6.22 5.62 -Critical Hdwy Stg 2 6.22 5.62 -Follow-up Hdwy 3.608 4.108 3.408Pot Cap-1 Maneuver 161 183 564 Stage 1 537 529 - Stage 2 426 436 -Platoon blocked, %Mov Cap-1 Maneuver 155 180 564Mov Cap-2 Maneuver 155 180 - Stage 1 534 523 - Stage 2 414 433 -
Approach SBHCM Control Delay, s 19HCM LOS C
Minor Lane/Major Mvmt
1: Burbank Street & Tyler Street No BuildHCM 2010 TWSC Weekday AM
AM NB.syn Synchro 8 ReportTighe & Bond, Inc. Page 1
IntersectionInt Delay, s/veh 1.7
Movement EBT EBR WBL WBT NBL NBRVol, veh/h 279 9 54 351 8 63Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 4 - - -5 5 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 303 10 59 382 9 68
Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 313 0 807 308 Stage 1 - - - - 308 - Stage 2 - - - - 499 -Critical Hdwy - - 4.12 - 7.42 6.72Critical Hdwy Stg 1 - - - - 6.42 -Critical Hdwy Stg 2 - - - - 6.42 -Follow-up Hdwy - - 2.218 - 3.518 3.318Pot Cap-1 Maneuver - - 1247 - 280 701 Stage 1 - - - - 684 - Stage 2 - - - - 531 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1247 - 263 701Mov Cap-2 Maneuver - - - - 263 - Stage 1 - - - - 684 - Stage 2 - - - - 499 -
Approach EB WB NBHCM Control Delay, s 0 1.1 12HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 590 - - 1247 -HCM Lane V/C Ratio 0.131 - - 0.047 -HCM Control Delay (s) 12 - - 8 0HCM Lane LOS B - - A AHCM 95th %tile Q(veh) 0.4 - - 0.1 -
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Lane Group EBT WBT NBT SBTLane Group Flow (vph) 370 413 115 51v/c Ratio 0.28 0.32 0.43 0.20Control Delay 4.5 4.8 21.2 21.1Queue Delay 0.0 0.0 0.0 0.0Total Delay 4.5 4.8 21.2 21.1Queue Length 50th (ft) 45 52 25 13Queue Length 95th (ft) 93 110 40 34Internal Link Dist (ft) 132 240 292 520Turn Bay Length (ft)Base Capacity (vph) 1300 1295 559 569Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.28 0.32 0.21 0.09
Intersection Summary
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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 8 302 16 24 365 8 20 19 37 7 18 15Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1852 1816 1852 1900 1845 1900 1900 1863 1900 1900 1863 1900Adj Flow Rate, veh/h 9 343 18 25 380 8 30 29 56 9 23 19Adj No. of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Peak Hour Factor 0.88 0.88 0.88 0.96 0.96 0.96 0.66 0.66 0.66 0.79 0.79 0.79Percent Heavy Veh, % 2 2 2 3 3 3 2 2 2 2 2 2Cap, veh/h 73 1182 61 100 1200 24 115 69 100 92 116 80Arrive On Green 0.70 0.70 0.70 0.70 0.70 0.70 0.13 0.13 0.13 0.13 0.13 0.13Sat Flow, veh/h 12 1692 87 47 1717 35 285 545 788 145 918 631Grp Volume(v), veh/h 370 0 0 413 0 0 115 0 0 51 0 0Grp Sat Flow(s),veh/h/ln 1790 0 0 1799 0 0 1618 0 0 1694 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 4.5 0.0 0.0 5.0 0.0 0.0 3.7 0.0 0.0 1.5 0.0 0.0Prop In Lane 0.02 0.05 0.06 0.02 0.26 0.49 0.18 0.37Lane Grp Cap(c), veh/h 1315 0 0 1324 0 0 284 0 0 288 0 0V/C Ratio(X) 0.28 0.00 0.00 0.31 0.00 0.00 0.40 0.00 0.00 0.18 0.00 0.00Avail Cap(c_a), veh/h 1315 0 0 1324 0 0 773 0 0 795 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 3.3 0.0 0.0 3.4 0.0 0.0 23.4 0.0 0.0 22.5 0.0 0.0Incr Delay (d2), s/veh 0.5 0.0 0.0 0.6 0.0 0.0 2.0 0.0 0.0 0.6 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 2.4 0.0 0.0 2.8 0.0 0.0 1.8 0.0 0.0 0.8 0.0 0.0LnGrp Delay(d),s/veh 3.8 0.0 0.0 4.0 0.0 0.0 25.4 0.0 0.0 23.1 0.0 0.0LnGrp LOS A A C CApproach Vol, veh/h 370 413 115 51Approach Delay, s/veh 3.8 4.0 25.4 23.1Approach LOS A A C C
Timer 1 2 3 4 5 6 7 8Assigned Phs 2 4 6 8Phs Duration (G+Y+Rc), s 12.2 62.8 12.2 62.8Change Period (Y+Rc), s 5.0 5.0 5.0 5.0Max Green Setting (Gmax), s 25.0 40.0 25.0 40.0Max Q Clear Time (g_c+I1), s 5.7 6.5 3.5 7.0Green Ext Time (p_c), s 1.5 3.6 1.6 3.6
Intersection SummaryHCM 2010 Ctrl Delay 7.5HCM 2010 LOS A
