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March 2020 - Traffic Impact & Access Study (Pages 701-1000) - - 1450 Osgood Street
Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :8 Osgood Street In-Peak Hour:04:00 PM 530 483 47 Thru Left L+ Peak Hour Data North ♦ v� �n Q Cars r '' Cn N, O� I Thru Right 150 26 161 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No :9 Groups Printed-Trucks Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru Left Right =Thru Right Int.Total 04:00 PM 0 5 0 0 3 0 8 04:15 PM 0 3 0 0 2 0 5 04:30 PM 0 0 0 0 3 0 3 04:45 PM 0 2 0 0 3 0 5 Total 0 10 0 0 11 0 21 05:00 PM 0 2 0 0 3 0 5 05:15 PM 0 2 0 0 2 0 4 05:30 PM 0 4 0 0 1 0 5 05:45 PM 0 1 0 0 0 0 1 Total 0 9 0 0 6 0 15 06:00 PM 0 1 0 0 2 0 3 06:15 PM 0 2 0 0 1 0 3 06:30 PM 0 1 0 0 1 0 2 06:45 PM 0 0 0 0 1 0 1 Total 0 4 0 0 5 0 9 Grand Total 0 23 0 0 22 0 45 Apprch% 0 100 0 0 100 0 Total% 0 51.1 0 0 48.9 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 10 Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 5 5 0 0 0 3 0 3 8 04:15 PM 0 3 3 0 0 0 2 0 2 5 04:30 PM 0 0 0 0 0 0 3 0 3 3 04:45 PM 0 2 2 0 0 0 3 0 3 5 Total Volume 0 10 10 0 0 0 11 0 11 21 %App.Total 0 100 0 0 100 0 P H F .000 .500 .500 .000 .000 .000 .917 .000 .917 .656 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 11 Osgood Street Out In Total 11 10 21 10 0 Thru Left L+ Peak Hour Data O C: North 00 v o 0 Peak Hour Begins at 04:00 P �T r o Cn CD Trucks o 0 v o— I Thru Right 11 0 10 11 21 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 5 5 0 0 0 3 0 3 +15 mins. 0 3 3 0 0 0 2 0 2 +30 mins. 0 0 0 0 0 0 3 0 3 +45 mins. 0 2 2 0 0 0 3 0 3 Total Volume 0 10 10 0 0 0 11 0 11 %App.Total 0 100 0 0 100 0 P H F .000 .500 .500 .000 .000 .000 .917 .000 .917 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 12 Osgood Street In-Peak Hour:04:00 PM 10 10 0 Thru Left L+ Peak Hour Data North ♦ v � fin- C'Q 3 0 Trucks rn oo� �(D �o o� 0 I Thru Right 11 0 11 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 13 Groups Printed-Bikes Peds Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru Peds Left Right Peds T h r:uj Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 1 0 0 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 0 0 1 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 1 0 0 0 1 1 Apprch% 0 0 0 0 100 0 Total% 0 0 0 0 100 0 0 100 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 14 Osgood Street Bradford Street Osgood Street From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 1 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 1 0 1 1 %App.Total 0 0 0 0 100 0 P H F .000 .000 .000 .000 .000 .000 .250 .000 .250 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 15 Osgood Street Out In Total 11 D0 01 0 0 Thru Left L+ Peak Hour Data O C: North 00 v o 0 Peak Hour Begins at 04:00 P �T r o Cn CD Bikes Peds o 0 v o— I Thru Right 1 0 0 1 0 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 1 0 1 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 1 0 1 %App.Total 0 0 0 0 100 0 P H F .000 .000 .000 .000 .000 .000 .250 .000 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010006 E/W Street: Bradford Street Site Code :27010006 City/State : North Andover, MA Start Date :9/26/2019 Weather : Cloudy Page No : 16 Osgood Street In-Peak Hour:04:00 PM 0 0 0 Thru Left L+ Peak Hour Data North ♦ v � fin- C'Q 3 0 Bikes Peds rn oo� �(D �o o� 0 I Thru Right 1 0 1 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 1 Groups Printed-Cars-Trucks Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru Left Right =Thu Right Int.Total 06:00 AM 0 131 9 4 18 0 162 06:15 AM 0 198 12 7 44 0 261 06:30 AM 3 253 6 6 48 0 316 06:45 AM 5 289 13 10 58 0 375 Total 8 871 40 27 168 0 1114 07:00 AM 4 335 14 6 57 1 417 07:15 AM 4 349 12 14 72 4 455 07:30 AM 2 418 18 12 85 4 539 07:45 AM 4 431 14 6 100 0 555 Total 14 1533 58 38 314 9 1966 08:00 AM 5 385 14 5 88 3 500 08:15 AM 6 332 12 10 94 1 455 08:30 AM 3 285 10 7 70 1 376 08:45 AM 5 231 5 8 98 2 349 Total 19 1233 41 30 350 7 1680 Grand Total 41 3637 139 95 832 16 4760 Apprch% 1.1 98.9 59.4 40.6 98.1 1.9 Total% 0.9 76.4 2.9 2 17.5 0.3 Cars 37 3522 139 95 748 16 4557 %Cars 90.2 96.8 100 100 89.9 100 95.7 Trucks 4 115 0 0 84 0 203 %Trucks 9.8 3.2 0 0 10.1 0 4.3 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :2 Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 4 349 353 12 14 26 72 4 76 455 07:30 AM 2 418 420 18 12 30 85 4 89 539 07:45 AM 4 431 435 14 6 20 100 0 100 555 08:00 AM 5 385 390 14 5 19 88 3 91 500 Total Volume 15 1583 1598 58 37 95 345 11 356 2049 %App.Total 0.9 99.1 61.1 38.9 96.9 3.1 P H F .750 .918 .918 .806 .661 .792 .863 .688 .890 .923 Cars 13 1545 1558 58 37 95 318 11 329 1982 %Cars 86.7 97.6 97.5 100 100 100 92.2 100 92.4 96.7 Trucks 2 38 40 0 0 0 27 0 27 67 Trucks 13.3 2.4 2.5 0 0 0 7.8 0 7.6 3.3 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :3 Osgood St Out In Total 355 5 191 27 0 67382L:4 1 1545 13 38 2 1583 15 Thru Left L+ Peak Hour Data O C: N N -n North Peak Hour Begins at 07:15 A --4 CD--4 —o00 Cars Cn o C CD Trucks �o o N �� Thru Ri ht 318 11 27 0 345 11 1603 F 329 193 38 27 65 1641 356 199 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 06:45 AM 07:30 AM +0 mins. 4 349 353 13 10 23 85 4 89 +15 mins. 2 418 420 14 6 20 100 0 100 +30 mins. 4 431 435 12 14 26 88 3 91 +45 mins. 5 385 390 18 12 30 94 1 95 Total Volume 15 1583 1598 57 42 99 367 8 375 %App.Total 0.9 99.1 57.6 42.4 97.9 2.1 P H F .750 .918 .918 .792 .750 .825 .918 .500 .938 Accurate Counts 978-664-2565 Cars 13 1545 1558 57 42 99 340 8 348 %Cars 86.7 97.6 97.5 100 100 100 92.6 100 92.8 Trucks 2 38 40 0 0 0 27 0 27 %Trucks 13.3 2.4 2.5 0 0 0 7.4 0 7.2 Osgood St In-Peak Hour:07:15 AM 155 40 159 1545 13 38 2 1583 15 Thru Left Peak Hour Data �-n North ♦ � (D Cars ANON p Q Trucks co co p r CflOCOPh '' L O-A O Cn D I Thru Ri ht 340 8 27 0 367 8 348 27 375 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :5 Groups Printed-Cars Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru Left Right =Thu Right Int.Total 06:00 AM 0 123 9 4 17 0 153 06:15 AM 0 191 12 7 34 0 244 06:30 AM 3 245 6 6 42 0 302 06:45 AM 3 283 13 10 50 0 359 Total 6 842 40 27 143 0 1058 07:00 AM 4 324 14 6 49 1 398 07:15 AM 3 341 12 14 63 4 437 07:30 AM 1 408 18 12 81 4 524 07:45 AM 4 418 14 6 95 0 537 Total 12 1491 58 38 288 9 1896 08:00 AM 5 378 14 5 79 3 484 08:15 AM 6 318 12 10 85 1 432 08:30 AM 3 272 10 7 64 1 357 08:45 AM 5 221 5 8 89 2 330 Total 19 1189 41 30 317 7 1603 Grand Total 37 3522 139 95 748 16 4557 Apprch% 1 99 59.4 40.6 97.9 2.1 Total% 0.8 77.3 3.1 2.1 16.4 0.4 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :6 Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 3 341 344 12 14 26 63 4 67 437 07:30 AM 1 408 409 18 12 30 81 4 85 524 07:45 AM 4 418 422 14 6 20 95 0 95 537 08:00 AM 5 378 383 14 5 19 79 3 82 484 Total Volume 13 1545 1558 58 37 95 318 11 329 1982 %App.Total 0.8 99.2 61.1 38.9 96.7 3.3 P H F .650 .924 .923 .806 .661 .792 .837 .688 .866 .923 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :7 Osgood St Out In Total 355 155 191 1545 13 Thru Left L+ Peak Hour Data O North 3 o o Peak Hour Begins at 07:15 ANI o CD r cn Cars CC) o c �o co� Thru Right 318 11 160 329 193 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 06:45 AM 07:30 AM +0 mins. 3 341 344 13 10 23 81 4 85 +15 mins. 1 408 409 14 6 20 95 0 95 +30 mins. 4 418 422 