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Phase Number 2 4 6 8Movement NBTL EBTL SBTL WBTLLead/LagLead-Lag OptimizeRecall Mode Min C-Min Min C-MinMaximum Split (s) 30 45 30 45Maximum Split (%) 40.0% 60.0% 40.0% 60.0%Minimum Split (s) 12 45 12 45Yellow Time (s) 3 3 3 3All-Red Time (s) 2 2 2 2Minimum Initial (s) 7 40 7 40Vehicle Extension (s) 5 3 5 3Minimum Gap (s) 3 3 3 3Time Before Reduce (s) 0 0 0 0Time To Reduce (s) 0 0 0 0Walk Time (s)Flash Dont Walk (s)Dual Entry Yes Yes Yes YesInhibit Max Yes Yes Yes YesStart Time (s) 0 30 0 30End Time (s) 30 0 30 0Yield/Force Off (s) 25 70 25 70Yield/Force Off 170(s) 25 70 25 70Local Start Time (s) 5 35 5 35Local Yield (s) 30 0 30 0Local Yield 170(s) 30 0 30 0
Intersection SummaryCycle Length 75Control Type Actuated-CoordinatedNatural Cycle 60Offset: 70 (93%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow
Splits and Phases: 2: Brown Street & Tyler Street
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IntersectionInt Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBRVol, veh/h 8 331 6 3 373 9 4 0 4Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop StopRT Channelized - - None - - None - - NoneStorage Length - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 -Peak Hour Factor 83 83 83 92 92 92 50 50 50Heavy Vehicles, % 4 4 4 4 4 4 0 0 0Mvmt Flow 10 399 7 3 405 10 8 0 8
Major/Minor Major1 Major2 Minor1Conflicting Flow All 415 0 0 406 0 0 853 844 402 Stage 1 - - - - - - 422 422 - Stage 2 - - - - - - 431 422 -Critical Hdwy 4.14 - - 4.14 - - 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 -Follow-up Hdwy 2.236 - - 2.236 - - 3.5 4 3.3Pot Cap-1 Maneuver 1133 - - 1142 - - 281 302 653 Stage 1 - - - - - - 613 592 - Stage 2 - - - - - - 607 592 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1133 - - 1142 - - 261 298 653Mov Cap-2 Maneuver - - - - - - 261 298 - Stage 1 - - - - - - 606 585 - Stage 2 - - - - - - 576 590 -
Approach EB WB NBHCM Control Delay, s 0.2 0.1 15.1HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 373 1133 - - 1142 - - 380HCM Lane V/C Ratio 0.043 0.009 - - 0.003 - - 0.085HCM Control Delay (s) 15.1 8.2 0 - 8.2 0 - 15.3HCM Lane LOS C A A - A A - CHCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.3
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IntersectionInt Delay, s/veh
Movement SBL SBT SBRVol, veh/h 2 8 9Conflicting Peds, #/hr 0 0 0Sign Control Stop Stop StopRT Channelized - - NoneStorage Length - - -Veh in Median Storage, # - 0 -Grade, % - 0 -Peak Hour Factor 59 59 59Heavy Vehicles, % 12 12 12Mvmt Flow 3 14 15
Major/Minor Minor2Conflicting Flow All 843 842 410 Stage 1 417 417 - Stage 2 426 425 -Critical Hdwy 7.22 6.62 6.32Critical Hdwy Stg 1 6.22 5.62 -Critical Hdwy Stg 2 6.22 5.62 -Follow-up Hdwy 3.608 4.108 3.408Pot Cap-1 Maneuver 273 290 621 Stage 1 594 574 - Stage 2 587 570 -Platoon blocked, %Mov Cap-1 Maneuver 267 286 621Mov Cap-2 Maneuver 267 286 - Stage 1 587 572 - Stage 2 573 564 -
Approach SBHCM Control Delay, s 15.3HCM LOS C
Minor Lane/Major Mvmt
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IntersectionInt Delay, s/veh 1.8
Movement EBT EBR WBL WBT NBL NBRVol, veh/h 499 11 44 457 8 86Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 4 - - -5 5 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 542 12 48 497 9 93
Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 554 0 1140 548 Stage 1 - - - - 548 - Stage 2 - - - - 592 -Critical Hdwy - - 4.12 - 7.42 6.72Critical Hdwy Stg 1 - - - - 6.42 -Critical Hdwy Stg 2 - - - - 6.42 -Follow-up Hdwy - - 2.218 - 3.518 3.318Pot Cap-1 Maneuver - - 1016 - 162 497 Stage 1 - - - - 497 - Stage 2 - - - - 469 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1016 - 151 497Mov Cap-2 Maneuver - - - - 151 - Stage 1 - - - - 497 - Stage 2 - - - - 439 -
Approach EB WB NBHCM Control Delay, s 0 0.8 16.4HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 416 - - 1016 -HCM Lane V/C Ratio 0.246 - - 0.047 -HCM Control Delay (s) 16.4 - - 8.7 0HCM Lane LOS C - - A AHCM 95th %tile Q(veh) 1 - - 0.1 -