12 14 26 79 3 82 +45 mins. 5 378 383 18 12 30 85 1 86 Total Volume 13 1545 1558 57 42 99 340 8 348 %App.Total 0.8 99.2 57.6 42.4 97.7 2.3 P H F .650 .924 .923 .792 .750 .825 .895 .500 .916 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :8 Osgood St In-Peak Hour:07:15 AM 155 1545 13 Thru Left L+ Peak Hour Data , -n North v N =O Cars �S S� o r co 0 Cn3 D I Thru Right 340 8 348 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :9 Groups Printed-Trucks Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru Left Right =Thu Right Int.Total 06:00 AM 0 8 0 0 1 0 9 06:15 AM 0 7 0 0 10 0 17 06:30 AM 0 8 0 0 6 0 14 06:45 AM 2 6 0 0 8 0 16 Total 2 29 0 0 25 0 56 07:00 AM 0 11 0 0 8 0 19 07:15 AM 1 8 0 0 9 0 18 07:30 AM 1 10 0 0 4 0 15 07:45 AM 0 13 0 0 5 0 18 Total 2 42 0 0 26 0 70 08:00 AM 0 7 0 0 9 0 16 08:15 AM 0 14 0 0 9 0 23 08:30 AM 0 13 0 0 6 0 19 08:45 AM 0 10 0 0 9 0 19 Total 0 44 0 0 33 0 77 Grand Total 4 115 0 0 84 0 203 Apprch% 3.4 96.6 0 0 100 0 Total% 2 56.7 0 0 41.4 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 10 Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 7 7 0 0 0 9 0 9 16 08:15 AM 0 14 14 0 0 0 9 0 9 23 08:30 AM 0 13 13 0 0 0 6 0 6 19 08:45 AM 0 10 10 0 0 0 9 0 9 19 Total Volume 0 44 44 0 0 0 33 0 33 77 %App.Total 0 100 0 0 100 0 P H F .000 .786 .786 .000 .000 .000 .917 .000 .917 .837 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 11 Osgood St Out In Total 33 44 77 44 0 Thru Left L+ Peak Hour Data O North 0 0 Peak Hour Begins at 08:00 ANI o CD r o Trucks 00 c 0 v 1c)— I Thru Right 33 0 44 33 77 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 06:00 AM 08:00 AM +0 mins. 0 13 13 0 0 0 9 0 9 +15 mins. 0 7 7 0 0 0 9 0 9 +30 mins. 0 14 14 0 0 0 6 0 6 +45 mins. 0 13 13 0 0 0 9 0 9 Total Volume 0 47 47 0 0 0 33 0 33 %App.Total 0 100 0 0 100 0 P H F .000 .839 .839 .000 .000 .000 .917 .000 .917 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 12 Osgood St In-Peak Hour:07:45 AM 47 47 0 Thru Left L+ Peak Hour Data , -n North v o =0 Trucks p r C) 0 o 03 D I Thru Right 33 0 33 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 13 Groups Printed-Bikes Peds Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru Peds Left Right Peds Thru Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 2 0 0 0 0 0 0 0 0 2 2 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 2 0 0 0 0 0 0 0 0 2 2 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 2 0 0 0 0 0 0 0 0 2 2 Apprch% 0 100 0 0 0 0 Total% 0 100 0 0 0 0 0 100 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 14 Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:15 AM 06:15 AM 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 2 2 0 0 0 0 0 0 2 Total Volume 0 2 2 0 0 0 0 0 0 2 %App.Total 0 100 0 0 0 0 P H F .000 .250 .250 .000 .000 .000 .000 .000 .000 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 15 Osgood St Out In Total 0 02 02 2 0 Thru Left L+ Peak Hour Data O North o 1' 0 0 Peak Hour Begins at 06:15 ANIo r o Bikes Peds 00 c 0 3 v o— I Thru Right 0 0 0 0 0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:15 AM 06:00 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 2 2 0 0 0 0 0 0 Total Volume 0 2 2 0 0 0 0 0 0 %App.Total 0 100 0 0 0 0 P H F .000 .250 .250 .000 .000 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 16 Osgood St In-Peak Hour:06:15 AM 0 2 0 Thru Left L+ Peak Hour Data , -n North v o =0 Bikes Peds rn C) CD o 0 03 D I Thru Right 0 0 0 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 1 Groups Printed-Cars-Trucks Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru Left Right =Thu Right Int.Total 04:00 PM 10 135 3 4 306 13 471 04:15 PM 14 140 5 7 347 12 525 04:30 PM 11 136 10 5 397 13 572 04:45 PM 8 115 3 7 392 17 542 Total 43 526 21 23 1442 55 2110 05:00 PM 5 115 1 6 474 18 619 05:15 PM 6 143 4 7 407 10 577 05:30 PM 10 137 1 4 413 15 580 05:45 PM 6 105 1 3 353 16 484 Total 27 500 7 20 1647 59 2260 06:00 PM 5 93 4 6 313 10 431 06:15 PM 4 113 1 4 270 11 403 06:30 PM 4 82 1 6 272 12 377 06:45 PM 6 64 3 6 206 12 297 Total 19 352 9 22 1061 45 1508 Grand Total 89 1378 37 65 4150 159 5878 Apprch% 6.1 93.9 36.3 63.7 96.3 3.7 Total% 1.5 23.4 0.6 1.1 70.6 2.7 Cars 88 1348 37 65 4098 159 5795 %Cars 98.9 97.8 100 100 98.7 100 98.6 Trucks 1 30 0 0 52 0 83 %Trucks 1.1 2.2 0 0 1.3 0 1.4 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :2 Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 8 115 123 3 7 10 392 17 409 542 05:00 PM 5 115 120 1 6 7 474 18 492 619 05:15 PM 6 143 149 4 7 11 407 10 417 577 05:30 PM 10 137 147 1 4 5 413 15 428 580 Total Volume 29 510 539 9 24 33 1686 60 1746 2318 %App.Total 5.4 94.6 27.3 72.7 96.6 3.4 P H F .725 .892 .904 .563 .857 .750 .889 .833 .887 .936 Cars 29 499 528 9 24 33 1664 60 1724 2285 %Cars 100 97.8 98.0 100 100 100 98.7 100 98.7 98.6 Trucks 0 11 11 0 0 0 22 0 22 33 OYO Trucks 0 2.2 2.0 0 0 0 1.3 0 1.3 1.4 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :3 Osgood St Out In Total 168 528 221 2 2 11 33 171 224 499 29 11 0 510 29 Thru Left L+ Peak Hour Data O C: 00 CC) -n North `0 CD(.0v Peak Hour Begins at 04:45 PNI O� _0 w w� Cars m G'O u' Trucks Cn coO c0 o o_ NON Thru Ri ht 1664 60 22 0 1686 60 508 2232 11 33 519 [;1724 226 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:45 PM +0 mins. 10 135 145 3 4 7 392 17 409 +15 mins. 14 140 154 5 7 12 474 18 492 +30 mins. 11 136 147 10 5 15 407 10 417 +45 mins. 8 115 123 3 7 10 413 15 428 Total Volume 43 526 569 21 23 44 1686 60 1746 %App.Total 7.6 92.4 47.7 52.3 96.6 3.4 P H F .768 .939 .924 .525 .821 .733 .889 .833 .887 Accurate Counts 978-664-2565 Cars 42 511 553 21 23 44 1664 60 1724 %Cars 97.7 97.1 97.2 100 100 100 98.7 100 98.7 Trucks 1 15 16 0 0 0 22 0 22 %Trucks 2.3 2.9 2.8 0 0 0 1.3 0 1.3 Osgood St In-Peak Hour:04:00 PM 553 16 569 511 42 15 1 526 43 Thru Left Peak Hour Data �-n North ♦ � (D Cars Lwow o°Q Trucks �o-o� LCD (n 0 o� I Thru Ri ht 1664 60 22 0 1686 60 172 22 174 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :5 Groups Printed-Cars Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru Left Right =Thu Right Int.Total 04:00 PM 10 129 3 4 301 13 460 04:15 PM 13 134 5 7 340 12 511 04:30 PM 11 136 10 5 391 13 566 04:45 PM 8 112 3 7 385 17 532 Total 42 511 21 23 1417 55 2069 05:00 PM 5 113 1 6 466 18 609 05:15 PM 6 142 4 7 403 10 572 05:30 PM 10 132 1 4 410 15 572 05:45 PM 6 103 1 3 353 16 482 Total 27 490 7 20 1632 59 2235 06:00 PM 5 92 4 6 310 10 427 06:15 PM 4 110 1 4 268 11 398 06:30 PM 4 81 1 6 268 12 372 06:45 PM 6 64 3 6 203 12 294 Total 19 347 9 22 1049 45 1491 Grand Total 88 1348 37 65 4098 159 5795 Apprch% 6.1 93.9 36.3 63.7 96.3 3.7 Total% 1.5 23.3 0.6 1.1 70.7 2.7 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :6 Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 8 112 120 3 7 10 385 17 402 532 05:00 PM 5 113 118 1 6 7 466 18 484 609 05:15 PM 6 142 148 4 7 11 403 10 413 572 05:30 PM 10 132 142 1 4 5 410 15 425 572 Total Volume 29 499 528 9 24 33 1664 60 1724 2285 %App.Total 5.5 94.5 27.3 72.7 96.5 3.5 P H F .725 .879 .892 .563 .857 .750 .893 .833 .890 .938 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :7 Osgood St Out In Total 168 528 221 499 29 Thru Left L+ Peak Hour Data O North o o Peak Hour Begins at 04:45 PNICD r c� Cars co o c N� N- Thru Right 1664 60 508 172 223 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:45 PM +0 mins. 10 129 139 3 4 7 385 17 402 +15 mins. 13 134 147 5 7 12 466 18 484 +30 mins. 11 136 147 10 5 15 403 10 413 +45 mins. 8 112 120 3 7 10 410 15 425 Total Volume 42 511 553 21 23 44 1664 60 1724 %App.Total 7.6 92.4 47.7 52.3 96.5 3.5 P H F .808 .939 .940 .525 .821 .733 .893 .833 .890 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :8 Osgood St In-Peak Hour:04:00 PM 553 511 42 Thru Left L+ Peak Hour Data , -n North v W =0 Cars CD �O O 3 Thru Right 1664 60 172 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :9 Groups Printed-Trucks Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru Left Right =Thu Right Int.Total 04:00 PM 0 6 0 0 5 0 11 04:15 PM 1 6 0 0 7 0 14 04:30 PM 0 0 0 0 6 0 6 04:45 PM 0 3 0 0 7 0 10 Total 1 15 0 0 25 0 41 05:00 PM 0 2 0 0 8 0 10 05:15 PM 0 1 0 0 4 0 5 05:30 PM 0 5 0 0 3 0 8 05:45 PM 0 2 0 0 0 0 2 Total 0 10 0 0 15 0 25 06:00 PM 0 1 0 0 3 0 4 06:15 PM 0 3 0 0 2 0 5 06:30 PM 0 1 0 0 4 0 5 06:45 PM 0 0 0 0 3 0 3 Total 0 5 0 0 12 0 17 Grand Total 1 30 0 0 52 0 83 Apprch% 3.2 96.8 0 0 100 0 Total% 1.2 36.1 0 0 62.7 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 10 Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 6 6 0 0 0 5 0 5 11 04:15 PM 1 6 7 0 0 0 7 0 7 14 04:30 PM 0 0 0 0 0 0 6 0 6 6 04:45 PM 0 3 3 0 0 0 7 0 7 10 Total Volume 1 15 16 0 0 0 25 0 25 41 %App.Total 6.2 93.8 0 0 100 0 P H F .250 .625 .571 .000 .000 .000 .893 .000 .893 .732 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 11 Osgood St Out In Total 25 16 41 15 1 Thru Left L+ Peak Hour Data O North 0 0 Peak Hour Begins at 04:00 PNICD r o Trucks 0 0 c 0 v Thru Right 25 0 15 25 40 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:15 PM +0 mins. 0 6 6 0 0 0 7 0 7 +15 mins. 1 6 7 0 0 0 6 0 6 +30 mins. 0 0 0 0 0 0 7 0 7 +45 mins. 0 3 3 0 0 0 g 0 g Total Volume 1 15 16 0 0 0 28 0 28 %App.Total 6.2 93.8 0 0 100 0 P H F .250 .625 .571 .000 .000 .000 .875 .000 .875 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 12 Osgood St In-Peak Hour:04:00 PM 16 15 1 Thru Left L+ Peak Hour Data , -n North v o =0 Trucks p r C) CD CD O 3 O Thru Right 28 0 28 In-Peak Hour:04:15 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 13 Groups Printed-Bikes Peds Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru Peds Left Right Peds Thru Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 1 0 0 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 0 0 1 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 1 0 0 0 1 1 Apprch% 0 0 0 0 100 0 Total% 0 0 0 0 100 0 0 100 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 14 Osgood St Farrwood Dr South Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 1 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 1 0 1 1 %App.Total 0 0 0 0 100 0 P H F .000 .000 .000 .000 .000 .000 .250 .000 .250 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 15 Osgood St Out In Total 11 D0 01 0 0 Thru Left L+ Peak Hour Data O North o 0 Peak Hour Begins at 04:00 PNICD r o Bikes Peds 00 c o� v o— I Thru Right 1 0 0 1 0 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 1 0 1 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 1 0 1 %App.Total 0 0 0 0 100 0 P H F .000 .000 .000 .000 .000 .000 .250 .000 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010007 E/W Street: Farrwood Drive South Site Code :27010007 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 16 Osgood St In-Peak Hour:04:00 PM 0 0 0 Thru Left L+ Peak Hour Data , -n North v o =0 Bikes Peds rn CD C) 0 O 03 I Thru Right 1 0 1 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 1 Groups Printed-Cars-Trucks Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru Left Right =Thu Right Int.Total 06:00 AM 0 129 2 3 22 0 156 06:15 AM 1 189 7 10 51 0 258 06:30 AM 0 249 6 11 54 0 320 06:45 AM 3 290 11 19 68 2 393 Total 4 857 26 43 195 2 1127 07:00 AM 3 337 6 22 59 1 428 07:15 AM 5 342 8 10 88 1 454 07:30 AM 6 411 4 21 96 1 539 07:45 AM 6 444 5 17 105 1 578 Total 20 1534 23 70 348 4 1999 08:00 AM 4 387 1 13 89 0 494 08:15 AM 9 308 2 16 99 0 434 08:30 AM 8 302 2 15 92 0 419 08:45 AM 4 235 4 13 99 1 356 Total 25 1232 9 57 379 1 1703 Grand Total 49 3623 58 170 922 7 4829 Apprch% 1.3 98.7 25.4 74.6 99.2 0.8 Total% 1 75 1.2 3.5 19.1 0.1 Cars 48 3508 58 166 828 7 4615 %Cars 98 96.8 100 97.6 89.8 100 95.6 Trucks 1 115 0 4 94 0 214 %Trucks 2 3.2 0 2.4 10.2 0 4.4 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :2 Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 5 342 347 8 10 18 88 1 89 454 07:30 AM 6 411 417 4 21 25 96 1 97 539 07:45 AM 6 444 450 5 17 22 105 1 106 578 08:00 AM 4 387 391 1 13 14 89 0 89 494 Total Volume 21 1584 1605 18 61 79 378 3 381 2065 %App.Total 1.3 98.7 22.8 77.2 99.2 0.8 P H F .875 .892 .892 .563 .726 .790 .900 .750 .899 .893 Cars 20 1547 1567 18 59 77 348 3 351 1995 %Cars 95.2 97.7 97.6 100 96.7 97.5 92.1 100 92.1 96.6 Trucks 1 37 38 0 2 2 30 0 30 70 Trucks 4.8 2.3 2.4 0 3.3 2.5 7.9 0 7.9 3.4 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :3 Osgood St Out In Total 407 6 L:70 7 32 439L:38 4 1547 20 37 1 1584 21 Thru Left L+ Peak Hour Data O North Peak Hour Begins at 07:15 A N� _0 � 0 Q v v Cars m N Trucks 1 z 00 0 00 0 ZY �ZY �0 oWoov I Thru Riciht 348 3 30 0 378 3 1565 F 35 1191 37 30 67 1602 381 198 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 06:45 AM 07:30 AM +0 mins. 5 342 347 11 19 30 96 1 97 +15 mins. 6 411 417 6 22 28 105 1 106 +30 mins. 6 444 450 8 10 18 89 0 89 +45 mins. 4 387 391 4 21 25 99 0 99 Total Volume 21 1584 1605 29 72 101 389 2 391 %App.Total 1.3 98.7 28.7 71.3 99.5 0.5 P H F .875 .892 .892 .659 .818 .842 .926 .500 .922 Accurate Counts 978-664-2565 Cars 20 1547 1567 29 70 99 360 2 362 %Cars 95.2 97.7 97.6 100 97.2 98 92.5 100 92.6 Trucks 1 37 38 0 2 2 29 0 29 %Trucks 4.8 2.3 2.4 0 2.8 2 7.5 0 7.4 Osgood St In-Peak Hour:07:15 AM 3 1547 20 37 1 1584 21 Thru Left Peak Hour Data -a-n North Cars NNO 20 Trucks CD N CO C ��N N mZ CD(0 :rL 0 Cn D I Thru Ri ht 360 2 29 0 389 2 362 29 391 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :5 Groups Printed-Cars Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru Left Right =Thu Right Int.Total 06:00 AM 0 122 2 3 20 0 147 06:15 AM 1 181 7 10 40 0 239 06:30 AM 0 238 6 11 45 0 300 06:45 AM 3 282 11 17 58 2 373 Total 4 823 26 41 163 2 1059 07:00 AM 3 327 6 22 51 1 410 07:15 AM 5 332 8 10 79 1 435 07:30 AM 5 402 4 21 91 1 524 07:45 AM 6 433 5 15 99 1 559 Total 19 1494 23 68 320 4 1928 08:00 AM 4 380 1 13 79 0 477 08:15 AM 9 295 2 16 91 0 413 08:30 AM 8 289 2 15 84 0 398 08:45 AM 4 227 4 13 91 1 340 Total 25 1191 9 57 345 1 1628 Grand Total 48 3508 58 166 828 7 4615 Apprch% 1.3 98.7 25.9 74.1 99.2 0.8 Total% 1 76 1.3 3.6 17.9 0.2 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :6 Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 5 332 337 g 10 18 79 1 80 435 07:30 AM 5 402 407 4 21 25 91 1 92 524 07:45 AM 6 433 439 5 15 20 99 1 100 559 08:00 AM 4 380 384 1 13 14 79 0 79 477 Total Volume 20 1547 1567 18 59 77 348 3 351 1995 %App.Total 1.3 98.7 23.4 76.6 99.1 0.9 P H F .833 .893 .892 .563 .702 .770 .879 .750 .878 .892 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :7 Osgood St Out In Total 407 156 197 154 20 Thru Left L+ Peak Hour Data O N -n North 0 0 Peak Hour Begins at 07:15 ANI o CD r � Cars z CC) 0 �ZY �o ZY ov o— I Thru Right 348 3 156 351 191 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 06:45 AM 07:30 AM +0 mins. 5 332 337 11 17 28 91 1 92 +15 mins. 5 402 407 