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Lane Group EBT WBT NBT SBTLane Group Flow (vph) 639 533 139 94v/c Ratio 0.53 0.45 0.48 0.46Control Delay 7.5 6.5 22.7 31.3Queue Delay 0.0 0.0 0.0 0.0Total Delay 7.5 6.5 22.7 31.3Queue Length 50th (ft) 114 87 35 35Queue Length 95th (ft) 244 183 80 73Internal Link Dist (ft) 132 240 292 517Turn Bay Length (ft)Base Capacity (vph) 1213 1197 563 429Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.53 0.45 0.25 0.22
Intersection Summary
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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 8 558 21 23 456 11 27 45 56 53 20 13Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1852 1799 1852 1900 1827 1900 1900 1810 1900 1900 1881 1900Adj Flow Rate, veh/h 9 607 23 25 496 12 29 49 61 58 22 14Adj No. of Lanes 0 1 0 0 1 0 0 1 0 0 1 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 0.92Percent Heavy Veh, % 3 3 3 4 4 4 5 5 5 1 1 1Cap, veh/h 67 1166 44 88 1158 27 106 102 104 210 74 32Arrive On Green 0.68 0.68 0.68 0.68 0.68 0.68 0.15 0.15 0.15 0.15 0.15 0.15Sat Flow, veh/h 7 1709 64 35 1698 40 213 692 708 751 506 220Grp Volume(v), veh/h 639 0 0 533 0 0 139 0 0 94 0 0Grp Sat Flow(s),veh/h/ln 1780 0 0 1773 0 0 1612 0 0 1477 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 1.4 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 10.4 0.0 0.0 7.7 0.0 0.0 4.6 0.0 0.0 3.2 0.0 0.0Prop In Lane 0.01 0.04 0.05 0.02 0.21 0.44 0.62 0.15Lane Grp Cap(c), veh/h 1276 0 0 1274 0 0 312 0 0 317 0 0V/C Ratio(X) 0.50 0.00 0.00 0.42 0.00 0.00 0.45 0.00 0.00 0.30 0.00 0.00Avail Cap(c_a), veh/h 1276 0 0 1274 0 0 750 0 0 718 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 4.6 0.0 0.0 4.2 0.0 0.0 23.3 0.0 0.0 22.6 0.0 0.0Incr Delay (d2), s/veh 1.4 0.0 0.0 1.0 0.0 0.0 2.1 0.0 0.0 1.1 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 5.5 0.0 0.0 4.2 0.0 0.0 2.3 0.0 0.0 1.5 0.0 0.0LnGrp Delay(d),s/veh 6.0 0.0 0.0 5.2 0.0 0.0 25.4 0.0 0.0 23.7 0.0 0.0LnGrp LOS A A C CApproach Vol, veh/h 639 533 139 94Approach Delay, s/veh 6.0 5.2 25.4 23.7Approach LOS A A C C
Timer 1 2 3 4 5 6 7 8Assigned Phs 2 4 6 8Phs Duration (G+Y+Rc), s 13.6 61.4 13.6 61.4Change Period (Y+Rc), s 5.0 5.0 5.0 5.0Max Green Setting (Gmax), s 25.0 40.0 25.0 40.0Max Q Clear Time (g_c+I1), s 6.6 12.4 5.2 9.7Green Ext Time (p_c), s 2.2 6.1 2.3 6.2
Intersection SummaryHCM 2010 Ctrl Delay 8.8HCM 2010 LOS A
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Phase Number 2 4 6 8Movement NBTL EBTL SBTL WBTLLead/LagLead-Lag OptimizeRecall Mode None C-Min None C-MinMaximum Split (s) 30 45 30 45Maximum Split (%) 40.0% 60.0% 40.0% 60.0%Minimum Split (s) 12 45 12 45Yellow Time (s) 3 3 3 3All-Red Time (s) 2 2 2 2Minimum Initial (s) 7 40 7 40Vehicle Extension (s) 5 3 5 3Minimum Gap (s) 3 3 3 3Time Before Reduce (s) 0 0 0 0Time To Reduce (s) 0 0 0 0Walk Time (s)Flash Dont Walk (s)Dual Entry Yes Yes Yes YesInhibit Max Yes Yes Yes YesStart Time (s) 0 30 0 30End Time (s) 30 0 30 0Yield/Force Off (s) 25 70 25 70Yield/Force Off 170(s) 25 70 25 70Local Start Time (s) 5 35 5 35Local Yield (s) 30 0 30 0Local Yield 170(s) 30 0 30 0
Intersection SummaryCycle Length 75Control Type Actuated-CoordinatedNatural Cycle 60Offset: 70 (93%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow
Splits and Phases: 2: Brown Street & Tyler Street
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IntersectionInt Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBRVol, veh/h 4 638 12 6 467 1 6 1 8Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop StopRT Channelized - - None - - None - - NoneStorage Length - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 4 4 4 4 4 4 0 0 0Mvmt Flow 4 693 13 7 508 1 7 1 9