6 22 28 99 1 100 +30 mins. 6 433 439 8 10 18 79 0 79 +45 mins. 4 380 384 4 21 25 91 0 91 Total Volume 20 1547 1567 29 70 99 360 2 362 %App.Total 1.3 98.7 29.3 70.7 99.4 0.6 P H F .833 .893 .892 .659 .795 .884 .909 .500 .905 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :8 Osgood St In-Peak Hour:07:15 AM 156 1547 20 Thru Left L+ Peak Hour Data �-n North CD o =o Cars rn CO o � MO Un ZY D I Thru Right 360 2 362 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :9 Groups Printed-Trucks Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru Left Right =Thu Right Int.Total 06:00 AM 0 7 0 0 2 0 9 06:15 AM 0 8 0 0 11 0 19 06:30 AM 0 11 0 0 9 0 20 06:45 AM 0 8 0 2 10 0 20 Total 0 34 0 2 32 0 68 07:00 AM 0 10 0 0 8 0 18 07:15 AM 0 10 0 0 9 0 19 07:30 AM 1 9 0 0 5 0 15 07:45 AM 0 11 0 2 6 0 19 Total 1 40 0 2 28 0 71 08:00 AM 0 7 0 0 10 0 17 08:15 AM 0 13 0 0 8 0 21 08:30 AM 0 13 0 0 8 0 21 08:45 AM 0 8 0 0 8 0 16 Total 0 41 0 0 34 0 75 Grand Total 1 115 0 4 94 0 214 Apprch% 0.9 99.1 0 100 100 0 Total% 0.5 53.7 0 1.9 43.9 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 10 Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 11 11 0 2 2 6 0 6 19 08:00 AM 0 7 7 0 0 0 10 0 10 17 08:15 AM 0 13 13 0 0 0 8 0 8 21 08:30 AM 0 13 13 0 0 0 8 0 8 21 Total Volume 0 44 44 0 2 2 32 0 32 78 %App.Total 0 100 0 100 100 0 P H F .000 .846 .846 .000 .250 .250 .800 .000 .800 .929 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 11 Osgood St Out In Total 34 44 78 44 0 Thru Left L+ Peak Hour Data O CD North N O Peak Hour Begins at 07:45 ANI o CD N Trucks z o O ZY �ZY o v N Thru Right 32 0 44 32 76 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 06:00 AM 06:15 AM +0 mins. 0 11 11 0 0 0 11 0 11 +15 mins. 0 7 7 0 0 0 9 0 9 +30 mins. 0 13 13 0 0 0 10 0 10 +45 mins. 0 13 13 0 2 2 8 0 8 Total Volume 0 44 44 0 2 2 38 0 38 %App.Total 0 100 0 100 100 0 P H F .000 .846 .846 .000 .250 .250 .864 .000 .864 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 12 Osgood St In-Peak Hour:07:45 AM 44 44 0 Thru Left L+ Peak Hour Data �-n North CD N =O Trucks N N O �� rn Z O 60 O ZY D I Thru Right 38 0 38 In-Peak Hour:06:15 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 13 Groups Printed-Bikes Peds Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru Peds Left Right Peds Thru Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 1 0 0 0 0 0 0 0 0 1 1 07:15 AM 0 0 0 0 1 0 0 0 0 0 1 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 1 0 0 0 0 0 2 2 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 1 0 0 1 0 0 0 0 0 2 2 Apprch% 0 100 0 100 0 0 Total% 0 50 0 50 0 0 0 100 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 14 Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:30 AM 06:30 AM 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 1 1 0 0 0 0 0 0 1 07:15 AM 0 0 0 0 1 1 0 0 0 1 Total Volume 0 1 1 0 1 1 0 0 0 2 %App.Total 0 100 0 100 0 0 P H F .000 .250 .250 .000 .250 .250 .000 .000 .000 .500 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 15 Osgood St Out In Total 01 1 02 1 0 Thru Left L+ Peak Hour Data O North 0 Peak Hour Begins at 06:30 ANIo r Bikes Peds z 0 0 ZY �ZY 0 v Thru Right 0 0 0 0 0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:15 AM 06:30 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 1 1 0 1 1 0 0 0 Total Volume 0 1 1 0 1 1 0 0 0 %App.Total 0 100 0 100 0 0 P H F .000 .250 .250 .000 .250 .250 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 16 Osgood St In-Peak Hour:06:15 AM 0 1 0 Thru Left L+ Peak Hour Data �-n North CD O O Q Bikes Peds 0 rn Z O W 0 O ZY D I Thru Right 0 0 0 In-Peak Hour:06:00 AM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 1 Groups Printed-Cars-Trucks Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru Left Right =Thu Right Int.Total 04:00 PM 6 148 0 8 319 4 485 04:15 PM 10 152 2 8 339 7 518 04:30 PM 12 141 3 8 406 1 571 04:45 PM 14 116 0 4 381 8 523 Total 42 557 5 28 1445 20 2097 05:00 PM 14 114 4 10 471 7 620 05:15 PM 11 154 0 8 421 2 596 05:30 PM 9 145 1 11 410 5 581 05:45 PM 12 108 1 9 362 6 498 Total 46 521 6 38 1664 20 2295 06:00 PM 15 96 2 6 313 9 441 06:15 PM 12 116 1 6 267 5 407 06:30 PM 17 87 1 10 274 8 397 06:45 PM 13 65 1 8 206 4 297 Total 57 364 5 30 1060 26 1542 Grand Total 145 1442 16 96 4169 66 5934 Apprch% 9.1 90.9 14.3 85.7 98.4 1.6 Total% 2.4 24.3 0.3 1.6 70.3 1.1 Cars 144 1412 16 94 4114 66 5846 %Cars 99.3 97.9 100 97.9 98.7 100 98.5 Trucks 1 30 0 2 55 0 88 %Trucks 0.7 2.1 0 2.1 1.3 0 1.5 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :2 Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 14 116 130 0 4 4 381 8 389 523 05:00 PM 14 114 128 4 10 14 471 7 478 620 05:15 PM 11 154 165 0 8 8 421 2 423 596 05:30 PM 9 145 154 1 11 12 410 5 415 581 Total Volume 48 529 577 5 33 38 1683 22 1705 2320 %App.Total 8.3 91.7 13.2 86.8 98.7 1.3 P H F .857 .859 .874 .313 .750 .679 .893 .688 .892 .935 Cars 48 518 566 5 33 38 1660 22 1682 2286 %Cars 100 97.9 98.1 100 100 100 98.6 100 98.7 98.5 Trucks 0 11 11 0 0 0 23 0 23 34 OYO Trucks 0 2.1 1.9 0 0 0 1.4 0 1.3 1.5 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :3 Osgood St Out In Total 169 566 225 23 11 34 171 577 22 518 48 11 0 529 48 Thru Left L+ Peak Hour Data O North 000 Peak Hour Begins at 04:45 PNI W CDW _Q w w� Cars m Trucks z cn o cn o ZY �ZY �o 0 ov 00 0 00— I Thru Ri ht 1660 22 23 0 1683 22 523 168 220 11 23 34 534 170 223 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:45 PM +0 mins. 6 148 154 4 10 14 381 8 389 +15 mins. 10 152 162 0 8 8 471 7 478 +30 mins. 12 141 153 1 11 12 421 2 423 +45 mins. 14 116 130 1 9 10 410 5 415 Total Volume 42 557 599 6 38 44 1683 22 1705 %App.Total 7 93 13.6 86.4 98.7 1.3 P H F .750 .916 .924 .375 .864 .786 .893 .688 .892 Accurate Counts 978-664-2565 Cars 42 541 583 6 38 44 1660 22 1682 %Cars 100 97.1 97.3 100 100 100 98.6 100 98.7 Trucks 0 16 16 0 0 0 23 0 23 %Trucks 0 2.9 2.7 0 0 0 1.4 0 1.3 Osgood St In-Peak Hour:04:00 PM 583 16 599 541 42 16 0 557 42 Thru Left Peak Hour Data -a-n North Cars �o� _0 Trucks 0 r �C) �� p CD L orn o00 oZY I Thru Ri ht 1660 22 23 0 1683 22 1 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :5 Groups Printed-Cars Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru Left Right =Thu Right Int.Total 04:00 PM 6 142 0 8 313 4 473 04:15 PM 10 145 2 8 331 7 503 04:30 PM 12 140 3 7 402 1 565 04:45 PM 14 114 0 4 374 8 514 Total 42 541 5 27 1420 20 2055 05:00 PM 14 112 4 10 463 7 610 05:15 PM 11 152 0 8 417 2 590 05:30 PM 9 140 1 11 406 5 572 05:45 PM 12 107 1 9 362 6 497 Total 46 511 6 38 1648 20 2269 06:00 PM 14 95 2 5 309 9 434 06:15 PM 12 114 1 6 263 5 401 06:30 PM 17 86 1 10 272 8 394 06:45 PM 13 65 1 8 202 4 293 Total 56 360 5 29 1046 26 1522 Grand Total 144 1412 16 94 4114 66 5846 Apprch% 9.3 90.7 14.5 85.5 98.4 1.6 Total% 2.5 24.2 0.3 1.6 70.4 1.1 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :6 Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 14 114 128 0 4 4 374 g 382 514 05:00 PM 14 112 126 4 10 14 463 7 470 610 05:15 PM 11 152 163 0 8 8 417 2 419 590 05:30 PM 9 140 149 1 11 12 406 5 411 572 Total Volume 48 518 566 5 33 38 1660 22 1682 2286 %App.Total 8.5 91.5 13.2 86.8 98.7 1.3 P H F .857 .852 .868 .313 .750 .679 .896 .688 .895 .937 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :7 Osgood St Out In Total 169 566 225 518 48 Thru Left L+ Peak Hour Data O North 0 w 0 Peak Hour Begins at 04:45 P o CD r o� Cars