Major/Minor Major1 Major2 Minor1Conflicting Flow All 509 0 0 707 0 0 1234 1231 700 Stage 1 - - - - - - 709 709 - Stage 2 - - - - - - 525 522 -Critical Hdwy 4.14 - - 4.14 - - 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 -Follow-up Hdwy 2.236 - - 2.236 - - 3.5 4 3.3Pot Cap-1 Maneuver 1046 - - 882 - - 155 179 443 Stage 1 - - - - - - 428 440 - Stage 2 - - - - - - 540 534 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1046 - - 882 - - 149 176 443Mov Cap-2 Maneuver - - - - - - 149 176 - Stage 1 - - - - - - 425 437 - Stage 2 - - - - - - 526 528 -
Approach EB WB NBHCM Control Delay, s 0.1 0.1 21.5HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 234 1046 - - 882 - - 245HCM Lane V/C Ratio 0.07 0.004 - - 0.007 - - 0.035HCM Control Delay (s) 21.5 8.5 0 - 9.1 0 - 20.2HCM Lane LOS C A A - A A - CHCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.1
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IntersectionInt Delay, s/veh
Movement SBL SBT SBRVol, veh/h 1 3 4Conflicting Peds, #/hr 0 0 0Sign Control Stop Stop StopRT Channelized - - NoneStorage Length - - -Veh in Median Storage, # - 0 -Grade, % - 0 -Peak Hour Factor 92 92 92Heavy Vehicles, % 12 12 12Mvmt Flow 1 3 4
Major/Minor Minor2Conflicting Flow All 1235 1236 508 Stage 1 521 521 - Stage 2 714 715 -Critical Hdwy 7.22 6.62 6.32Critical Hdwy Stg 1 6.22 5.62 -Critical Hdwy Stg 2 6.22 5.62 -Follow-up Hdwy 3.608 4.108 3.408Pot Cap-1 Maneuver 146 168 545 Stage 1 521 515 - Stage 2 407 420 -Platoon blocked, %Mov Cap-1 Maneuver 141 165 545Mov Cap-2 Maneuver 141 165 - Stage 1 518 509 - Stage 2 396 417 -
Approach SBHCM Control Delay, s 20.2HCM LOS C
Minor Lane/Major Mvmt
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IntersectionInt Delay, s/veh 1.7
Movement EBT EBR WBL WBT NBL NBRVol, veh/h 297 9 58 367 8 67Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 4 - - -5 5 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 323 10 63 399 9 73
Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 333 0 853 328 Stage 1 - - - - 328 - Stage 2 - - - - 525 -Critical Hdwy - - 4.12 - 7.42 6.72Critical Hdwy Stg 1 - - - - 6.42 -Critical Hdwy Stg 2 - - - - 6.42 -Follow-up Hdwy - - 2.218 - 3.518 3.318Pot Cap-1 Maneuver - - 1226 - 260 682 Stage 1 - - - - 666 - Stage 2 - - - - 513 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1226 - 243 682Mov Cap-2 Maneuver - - - - 243 - Stage 1 - - - - 666 - Stage 2 - - - - 479 -
Approach EB WB NBHCM Control Delay, s 0 1.1 12.3HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 572 - - 1226 -HCM Lane V/C Ratio 0.143 - - 0.051 -HCM Control Delay (s) 12.3 - - 8.1 0HCM Lane LOS B - - A AHCM 95th %tile Q(veh) 0.5 - - 0.2 -
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Lane Group EBT WBT NBT SBTLane Group Flow (vph) 395 439 120 53v/c Ratio 0.29 0.32 0.44 0.21Control Delay 4.3 4.6 20.8 21.5Queue Delay 0.0 0.0 0.0 0.0Total Delay 4.3 4.6 20.8 21.5Queue Length 50th (ft) 49 57 25 14Queue Length 95th (ft) 101 120 41 35Internal Link Dist (ft) 132 240 292 520Turn Bay Length (ft)Base Capacity (vph) 1384 1373 559 563Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.29 0.32 0.21 0.09
Intersection Summary
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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 8 324 16 27 385 10 20 19 40 9 18 15Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1852 1816 1852 1900 1845 1900 1900 1863 1900 1900 1863 1900Adj Flow Rate, veh/h 9 368 18 28 401 10 30 29 61 11 23 19Adj No. of Lanes 0 1 0 0 1 0 0 1 0 0 1 0Peak Hour Factor 0.88 0.88 0.88 0.96 0.96 0.96 0.66 0.66 0.66 0.79 0.79 0.79Percent Heavy Veh, % 2 2 2 3 3 3 2 2 2 2 2 2Cap, veh/h 72 1191 57 103 1192 29 113 64 101 99 112 75Arrive On Green 0.70 0.70 0.70 0.70 0.70 0.70 0.12 0.12 0.12 0.12 0.12 0.12Sat Flow, veh/h 11 1699 82 51 1700 41 276 518 821 184 908 610Grp Volume(v), veh/h 395 0 0 439 0 0 120 0 0 53 0 0Grp Sat Flow(s),veh/h/ln 1792 0 0 1793 0 0 1616 0 0 1702 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 1.8 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 4.8 0.0 0.0 5.3 0.0 0.0 3.9 0.0 0.0 1.6 0.0 0.0Prop In Lane 0.02 0.05 0.06 0.02 0.25 0.51 0.21 0.36Lane Grp Cap(c), veh/h 1321 0 0 1324 0 0 278 0 0 286 0 0V/C Ratio(X) 0.30 0.00 0.00 0.33 0.00 0.00 0.43 0.00 0.00 0.19 0.00 0.00Avail Cap(c_a), veh/h 1321 0 0 1324 0 0 774 0 0 795 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 3.3 0.0 0.0 3.3 0.0 0.0 23.6 0.0 0.0 22.6 0.0 0.0Incr Delay (d2), s/veh 0.6 0.0 0.0 0.7 0.0 0.0 2.2 0.0 0.0 0.7 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 2.5 0.0 0.0 2.9 0.0 0.0 1.9 0.0 0.0 0.8 0.0 0.0LnGrp Delay(d),s/veh 3.8 0.0 0.0 4.0 0.0 0.0 25.8 0.0 0.0 23.3 0.0 0.0LnGrp LOS A A C CApproach Vol, veh/h 395 439 120 53Approach Delay, s/veh 3.8 4.0 25.8 23.3Approach LOS A A C C
Timer 1 2 3 4 5 6 7 8Assigned Phs 2 4 6 8Phs Duration (G+Y+Rc), s 12.0 63.0 12.0 63.0Change Period (Y+Rc), s 5.0 5.0 5.0 5.0Max Green Setting (Gmax), s 25.0 40.0 25.0 40.0Max Q Clear Time (g_c+I1), s 5.9 6.8 3.6 7.3Green Ext Time (p_c), s 1.6 3.9 1.7 3.9
Intersection SummaryHCM 2010 Ctrl Delay 7.6HCM 2010 LOS A
2: Brown Street & Tyler Street BuildTiming Report, Sorted By Phase Weekday AM
AM Build.syn Synchro 8 ReportTighe & Bond, Inc. Page 5
Phase Number 2 4 6 8Movement NBTL EBTL SBTL WBTLLead/LagLead-Lag OptimizeRecall Mode None C-Min None C-MinMaximum Split (s) 30 45 30 45Maximum Split (%) 40.0% 60.0% 40.0% 60.0%Minimum Split (s) 12 45 12 45Yellow Time (s) 3 3 3 3All-Red Time (s) 2 2 2 2Minimum Initial (s) 7 40 7 40Vehicle Extension (s) 5 3 5 3Minimum Gap (s) 3 3 3 3Time Before Reduce (s) 0 0 0 0Time To Reduce (s) 0 0 0 0Walk Time (s)Flash Dont Walk (s)Dual Entry Yes Yes Yes YesInhibit Max Yes Yes Yes YesStart Time (s) 0 30 0 30End Time (s) 30 0 30 0Yield/Force Off (s) 25 70 25 70Yield/Force Off 170(s) 25 70 25 70Local Start Time (s) 5 35 5 35Local Yield (s) 30 0 30 0Local Yield 170(s) 30 0 30 0
Intersection SummaryCycle Length 75Control Type Actuated-CoordinatedNatural Cycle 60Offset: 70 (93%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow
Splits and Phases: 2: Brown Street & Tyler Street
3: Parker Street & Tyler Street BuildHCM 2010 TWSC Weekday AM
AM Build.syn Synchro 8 ReportTighe & Bond, Inc. Page 6
IntersectionInt Delay, s/veh 2.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBRVol, veh/h 9 357 6 3 381 9 4 1 5Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop StopRT Channelized - - None - - None - - NoneStorage Length - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 -Peak Hour Factor 83 83 83 92 92 92 50 50 50Heavy Vehicles, % 4 4 4 4 4 4 0 0 0Mvmt Flow 11 430 7 3 414 10 8 2 10
Major/Minor Major1 Major2 Minor1Conflicting Flow All 424 0 0 437 0 0 910 885 434 Stage 1 - - - - - - 455 455 - Stage 2 - - - - - - 455 430 -Critical Hdwy 4.14 - - 4.14 - - 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 -Follow-up Hdwy 2.236 - - 2.236 - - 3.5 4 3.3Pot Cap-1 Maneuver 1125 - - 1112 - - 258 286 626 Stage 1 - - - - - - 589 572 - Stage 2 - - - - - - 589 587 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1125 - - 1112 - - 226 281 626Mov Cap-2 Maneuver - - - - - - 226 281 - Stage 1 - - - - - - 581 565 - Stage 2 - - - - - - 530 585 -
Approach EB WB NBHCM Control Delay, s 0.2 0.1 16.2HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 342 1125 - - 1112 - - 349HCM Lane V/C Ratio 0.058 0.01 - - 0.003 - - 0.267HCM Control Delay (s) 16.2 8.2 0 - 8.2 0 - 19HCM Lane LOS C A A - A A - CHCM 95th %tile Q(veh) 0.2 0 - - 0 - - 1.1
3: Parker Street & Tyler Street BuildHCM 2010 TWSC Weekday AM
AM Build.syn Synchro 8 ReportTighe & Bond, Inc. Page 7
IntersectionInt Delay, s/veh
Movement SBL SBT SBRVol, veh/h 20 9 26Conflicting Peds, #/hr 0 0 0Sign Control Stop Stop StopRT Channelized - - NoneStorage Length - - -Veh in Median Storage, # - 0 -Grade, % - 0 -Peak Hour Factor 59 59 59Heavy Vehicles, % 12 12 12Mvmt Flow 34 15 44