z cn 0 �ZY �o ZY ov co— I Thru Right 1660 22 523 168 220 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:45 PM +0 mins. 6 142 148 4 10 14 374 g 382 +15 mins. 10 145 155 0 8 8 463 7 470 +30 mins. 12 140 152 1 11 12 417 2 419 +45 mins. 14 114 128 1 9 10 406 5 411 Total Volume 42 541 583 6 38 44 1660 22 1682 %App.Total 7.2 92.8 13.6 86.4 98.7 1.3 P H F .750 .933 .940 .375 .864 .786 .896 .688 .895 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :8 Osgood St In-Peak Hour:04:00 PM 583 541 42 Thru Left L+ Peak Hour Data �-n North CD CO =o Cars o 6� oZY I Thru Right 1660 22 168 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :9 Groups Printed-Trucks Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru Left Right =Thu Right Int.Total 04:00 PM 0 6 0 0 6 0 12 04:15 PM 0 7 0 0 8 0 15 04:30 PM 0 1 0 1 4 0 6 04:45 PM 0 2 0 0 7 0 9 Total 0 16 0 1 25 0 42 05:00 PM 0 2 0 0 8 0 10 05:15 PM 0 2 0 0 4 0 6 05:30 PM 0 5 0 0 4 0 9 05:45 PM 0 1 0 0 0 0 1 Total 0 10 0 0 16 0 26 06:00 PM 1 1 0 1 4 0 7 06:15 PM 0 2 0 0 4 0 6 06:30 PM 0 1 0 0 2 0 3 06:45 PM 0 0 0 0 4 0 4 Total 1 4 0 1 14 0 20 Grand Total 1 30 0 2 55 0 88 Apprch% 3.2 96.8 0 100 100 0 Total% 1.1 34.1 0 2.3 62.5 0 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 10 Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 6 6 0 0 0 6 0 6 12 04:15 PM 0 7 7 0 0 0 8 0 8 15 04:30 PM 0 1 1 0 1 1 4 0 4 6 04:45 PM 0 2 2 0 0 0 7 0 7 9 Total Volume 0 16 16 0 1 1 25 0 25 42 %App.Total 0 100 0 100 100 0 P H F .000 .571 .571 .000 .250 .250 .781 .000 .781 .700 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 11 Osgood St Out In Total 26 16 42 16 0 Thru Left L+ Peak Hour Data O CD North 0 Peak Hour Begins at 04:00 PNI o CD Trucks z 0 0 ZY �ZY 0 v Thru Right 25 0 16 25 41 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:15 PM +0 mins. 0 6 6 0 0 0 g 0 g +15 mins. 0 7 7 0 0 0 4 0 4 +30 mins. 0 1 1 0 1 1 7 0 7 +45 mins. 0 2 2 0 0 0 8 0 8 Total Volume 0 16 16 0 1 1 27 0 27 %App.Total 0 100 0 100 100 0 P H F .000 .571 .571 .000 .250 .250 .844 .000 .844 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 12 Osgood St In-Peak Hour:04:00 PM 16 16 0 Thru Left L+ Peak Hour Data �-n North CD O O Q Trucks p Z O 60 O ZY Thru Right 27 0 27 In-Peak Hour:04:15 PM Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 13 Groups Printed-Bikes Peds Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru Peds Left Right Peds Thru Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 1 0 0 0 0 0 1 1 04:15 PM 0 0 0 0 0 0 0 0 1 1 0 1 04:30 PM 0 0 0 0 0 0 1 0 0 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 1 0 1 0 1 1 2 3 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 1 0 1 0 1 1 2 3 Apprch% 0 0 0 100 100 0 Total% 0 0 0 50 50 0 33.3 66.7 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 14 Osgood St Farrwood Dr North Osgood St From North From East From South Start Time Left Thru App.Total Left Right App.Total Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 1 1 0 0 0 1 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 1 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 1 1 1 0 1 2 %App.Total 0 0 0 100 100 0 PHF .000 .000 .000 .000 .250 .250 .250 .000 .250 .500 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 15 Osgood St Out In Total 22 D0 02 0 0 Thru Left L+ Peak Hour Data O CD North 0 Peak Hour Begins at 04:00 PNI o CD Bikes Peds z 0 0 ZY �ZY 0 v Thru Right 1 0 0 1 0 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 1 1 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 1 0 1 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 1 1 1 0 1 %App.Total 0 0 0 100 100 0 P H F .000 .000 .000 .000 .250 .250 .250 .000 .250 Accurate Counts 978-664-2565 N/S Street: Osgood Street File Name :27010008 E/W Street: Farrwood Drive North Site Code :27010008 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 16 Osgood St In-Peak Hour:04:00 PM 0 0 0 Thru Left L+ Peak Hour Data �-n North CD O O Q Bikes Peds 0 Z O 60 O ZY Thru Right 1 0 1 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 1 Groups Printed-Cars-Trucks Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right Left L Thru Right Left Thru Right Left L Thru Right Int.Total 06:00 AM 0 115 0 13 0 1 1 21 3 0 0 7 161 06:15 AM 1 161 0 21 1 0 1 58 2 1 1 6 253 06:30 AM 0 202 0 31 1 4 1 57 10 0 1 11 318 06:45 AM 1 271 0 21 1 5 6 77 8 0 2 13 405 Total 2 749 0 86 3 10 9 213 23 1 4 37 1137 07:00 AM 2 303 0 23 0 5 2 78 8 1 2 15 439 07:15 AM 2 337 1 19 1 3 7 87 6 2 0 9 474 07:30 AM 2 383 0 16 1 5 4 107 8 0 1 12 539 07:45 AM 0 416 0 25 0 3 11 109 8 0 1 14 587 Total 6 1439 1 83 2 16 24 381 30 3 4 50 2039 08:00 AM 2 354 1 23 0 5 5 99 5 4 1 12 511 08:15 AM 3 281 0 21 0 2 8 102 7 0 2 9 435 08:30 AM 2 290 3 15 0 4 6 90 16 2 1 7 436 08:45 AM 2 224 0 16 1 4 3 117 5 0 1 5 378 Total 9 1149 4 75 1 15 22 408 33 6 5 33 1760 Grand Total 17 3337 5 244 6 41 55 1002 86 10 13 120 4936 Apprch% 0.5 99.3 0.1 83.8 2.1 14.1 4.8 87.7 7.5 7 9.1 83.9 Total% 0.3 67.6 0.1 4.9 0.1 0.8 1.1 20.3 1.7 0.2 0.3 2.4 Cars 13 3266 5 238 6 40 53 933 84 10 12 117 4777 %Cars 76.5 97.9 100 97.5 100 97.6 96.4 93.1 97.7 100 92.3 97.5 96.8 Trucks 4 71 0 6 0 1 2 69 2 0 1 3 159 %Trucks 23.5 2.1 0 2.5 0 2.4 3.6 6.9 2.3 0 7.7 2.5 3.2 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :2 Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 2 337 1 340 19 1 3 23 7 87 6 100 2 0 9 11 474 07:30 AM 2 383 0 385 16 1 5 22 4 107 8 119 0 1 12 13 539 07:45 AM 0 416 0 416 25 0 3 28 11 109 8 128 0 1 14 15 587 08:00 AM 2 354 1 357 23 0 5 28 5 99 5 109 4 1 12 17 511 Total Volume 6 1490 2 1498 83 2 16 101 27 402 27 456 6 3 47 56 2111 %App.Total 0.4 99.5 0.1 82.2 2 15.8 5.9 88.2 5.9 10.7 5.4 83.9 PHF .750 .895 .500 .900 .830 .500 .800 .902 .614 .922 .844 .891 .375 .750 .839 .824 .899 Cars 6 1464 2 1472 83 2 15 100 25 382 26 433 6 3 47 56 2061 %Cars 100 98.3 100 98.3 100 100 93.8 99.0 92.6 95.0 96.3 95.0 100 100 100 100 97.6 Trucks 0 26 0 26 0 0 1 1 2 20 1 23 0 0 0 0 50 %Trucks 0 1.7 0 1.7 0 0 6.3 1.0 7.4 5.0 3.7 5.0 0 0 0 0 2.4 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :3 Knipe Road Out In Total 4031143 21 424 1122 2 1464 6 0 26 0 2 1490 6 Ri ht Thru Left L+ Peak Hour Data -�N I� N C70 00 0 0 O O C.0 1 � North C9 O C9 0 Ln Ln MOM Peak Hour Begins at 07:15 A o 0 0 o ~ Cars NON O O U rnNr �o�� Trucks Q 4- CD CO ODDOw O �1 N C n Left Thru Right 25 382 26 2 20 1 27 402 27 159 433 202 26 23 49 162 456 207 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 06:30 AM 07:30 AM 06:45 AM +0 mins. 2 337 1 340 31 1 4 36 4 107 8 119 0 2 13 15 +15 mins. 2 383 0 385 21 1 5 27 11 109 8 128 1 2 15 18 +30 mins. 0 416 0 416 23 0 5 28 5 99 5 109 2 0 9 11 +45 mins. 2 354 1 357 19 1 3 23 8 102 7 117 0 1 12 13 Total Volume 6 1490 2 1498 94 3 17 114 28 417 28 473 3 5 49 57 %App.Total 0.4 99.5 0.1 82.5 2.6 14.9 5.9 88.2 5.9 5.3 8.8 86 P H F .750 .895 .500 .900 .758 .750 .850 .792 .636 .956 .875 .924 .375 .625 .817 .792 Accurate Counts 978-664-2565 Cars 6 1464 2 1472 92 3 17 112 26 394 27 447 3 5 47 55 %Cars 100 98.3 100 98.3 97.9 100 100 98.2 92.9 94.5 96.4 94.5 100 100 95.9 96.5 Trucks 0 26 0 26 2 0 0 2 2 23 1 26 0 0 2 2 %Trucks 0 1.7 0 1.7 2.1 0 0 1.8 7.1 5.5 3.6 5.5 0 0 4.1 3.5 Knipe Road In-Peak Hour:07:15 AM 147 26 149 2 1464 6 0 26 0 2 1490 6 Ri ht Thru Left Peak Hour Data a � MOM}, ' -j North v -a0 �v0v w 0 L� i LO0m Cars =o ° Trucks 0 1 W CD �N N 70 U CD mrnQ � r W N N D Left Thru Ri ht 26 394 27 2 23 