Major/Minor Minor2Conflicting Flow All 887 885 419 Stage 1 426 426 - Stage 2 461 459 -Critical Hdwy 7.22 6.62 6.32Critical Hdwy Stg 1 6.22 5.62 -Critical Hdwy Stg 2 6.22 5.62 -Follow-up Hdwy 3.608 4.108 3.408Pot Cap-1 Maneuver 254 273 613 Stage 1 587 569 - Stage 2 562 550 -Platoon blocked, %Mov Cap-1 Maneuver 245 268 613Mov Cap-2 Maneuver 245 268 - Stage 1 579 567 - Stage 2 544 543 -
Approach SBHCM Control Delay, s 19HCM LOS C
Minor Lane/Major Mvmt
4: Tyler Street & Site Driveway BuildHCM 2010 TWSC Weekday AM
AM Build.syn Synchro 8 ReportTighe & Bond, Inc. Page 8
IntersectionInt Delay, s/veh 1.7
Movement EBL EBT WBT WBR SBL SBRVol, veh/h 53 329 362 50 33 31Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 0Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 58 358 393 54 36 34
Major/Minor Major1 Major2 Minor2Conflicting Flow All 448 0 - 0 894 421 Stage 1 - - - - 421 - Stage 2 - - - - 473 -Critical Hdwy 4.12 - - - 6.42 6.22Critical Hdwy Stg 1 - - - - 5.42 -Critical Hdwy Stg 2 - - - - 5.42 -Follow-up Hdwy 2.218 - - - 3.518 3.318Pot Cap-1 Maneuver 1112 - - - 312 632 Stage 1 - - - - 662 - Stage 2 - - - - 627 -Platoon blocked, % - - -Mov Cap-1 Maneuver 1112 - - - 292 632Mov Cap-2 Maneuver - - - - 292 - Stage 1 - - - - 662 - Stage 2 - - - - 586 -
Approach EB WB SBHCM Control Delay, s 1.2 0 15.1HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2Capacity (veh/h) 1112 - - - 292 632HCM Lane V/C Ratio 0.052 - - - 0.123 0.053HCM Control Delay (s) 8.4 0 - - 19 11HCM Lane LOS A A - - C BHCM 95th %tile Q(veh) 0.2 - - - 0.4 0.2
5: Parker Street & Site Driveway BuildHCM 2010 TWSC Weekday AM
AM Build.syn Synchro 8 ReportTighe & Bond, Inc. Page 9
IntersectionInt Delay, s/veh 4.8
Movement WBL WBR NBT NBR SBL SBTVol, veh/h 38 2 16 3 3 17Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 41 2 17 3 3 18
Major/Minor Minor1 Major1 Major2Conflicting Flow All 44 19 0 0 21 0 Stage 1 19 - - - - - Stage 2 25 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 967 1059 - - 1595 - Stage 1 1004 - - - - - Stage 2 998 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 965 1059 - - 1595 -Mov Cap-2 Maneuver 965 - - - - - Stage 1 1004 - - - - - Stage 2 996 - - - - -
Approach WB NB SBHCM Control Delay, s 8.9 0 1.1HCM LOS A
Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBTCapacity (veh/h) - - 969 1595 -HCM Lane V/C Ratio - - 0.045 0.002 -HCM Control Delay (s) - - 8.9 7.3 0HCM Lane LOS - - A A AHCM 95th %tile Q(veh) - - 0.1 0 -
1: Burbank Street & Tyler Street BuildHCM 2010 TWSC Weekday PM
PM Build.syn Synchro 8 ReportTighe & Bond, Inc. Page 1
IntersectionInt Delay, s/veh 1.8
Movement EBT EBR WBL WBT NBL NBRVol, veh/h 507 11 45 464 8 87Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 -Veh in Median Storage, # 0 - - 0 0 -Grade, % 4 - - -5 5 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 551 12 49 504 9 95
Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 563 0 1159 557 Stage 1 - - - - 557 - Stage 2 - - - - 602 -Critical Hdwy - - 4.12 - 7.42 6.72Critical Hdwy Stg 1 - - - - 6.42 -Critical Hdwy Stg 2 - - - - 6.42 -Follow-up Hdwy - - 2.218 - 3.518 3.318Pot Cap-1 Maneuver - - 1008 - 157 490 Stage 1 - - - - 491 - Stage 2 - - - - 463 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1008 - 146 490Mov Cap-2 Maneuver - - - - 146 - Stage 1 - - - - 491 - Stage 2 - - - - 432 -
Approach EB WB NBHCM Control Delay, s 0 0.8 16.7HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTCapacity (veh/h) 409 - - 1008 -HCM Lane V/C Ratio 0.252 - - 0.049 -HCM Control Delay (s) 16.7 - - 8.8 0HCM Lane LOS C - - A AHCM 95th %tile Q(veh) 1 - - 0.2 -
2: Brown Street & Tyler Street BuildQueues Weekday PM
PM Build.syn Synchro 8 ReportTighe & Bond, Inc. Page 2
Lane Group EBT WBT NBT SBTLane Group Flow (vph) 648 543 140 95v/c Ratio 0.54 0.46 0.48 0.46Control Delay 7.7 6.6 22.5 31.8Queue Delay 0.0 0.0 0.0 0.0Total Delay 7.7 6.6 22.5 31.8Queue Length 50th (ft) 118 90 35 35Queue Length 95th (ft) 250 189 80 74Internal Link Dist (ft) 132 240 292 517Turn Bay Length (ft)Base Capacity (vph) 1211 1193 563 426Starvation Cap Reductn 0 0 0 0Spillback Cap Reductn 0 0 0 0Storage Cap Reductn 0 0 0 0Reduced v/c Ratio 0.54 0.46 0.25 0.22
Intersection Summary
2: Brown Street & Tyler Street BuildHCM 2010 Signalized Intersection Summary Weekday PM
PM Build.syn Synchro 8 ReportTighe & Bond, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 8 567 21 24 464 12 27 45 57 54 20 13Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1852 1799 1852 1900 1827 1900 1900 1810 1900 1900 1881 1900Adj Flow Rate, veh/h 9 616 23 26 504 13 29 49 62 59 22 14Adj No. of Lanes 0 1 0 0 1 0 0 1 0 0 1 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 0.92Percent Heavy Veh, % 3 3 3 4 4 4 5 5 5 1 1 1Cap, veh/h 67 1165 43 89 1152 29 105 102 106 211 74 32Arrive On Green 0.68 0.68 0.68 0.68 0.68 0.68 0.15 0.15 0.15 0.15 0.15 0.15Sat Flow, veh/h 7 1710 63 36 1691 42 211 688 714 754 498 216Grp Volume(v), veh/h 648 0 0 543 0 0 140 0 0 95 0 0Grp Sat Flow(s),veh/h/ln 1780 0 0 1770 0 0 1613 0 0 1468 0 0Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 1.4 0.0 0.0 0.0 0.0 0.0Cycle Q Clear(g_c), s 10.6 0.0 0.0 8.0 0.0 0.0 4.6 0.0 0.0 3.3 0.0 0.0Prop In Lane 0.01 0.04 0.05 0.02 0.21 0.44 0.62 0.15Lane Grp Cap(c), veh/h 1275 0 0 1270 0 0 313 0 0 317 0 0V/C Ratio(X) 0.51 0.00 0.00 0.43 0.00 0.00 0.45 0.00 0.00 0.30 0.00 0.00Avail Cap(c_a), veh/h 1275 0 0 1270 0 0 749 0 0 716 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00Uniform Delay (d), s/veh 4.7 0.0 0.0 4.2 0.0 0.0 23.2 0.0 0.0 22.6 0.0 0.0Incr Delay (d2), s/veh 1.4 0.0 0.0 1.1 0.0 0.0 2.1 0.0 0.0 1.1 0.0 0.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 5.6 0.0 0.0 4.3 0.0 0.0 2.3 0.0 0.0 1.5 0.0 0.0LnGrp Delay(d),s/veh 6.1 0.0 0.0 5.3 0.0 0.0 25.4 0.0 0.0 23.7 0.0 0.0LnGrp LOS A A C CApproach Vol, veh/h 648 543 140 95Approach Delay, s/veh 6.1 5.3 25.4 23.7Approach LOS A A C C
Timer 1 2 3 4 5 6 7 8Assigned Phs 2 4 6 8Phs Duration (G+Y+Rc), s 13.7 61.3 13.7 61.3Change Period (Y+Rc), s 5.0 5.0 5.0 5.0Max Green Setting (Gmax), s 25.0 40.0 25.0 40.0Max Q Clear Time (g_c+I1), s 6.6 12.6 5.3 10.0Green Ext Time (p_c), s 2.3 6.3 2.3 6.4
Intersection SummaryHCM 2010 Ctrl Delay 8.9HCM 2010 LOS A
2: Brown Street & Tyler Street BuildTiming Report, Sorted By Phase Weekday PM
PM Build.syn Synchro 8 ReportTighe & Bond, Inc. Page 5
Phase Number 2 4 6 8Movement NBTL EBTL SBTL WBTLLead/LagLead-Lag OptimizeRecall Mode None C-Min None C-MinMaximum Split (s) 30 45 30 45Maximum Split (%) 40.0% 60.0% 40.0% 60.0%Minimum Split (s) 12 45 12 45Yellow Time (s) 3 3 3 3All-Red Time (s) 2 2 2 2Minimum Initial (s) 7 40 7 40Vehicle Extension (s) 5 3 5 3Minimum Gap (s) 3 3 3 3Time Before Reduce (s) 0 0 0 0Time To Reduce (s) 0 0 0 0Walk Time (s)Flash Dont Walk (s)Dual Entry Yes Yes Yes YesInhibit Max Yes Yes Yes YesStart Time (s) 0 30 0 30End Time (s) 30 0 30 0Yield/Force Off (s) 25 70 25 70Yield/Force Off 170(s) 25 70 25 70Local Start Time (s) 5 35 5 35Local Yield (s) 30 0 30 0Local Yield 170(s) 30 0 30 0
Intersection SummaryCycle Length 75Control Type Actuated-CoordinatedNatural Cycle 60Offset: 70 (93%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow
Splits and Phases: 2: Brown Street & Tyler Street
3: Parker Street & Tyler Street BuildHCM 2010 TWSC Weekday PM
PM Build.syn Synchro 8 ReportTighe & Bond, Inc. Page 6
IntersectionInt Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBRVol, veh/h 5 648 12 6 469 1 6 2 8Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0Sign Control Free Free Free Free Free Free Stop Stop StopRT Channelized - - None - - None - - NoneStorage Length - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 -Peak Hour Factor 92 92 92 92 92 92 92 92 92Heavy Vehicles, % 4 4 4 4 4 4 0 0 0Mvmt Flow 5 704 13 7 510 1 7 2 9