1 28 417 28 447 26 473 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :5 Groups Printed-Cars Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right Left L Thru Right Left L Thru Right Left L Thru Right Int.Total 06:00 AM 0 108 0 12 0 1 1 20 3 0 0 7 152 06:15 AM 0 157 0 20 1 0 1 48 2 1 1 6 237 06:30 AM 0 196 0 29 1 4 1 53 10 0 1 11 306 06:45 AM 1 268 0 21 1 5 6 69 7 0 2 11 391 Total 1 729 0 82 3 10 9 190 22 1 4 35 1086 07:00 AM 1 297 0 23 0 5 2 72 8 1 2 15 426 07:15 AM 2 330 1 19 1 3 7 83 6 2 0 9 463 07:30 AM 2 377 0 16 1 5 4 105 8 0 1 12 531 07:45 AM 0 409 0 25 0 3 10 104 7 0 1 14 573 Total 5 1413 1 83 2 16 23 364 29 3 4 50 1993 08:00 AM 2 348 1 23 0 4 4 90 5 4 1 12 494 08:15 AM 2 273 0 21 0 2 8 95 7 0 1 8 417 08:30 AM 1 284 3 14 0 4 6 85 16 2 1 7 423 08:45 AM 2 219 0 15 1 4 3 109 5 0 1 5 364 Total 7 1124 4 73 1 14 21 379 33 6 4 32 1698 Grand Total 13 3266 5 238 6 40 53 933 84 10 12 117 4777 Apprch% 0.4 99.5 0.2 83.8 2.1 14.1 5 87.2 7.9 7.2 8.6 84.2 Total% 0.3 68.4 0.1 5 0.1 0.8 1.1 19.5 1.8 0.2 0.3 2.4 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :6 Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 2 330 1 333 19 1 3 23 7 83 6 96 2 0 9 11 463 07:30 AM 2 377 0 379 16 1 5 22 4 105 8 117 0 1 12 13 531 07:45 AM 0 409 0 409 25 0 3 28 10 104 7 121 0 1 14 15 573 08:00 AM 2 348 1 351 23 0 4 27 4 90 5 99 4 1 12 17 494 Total Volume 6 1464 2 1472 83 2 15 100 25 382 26 433 6 3 47 56 2061 %App.Total 0.4 99.5 0.1 83 2 15 5.8 88.2 6 10.7 5.4 83.9 PHF .750 .895 .500 .900 .830 .500 .750 .893 .625 .910 .813 .895 .375 .750 .839 .824 .899 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :7 Knipe Road Out In Total 403 147 187 2 1464 6 Ri ht Thru Left L+ Peak Hour Data LO �00 o O North o 0 �U*) CO o Peak Hour Begins at 07:15 ANI O C) Cars Q �N CD CC) O W� Ul- Left Thru Ri ht 25 382 26 159L- 4 202 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 06:30 AM 07:30 AM 07:00 AM +0 mins. 2 330 1 333 29 1 4 34 4 105 8 117 1 2 15 18 +15 mins. 2 377 0 379 21 1 5 27 10 104 7 121 2 0 9 11 +30 mins. 0 409 0 409 23 0 5 28 4 90 5 99 0 1 12 13 +45 mins. 2 348 1 351 19 1 3 23 8 95 7 110 0 1 14 15 Total Volume 6 1464 2 1472 92 3 17 112 26 394 27 447 3 4 50 57 %App.Total 0.4 99.5 0.1 82.1 2.7 15.2 5.8 88.1 6 5.3 7 87.7 P H F .750 .895 .500 .900 .793 .750 .850 .824 .650 .938 .844 .924 .375 .500 .833 .792 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :8 Knipe Road In-Peak Hour:07:15 AM 147 2 1464 6 Ri ht Thru Left L+ Peak Hour Data CD North v �� '�~ T. O i O v,_ Cars �3 0 1 ~ W N p 0 U CA)Q D N Left Thru Ri ht 26 394 27 447 In-Peak Hour:07:30 AM Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No :9 Groups Printed-Trucks Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right Left L Thru Right Left L Thru Right Left L Thru Right Int.Total 06:00 AM 0 7 0 1 0 0 0 1 0 0 0 0 9 06:15 AM 1 4 0 1 0 0 0 10 0 0 0 0 16 06:30 AM 0 6 0 2 0 0 0 4 0 0 0 0 12 06:45 AM 0 3 0 0 0 0 0 8 1 0 0 2 14 Total 1 20 0 4 0 0 0 23 1 0 0 2 51 07:00 AM 1 6 0 0 0 0 0 6 0 0 0 0 13 07:15 AM 0 7 0 0 0 0 0 4 0 0 0 0 11 07:30 AM 0 6 0 0 0 0 0 2 0 0 0 0 8 07:45 AM 0 7 0 0 0 0 1 5 1 0 0 0 14 Total 1 26 0 0 0 0 1 17 1 0 0 0 46 08:00 AM 0 6 0 0 0 1 1 9 0 0 0 0 17 08:15 AM 1 8 0 0 0 0 0 7 0 0 1 1 18 08:30 AM 1 6 0 1 0 0 0 5 0 0 0 0 13 08:45 AM 0 5 0 1 0 0 0 8 0 0 0 0 14 Total 2 25 0 2 0 1 1 29 0 0 1 1 62 Grand Total 4 71 0 6 0 1 2 69 2 0 1 3 159 Apprch% 5.3 94.7 0 85.7 0 14.3 2.7 94.5 2.7 0 25 75 Total% 2.5 44.7 0 3.8 0 0.6 1.3 43.4 1.3 0 0.6 1.9 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 10 Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 7 0 7 0 0 0 0 1 5 1 7 0 0 0 0 14 08:00 AM 0 6 0 6 0 0 1 1 1 9 0 10 0 0 0 0 17 08:15 AM 1 8 0 9 0 0 0 0 0 7 0 7 0 1 1 2 18 08:30 AM 1 6 0 7 1 0 0 1 0 5 0 5 0 0 0 0 13 Total Volume 2 27 0 29 1 0 1 2 2 26 1 29 0 1 1 2 62 %App.Total 6.9 93.1 0 50 0 50 6.9 89.7 3.4 0 50 50 PHF .500 .844 .000 .806 .250 .000 .250 .500 .500 .722 .250 .725 .000 .250 .250 .250 .861 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 11 Knipe Road Out In Total 27 29F 56 0 27 2 Ri ht Thru Left L+ Peak Hour Data -i5 o O ~ oqt North o O N (!i Peak Hour Begins at 07:45 ANI O U N �A.- Trucks Q CD p o Left Thru Rii ht 2 21 1 29 29 58 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 06:00 AM 08:00 AM 06:00 AM +0 mins. 0 7 0 7 1 0 0 1 1 9 0 10 0 0 0 0 +15 mins. 0 6 0 6 1 0 0 1 0 7 0 7 0 0 0 0 +30 mins. 1 8 0 9 2 0 0 2 0 5 0 5 0 0 0 0 +45 mins. 1 6 0 7 0 0 0 0 0 8 0 8 0 0 2 2 Total Volume 2 27 0 29 4 0 0 4 1 29 0 30 0 0 2 2 %App.Total 6.9 93.1 0 100 0 0 3.3 96.7 0 0 0 100 PHF .500 .844 .000 .806 .500 .000 .000 .500 .250 .806 .000 .750 .000 .000 .250 .250 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 12 Knipe Road In-Peak Hour:07:45 AM 29 0 27 2 Ri ht Thru Left L+ Peak Hour Data CD o m -0 (n o North 1C) �o N Z i O=O Trucks �? o� ~ o moo U N r 6 Q 0 I � I Left Thru Rii ht 1 291 01 30 In-Peak Hour:08:00 AM Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 13 Grou s Printed-Bikes Peds Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right Peds Left Thru Right L Peds Left Thru Right Peds Left Thru L Right Peds Exclu.Total Inclu.Total Int.Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 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 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 07:15 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 1 07:30 AM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 2 0 0 0 0 0 1 0 0 0 0 0 0 2 2 4 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 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 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 1 0 2 0 0 0 0 0 1 0 0 0 0 0 0 2 2 4 Apprch% 0 100 0 0 0 0 0 100 0 0 0 0 Total% 0 50 0 0 0 0 0 50 0 0 0 0 50 50 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 14 Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:30 AM 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 Total Volume 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 %App.Total 0 100 0 0 0 0 0 100 0 0 0 0 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .500 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 15 Knipe Road Out In Total 01 0 02 0 1 0 Ri ht Thru Left L+ Peak Hour Data —o o O ~ I � North o,— �o 0 0 o (n 0 0 1-4 0 Peak Hour Begins at 06:30 ANI 0 0 0 0 U o o Bikes Peds Q O 0 0 v o— I I Left Thru Rii ht 0 11 01 0 1 0 Out In Total Peak Hour Analysis From 06:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 06:15 AM 06:00 AM 06:30 AM 06:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 Total Volume 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 %App.Total 0 100 0 0 0 0 0 100 0 0 0 0 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Clear Page No : 16 Knipe Road In-Peak Hour:06:15 AM 0 0 1 0 Ri ht Thru Left L+ Peak Hour Data CD o m -0 (n o North 1C) �0 o Z o f 0 0 _ �� Bikes Peds �? UC)0 ) ~ o C) U � M Q 0 o > I � I Left Thru Rii ht 0 11 01 1 In-Peak Hour:06:30 AM Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 1 Groups Printed-Cars-Trucks Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right Left L Thru Right Left Thru Right Left L Thru Right Int.Total 04:00 PM 4 139 0 7 0 0 9 300 30 1 3 12 505 04:15 PM 2 142 1 11 0 1 8 322 27 1 2 8 525 04:30 PM 3 134 1 7 2 3 8 362 37 4 2 13 576 04:45 PM 0 121 0 4 0 1 12 359 24 0 1 3 525 Total 9 536 2 29 2 5 37 1343 118 6 8 36 2131 05:00 PM 2 117 1 6 2 2 13 441 23 0 4 18 629 05:15 PM 1 145 