Major/Minor Major1 Major2 Minor1Conflicting Flow All 511 0 0 717 0 0 1254 1246 711 Stage 1 - - - - - - 722 722 - Stage 2 - - - - - - 532 524 -Critical Hdwy 4.14 - - 4.14 - - 7.1 6.5 6.2Critical Hdwy Stg 1 - - - - - - 6.1 5.5 -Critical Hdwy Stg 2 - - - - - - 6.1 5.5 -Follow-up Hdwy 2.236 - - 2.236 - - 3.5 4 3.3Pot Cap-1 Maneuver 1044 - - 875 - - 150 175 436 Stage 1 - - - - - - 421 434 - Stage 2 - - - - - - 535 533 -Platoon blocked, % - - - -Mov Cap-1 Maneuver 1044 - - 875 - - 141 172 436Mov Cap-2 Maneuver - - - - - - 141 172 - Stage 1 - - - - - - 418 431 - Stage 2 - - - - - - 512 527 -
Approach EB WB NBHCM Control Delay, s 0.1 0.1 22.7HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1Capacity (veh/h) 221 1044 - - 875 - - 222HCM Lane V/C Ratio 0.079 0.005 - - 0.007 - - 0.122HCM Control Delay (s) 22.7 8.5 0 - 9.1 0 - 23.5HCM Lane LOS C A A - A A - CHCM 95th %tile Q(veh) 0.3 0 - - 0 - - 0.4
3: Parker Street & Tyler Street BuildHCM 2010 TWSC Weekday PM
PM Build.syn Synchro 8 ReportTighe & Bond, Inc. Page 7
IntersectionInt Delay, s/veh
Movement SBL SBT SBRVol, veh/h 9 4 12Conflicting Peds, #/hr 0 0 0Sign Control Stop Stop StopRT Channelized - - NoneStorage Length - - -Veh in Median Storage, # - 0 -Grade, % - 0 -Peak Hour Factor 92 92 92Heavy Vehicles, % 12 12 12Mvmt Flow 10 4 13
Major/Minor Minor2Conflicting Flow All 1250 1251 510 Stage 1 523 523 - Stage 2 727 728 -Critical Hdwy 7.22 6.62 6.32Critical Hdwy Stg 1 6.22 5.62 -Critical Hdwy Stg 2 6.22 5.62 -Follow-up Hdwy 3.608 4.108 3.408Pot Cap-1 Maneuver 143 165 544 Stage 1 519 514 - Stage 2 400 414 -Platoon blocked, %Mov Cap-1 Maneuver 137 162 544Mov Cap-2 Maneuver 137 162 - Stage 1 515 508 - Stage 2 387 411 -
Approach SBHCM Control Delay, s 23.5HCM LOS C
Minor Lane/Major Mvmt
4: Tyler Street BuildHCM 2010 TWSC Weekday PM
PM Build.syn Synchro 8 ReportTighe & Bond, Inc. Page 8
IntersectionInt Delay, s/veh 0.7
Movement EBL EBT WBT WBR SBL SBRVol, veh/h 22 643 464 22 16 12Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - 0 0Veh in Median Storage, # - 0 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 24 699 504 24 17 13
Major/Minor Major1 Major2 Minor2Conflicting Flow All 528 0 - 0 1263 516 Stage 1 - - - - 516 - Stage 2 - - - - 747 -Critical Hdwy 4.12 - - - 6.42 6.22Critical Hdwy Stg 1 - - - - 5.42 -Critical Hdwy Stg 2 - - - - 5.42 -Follow-up Hdwy 2.218 - - - 3.518 3.318Pot Cap-1 Maneuver 1039 - - - 187 559 Stage 1 - - - - 599 - Stage 2 - - - - 468 -Platoon blocked, % - - -Mov Cap-1 Maneuver 1039 - - - 180 559Mov Cap-2 Maneuver - - - - 180 - Stage 1 - - - - 599 - Stage 2 - - - - 450 -
Approach EB WB SBHCM Control Delay, s 0.3 0 20.5HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2Capacity (veh/h) 1039 - - - 180 559HCM Lane V/C Ratio 0.023 - - - 0.097 0.023HCM Control Delay (s) 8.5 0 - - 27.1 11.6HCM Lane LOS A A - - D BHCM 95th %tile Q(veh) 0.1 - - - 0.3 0.1
5: Parker Street & DD North Driveway BuildHCM 2010 TWSC Weekday PM
PM Build.syn Synchro 8 ReportTighe & Bond, Inc. Page 9
IntersectionInt Delay, s/veh 4.5
Movement WBL WBR NBT NBR SBL SBTVol, veh/h 17 0 6 2 0 8Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 18 0 7 2 0 9
Major/Minor Minor1 Major1 Major2Conflicting Flow All 17 8 0 0 9 0 Stage 1 8 - - - - - Stage 2 9 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 1 5.42 - - - - -Critical Hdwy Stg 2 5.42 - - - - -Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 1001 1074 - - 1611 - Stage 1 1015 - - - - - Stage 2 1014 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 1001 1074 - - 1611 -Mov Cap-2 Maneuver 1001 - - - - - Stage 1 1015 - - - - - Stage 2 1014 - - - - -
Approach WB NB SBHCM Control Delay, s 8.7 0 0HCM LOS A
Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBTCapacity (veh/h) - - 1001 1611 -HCM Lane V/C Ratio - - 0.018 - -HCM Control Delay (s) - - 8.7 0 -HCM Lane LOS - - A A -HCM 95th %tile Q(veh) - - 0.1 0 -