0 4 0 7 14 409 22 0 0 10 612 05:30 PM 9 141 0 9 1 1 15 384 23 0 1 10 594 05:45 PM 5 107 0 10 0 3 8 342 31 1 0 6 513 Total 17 510 1 29 3 13 50 1576 99 1 5 44 2348 06:00 PM 0 104 0 6 1 2 10 281 32 1 2 4 443 06:15 PM 0 122 0 10 0 1 7 262 13 2 0 3 420 06:30 PM 0 91 0 6 0 1 8 249 21 0 3 5 384 06:45 PM 3 69 0 5 0 4 5 213 11 0 1 2 313 Total 3 386 0 27 1 8 30 1005 77 3 6 14 1560 Grand Total 29 1432 3 85 6 26 117 3924 294 10 19 94 6039 Apprch% 2 97.8 0.2 72.6 5.1 22.2 2.7 90.5 6.8 8.1 15.4 76.4 Total% 0.5 23.7 0 1.4 0.1 0.4 1.9 65 4.9 0.2 0.3 1.6 Cars 29 1407 3 85 6 26 117 3892 294 10 19 93 5981 %Cars 100 98.3 100 100 100 100 100 99.2 100 100 100 98.9 99 Trucks 0 25 0 0 0 0 0 32 0 0 0 1 58 %Trucks 0 1.7 0 0 0 0 0 0.8 0 0 0 1.1 1 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :2 Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 121 0 121 4 0 1 5 12 359 24 395 0 1 3 4 525 05:00 PM 2 117 1 120 6 2 2 10 13 441 23 477 0 4 18 22 629 05:15 PM 1 145 0 146 4 0 7 11 14 409 22 445 0 0 10 10 612 05:30 PM 9 141 0 150 9 1 1 11 15 384 23 422 0 1 10 11 594 Total Volume 12 524 1 537 23 3 11 37 54 1593 92 1739 0 6 41 47 2360 %App.Total 2.2 97.6 0.2 62.2 8.1 29.7 3.1 91.6 5.3 0 12.8 87.2 PHF .333 .903 .250 .895 .639 .375 .393 .841 .900 .903 .958 .911 .000 .375 .569 .534 .938 Cars 12 515 1 528 23 3 11 37 54 1584 92 1730 0 6 41 47 2342 %Cars 100 98.3 100 98.3 100 100 100 100 100 99.4 100 99.5 0 100 100 100 99.2 Trucks 0 9 0 9 0 0 0 0 0 9 0 9 0 0 0 0 18 %Trucks 0 1.7 0 1.7 0 0 0 0 0 0.6 0 0.5 0 0 0 0 0.8 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :3 Knipe Road Out In Total 159F 528 9 9 160 7 121341 1 515 12 0 9 0 1 524 12 Ri ht Thru Left L+ LO0LO Peak Hour Data �o 0 0 000 C: CD 0 0 T- - - --.X --.X° North �301 0 r—o r- 0 0 0 0 Peak Hour Begins at 04:45 PNI _o o ~ Cars �^' �^' 0 U 0 Trucks 4- Q CD WOW O41 CD--4 Left Thru Right 54 1584 92 0 9 0 54 159 92 579 173 230 9 9 18 588 173 232 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:45 PM 04:15 PM +0 mins. 4 139 0 143 6 2 2 10 12 359 24 395 1 2 8 11 +15 mins. 2 142 1 145 4 0 7 11 13 441 23 477 4 2 13 19 +30 mins. 3 134 1 138 9 1 1 11 14 409 22 445 0 1 3 4 +45 mins. 0 121 0 121 10 0 3 13 15 384 23 422 0 4 18 22 Total Volume 9 536 2 547 29 3 13 45 54 1593 92 1739 5 9 42 56 %App.Total 1.6 98 0.4 64.4 6.7 28.9 3.1 91.6 5.3 8.9 16.1 75 P H F .563 .944 .500 .943 .725 .375 .464 .865 .900 .903 .958 .911 .313 .563 .583 .636 Accurate Counts 978-664-2565 Cars 9 525 2 536 29 3 13 45 54 1584 92 1730 5 9 41 55 %Cars 100 97.9 100 98 100 100 100 100 100 99.4 100 99.5 100 100 97.6 98.2 Trucks 0 11 0 11 0 0 0 0 0 9 0 9 0 0 1 1 %Trucks 0 2.1 0 2 0 0 0 0 0 0.6 0 0.5 0 0 2.4 1.8 Knipe Road In-Peak Hour:04:00 PM 536 11 547 2 525 9 0 11 0 2 536 9 Ri ht Thru Left Peak Hour Data � o n}, North v �o Lwow �0 0 L� ° morn Cars =o � _ �� Trucks �3 o� w o w al C)al o cn a_ o� ~, CD Left Thru Ri ht 54 1584 92 0 9 0 54 159J 92 173 9 173 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :5 Groups Printed-Cars Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right Left L Thru Right Left L Thru Right Left L Thru Right Int.Total 04:00 PM 4 134 0 7 0 0 9 295 30 1 3 12 495 04:15 PM 2 139 1 11 0 1 8 319 27 1 2 7 518 04:30 PM 3 132 1 7 2 3 8 358 37 4 2 13 570 04:45 PM 0 120 0 4 0 1 12 356 24 0 1 3 521 Total 9 525 2 29 2 5 37 1328 118 6 8 35 2104 05:00 PM 2 115 1 6 2 2 13 438 23 0 4 18 624 05:15 PM 1 143 0 4 0 7 14 407 22 0 0 10 608 05:30 PM 9 137 0 9 1 1 15 383 23 0 1 10 589 05:45 PM 5 106 0 10 0 3 8 342 31 1 0 6 512 Total 17 501 1 29 3 13 50 1570 99 1 5 44 2333 06:00 PM 0 102 0 6 1 2 10 277 32 1 2 4 437 06:15 PM 0 120 0 10 0 1 7 260 13 2 0 3 416 06:30 PM 0 90 0 6 0 1 8 248 21 0 3 5 382 06:45 PM 3 69 0 5 0 4 5 209 11 0 1 2 309 Total 3 381 0 27 1 8 30 994 77 3 6 14 1544 Grand Total 29 1407 3 85 6 26 117 3892 294 10 19 93 5981 Apprch% 2 97.8 0.2 72.6 5.1 22.2 2.7 90.4 6.8 8.2 15.6 76.2 Total% 0.5 23.5 0.1 1.4 0.1 0.4 2 65.1 4.9 0.2 0.3 1.6 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :6 Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 120 0 120 4 0 1 5 12 356 24 392 0 1 3 4 521 05:00 PM 2 115 1 118 6 2 2 10 13 438 23 474 0 4 18 22 624 05:15 PM 1 143 0 144 4 0 7 11 14 407 22 443 0 0 10 10 608 05:30 PM 9 137 0 146 9 1 1 11 15 383 23 421 0 1 10 11 589 Total Volume 12 515 1 528 23 3 11 37 54 1584 92 1730 0 6 41 47 2342 %App.Total 2.3 97.5 0.2 62.2 8.1 29.7 3.1 91.6 5.3 0 12.8 87.2 PHF .333 .900 .250 .904 .639 .375 .393 .841 .900 .904 .958 .912 .000 .375 .569 .534 .938 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :7 Knipe Road Out In Total 159 528 212 1 515 12 Ri ht Thru Left L+ -LO Peak Hour Data � o o� o �O North ; O �� Peak Hour Begins at 04:45 P �� o CIO o U �� Cars Q �� � W 0 CD v� Left Thru Ri ht 54 1584 92 579 173 230 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:45 PM 04:15 PM +0 mins. 4 134 0 138 6 2 2 10 12 356 24 392 1 2 7 10 +15 mins. 2 139 1 142 4 0 7 11 13 438 23 474 4 2 13 19 +30 mins. 3 132 1 136 9 1 1 11 14 407 22 443 0 1 3 4 +45 mins. 0 120 0 120 10 0 3 13 15 383 23 421 0 4 18 22 Total Volume 9 525 2 536 29 3 13 45 54 1584 92 1730 5 9 41 55 %App.Total 1.7 97.9 0.4 64.4 6.7 28.9 3.1 91.6 5.3 9.1 16.4 74.5 P H F .563 .944 .500 .944 .725 .375 .464 .865 .900 .904 .958 .912 .313 .563 .569 .625 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :8 Knipe Road In-Peak Hour:04:00 PM 536 2 525 9 Ri ht Thru Left L+ Peak Hour Data LO North 3 C) w T. O i O _ Cars w o 0 PO Left Thru Ri ht 54 1584 92 173 In-Peak Hour:04:45 PM Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No :9 Groups Printed-Trucks Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right Left L Thru Right Left L Thru Right Left L Thru Right Int.Total 04:00 PM 0 5 0 0 0 0 0 5 0 0 0 0 10 04:15 PM 0 3 0 0 0 0 0 3 0 0 0 1 7 04:30 PM 0 2 0 0 0 0 0 4 0 0 0 0 6 04:45 PM 0 1 0 0 0 0 0 3 0 0 0 0 4 Total 0 11 0 0 0 0 0 15 0 0 0 1 27 05:00 PM 0 2 0 0 0 0 0 3 0 0 0 0 5 05:15 PM 0 2 0 0 0 0 0 2 0 0 0 0 4 05:30 PM 0 4 0 0 0 0 0 1 0 0 0 0 5 05:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 9 0 0 0 0 0 6 0 0 0 0 15 06:00 PM 0 2 0 0 0 0 0 4 0 0 0 0 6 06:15 PM 0 2 0 0 0 0 0 2 0 0 0 0 4 06:30 PM 0 1 0 0 0 0 0 1 0 0 0 0 2 06:45 PM 0 0 0 0 0 0 0 4 0 0 0 0 4 Total 0 5 0 0 0 0 0 11 0 0 0 0 16 Grand Total 0 25 0 0 0 0 0 32 0 0 0 1 58 Apprch% 0 100 0 0 0 0 0 100 0 0 0 100 Total% 0 43.1 0 0 0 0 0 55.2 0 0 0 1.7 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 10 Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 5 0 5 0 0 0 0 0 5 0 5 0 0 0 0 10 04:15 PM 0 3 0 3 0 0 0 0 0 3 0 3 0 0 1 1 7 04:30 PM 0 2 0 2 0 0 0 0 0 4 0 4 0 0 0 0 6 04:45 PM 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0 4 Total Volume 0 11 0 11 0 0 0 0 0 15 0 15 0 0 1 1 27 %App.Total 0 100 0 0 0 0 0 100 0 0 0 100 PHF .000 .550 .000 .550 .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .250 .250 .675 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 11 Knipe Road Out In Total 15 11F 26 0 11 0 Ri ht Thru Left L+ Peak Hour Data o O ~ o� North CD O 0 O Peak Hour Begins at 04:00 PNI 0 0 o U o �A.- Trucks Q O o O v o— I � I Left Thru Rii ht 0 151 01 12 15 27 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 5 0 5 0 0 0 0 0 5 0 5 0 0 0 0 +15 mins. 0 3 0 3 0 0 0 0 0 3 0 3 0 0 1 1 +30 mins. 0 2 0 2 0 0 0 0 0 4 0 4 0 0 0 0 +45 mins. 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0 Total Volume 0 11 0 11 0 0 0 0 0 15 0 15 0 0 1 1 %App.Total 0 100 0 0 0 0 0 100 0 0 0 100 PHF .000 .550 .000 .550 .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .250 .250 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 12 Knipe Road In-Peak Hour:04:00 PM 11 0 11 0 Ri ht Thru Left L+ Peak Hour Data CD North �C '�� T. O 0 ��Z i O=O Trucks �? o� ~ moo � o o o I � I Left Thru Rii ht 0 151 01 15 In-Peak Hour:04:00 PM Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 13 Grou s Printed-Bikes Peds Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right Peds Left Thru Right L Peds Left Thru Right Peds Left Thru L Right Peds Exclu.Total Inclu.Total Int.Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2 04:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 Total 0 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 2 1 3 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 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 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 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 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 2 1 3 Apprch% 0 0 0 0 0 0 0 100 0 0 0 0 Total% 0 0 0 0 0 0 0 100 0 0 0 0 66.7 33.3 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 14 Knipe Road Boston Road Boston Road Cross Road From North From East From South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 %App.Total 0 0 0 0 0 0 0 100 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .250 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 15 Knipe Road Out In Total 01 DO F 0 0 0 Ri ht Thru Left L+ Peak Hour Data —o o O ~ o� North o �o 0 o �� Peak Hour Begins at 04:00 P �� 0 0 0 0 U o o Bikes PedsCD Q O o 0 v o— I � I Left Thru Rii ht 0 11 01 0 1 0 Out In Total Peak Hour Analysis From 04:00 PM to 06:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 %App.Total 0 0 0 0 0 0 0 100 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 Accurate Counts 978-664-2565 N/S Street: Knipe Road/Boston Road File Name :27010009 E/W Street: Boston Road/Cross Road Site Code :27010009 City/State : Haverhill, MA Start Date :9/26/2019 Weather : Cloudy Page No : 16 Knipe Road In-Peak Hour:04:00 PM 0 0 0 0 Ri ht Thru Left L+ Peak Hour Data CD North �C0 L� '�� T. O o (n Z i O=O _ �� Bikes Peds �? U) ~ o C)C)0 0 � o � I � I Left Thru Rii ht 0 11 01 1 In-Peak Hour:04:00 PM Accurate Counts Page 1 Location :Osgood Street SIB 978-664-2565 Location : North of North Driveway 1 City/State: North Andover, MA 2701 VOL1 Start Wed 9/12/2018 Thu 9/13/2018 Fri 9/14/2018 Daily Average Time A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. 12:00 10 122 3 123 6 122 12:15 7 135 2 128 4 132 12:30 8 136 2 107 5 122 12:45 4 118 0 113 2 116 01:00 2 118 2 107 2 112 01:15 1 103 0 112 0 108 01:30 3 99 2 108 2 104 01:45 0 105 3 105 2 105 02:00 6 116 0 97 3 106 02:15 4 94 2 96 3 95 02:30 2 92 4 118 3 105 02:45 6 95 3 102 4 98 03:00 4 113 3 112 4 112 03:15 10 121 6 116 8 118 03:30 8 124 5 126 6 125 03:45 10 119 11 122 10 120 04:00 9 118 8 108 8 113 04:15 20 96 15 110 18 103 04:30 29 134 27 132 28 133 04:45 32 90 32 130 32 110 05:00 46 145 43 144 44 144 05:15 84 107 69 142 76 124 05:30 83 97 92 119 88 108 05:45 99 84 122 147 110 116 06:00 127 89 124 92 126 90 06:15 183 88 181 91 182 90 06:30 253 69 199 93 226 81 06:45 296 73 268 69 282 71 07:00 351 61 402 61 376 61 07:15 317 59 413 77 365 68 07:30 347 43 368 76 358 60 07:45 405 58 348 81 376 70 08:00 342 46 292 61 317 54 08:15 357 38 294 75 326 56 08:30 294 32 237 59 266 46 08:45 256 26 197 83 226 54 09:00 166 33 149 65 158 49 09:15 150 19 124 96 137 58 09:30 129 20 126 80 128 50 09:45 102 23 117 73 110 48 10:00 94 19 98 81 96 50 10:15 98 13 112 53 105 33 10:30 106 24 90 43 98 34 10:45 94 12 111 43 102 28 11:00 111 10 88 22 100 16 11:15 125 11 113 27 119 19 11:30 130 5 85 17 108 11 11:45 122 4 126 18 124 11 Total 5442 3556 5118 4360 0 0 5279 3959 Combined 8998 9478 0 9238 Total Peak 07:30 12:00 - 07:00 05:00 - - - - 07:00 04:30 Vol. 1451 511 - 1531 552 - - - - 1475 511 P.H.F. 0.896 0.939 0.927 0.939 0.981 0.887 ADT ADT 9,238 AADT 9,238 Accurate Counts Page 1 Location : Osgood Street SB 978-664-2565 Location : North of North Driveway 1 City/State: North Andover, MA 2701 VOL1 Start 9/12/2018 Time Wed SB 12:00 AM 29 01:00 6 02:00 18 03:00 32 04:00 90 05:00 312 06:00 859 07:00 1420 08:00 1249 09:00 547 10:00 392 11:00 488 12:00 PM 511 01:00 425 02:00 397 03:00 477 04:00 438 05:00 433 06:00 319 07:00 221 08:00 142 09:00 95 10:00 68 11:00 30 Total 8998 AM Peak - 07:00 - - - - - - - - Vol. - 1420 - - - - - - - - PM Peak - 12:00 - - - - - - - - Vol. - 511 - - - - - - - - Accurate Counts Page 2 Location : Osgood Street SB 978-664-2565 Location : North of North Driveway 1 City/State: North Andover, MA 2701 VOL1 Start 9/13/2018 Time Thu SB 12:00 AM 7 01:00 7 02:00 9 03:00 25 04:00 82 05:00 326 06:00 772 07:00 1531 08:00 1020 09:00 516 10:00 411 11:00 412 12:00 PM 471 01:00 432 02:00 413 03:00 476 04:00 480 05:00 552 06:00 345 07:00 295 08:00 278 09:00 314 10:00 220 11:00 84 Total 9478 AM Peak - 07:00 - - - - - - - - Vol. - 1531 - - - - - - - - PM Peak - 17:00 - - - - - - - - Vol. - 552 - - - - - - - - Grand Total 18476 ADT ADT 93238 AADT 9,238 Accurate Counts Page 1 Location :Osgood Street SB 978-664-2565 Location : North of North Driveway 1 City/State: North Andover, MA 2701 SPD1 SB Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 09/12/18 0 0 0 0 2 3 10 10 3 1 0 0 0 0 29 01:00 0 0 0 0 1 2 0 3 0 0 0 0 0 0 6 02:00 1 0 0 0 0 4 7 4 1 1 0 0 0 0 18 03:00 2 0 1 1 1 5 14 5 3 0 0 0 0 0 32 04:00 2 0 2 0 3 3 21 32 17 8 2 0 0 0 90 05:00 7 0 0 0 7 12 48 111 84 36 7 0 0 0 312 06:00 22 0 0 1 3 26 99 337 254 100 16 1 0 0 859 07:00 40 0 0 0 7 46 211 563 434 104 12 3 0 0 1420 08:00 37 0 0 0 4 48 221 469 347 101 20 2 0 0 1249 09:00 23 0 0 0 7 32 145 150 127 52 9 2 0 0 547 10:00 15 0 0 0 4 24 68 133 101 39 8 0 0 0 392 11:00 12 0 1 5 2 19 88 152 138 64 7 0 0 0 488 12 PM 17 0 0 0 6 27 75 193 122 53 13 4 0 1 511 13:00 16 0 0 0 5 30 68 136 116 40 12 1 0 1 425 14:00 14 0 0 2 4 20 74 133 97 40 11 2 0 0 397 15:00 11 0 1 1 3 11 81 155 145 59 9 0 1 0 477 16:00 13 2 2 0 4 11 45 133 128 76 22 2 0 0 438 17:00 12 0 0 0 5 9 37 122 143 69 30 5 1 0 433 18:00 0 0 0 0 1 4 27 110 109 54 14 0 0 0 319 19:00 5 0 0 0 2 8 31 79 65 25 5 1 0 0 221 20:00 2 0 0 0 4 4 22 56 31 18 5 0 0 0 142 21:00 3 0 0 0 0 6 15 26 32 11 0 2 0 0 95 22:00 0 0 0 0 0 5 17 23 18 4 1 0 0 0 68 23:00 1 0 0 0 1 3 7 9 4 4 1 0 0 0 30 Total 255 2 7 10 76 362 1431 3144 2519 959 204 25 2 2 8998 Daily 15th Percentile: 42 MPH 50th Percentile: 48 MPH 85th Percentile: 54 MPH 95th Percentile: 58 MPH Mean Speed(Average): 48 MPH 10 MPH Pace Speed: 46-55 MPH Number in Pace: 5663 Percent in Pace: 62.9% Number of Vehicles>50 MPH: 3711 Percent of Vehicles>50 MPH: 41.2% Accurate Counts Page 2 Location :Osgood Street SB 978-664-2565 Location : North of North Driveway 1 City/State: North Andover, MA 2701 SPD1 SB Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 09/13/18 0 0 0 0 0 1 0 4 2 0 0 0 0 0 7 01:00 0 0 0 0 0 0 4 0 1 1 1 0 0 0 7 02:00 0 0 0 0 0 2 2 4 1 0 0 0 0 0 9 03:00 1 0 0 0 0 6 3 9 5 1 0 0 0 0 25 04:00 0 0 0 0 2 1 10 25 28 12 3 1 0 0 82 05:00 10 0 0 0 1 9 37 91 94 58 18 7 1 0 326 06:00 29 0 0 0 2 12 70 215 255 144 37 6 2 0 772 07:00 62 0 0 0 0 9 88 340 566 341 106 17 1 1 1531 08:00 27 0 3 2 5 28 74 254 347 203 60 16 1 0 1020 09:00 16 2 0 1 3 10 73 126 147 99 34 5 0 0 516 10:00 7 0 0 1 5 16 51 143 119 47 17 5 0 0 411 11:00 10 0 0 0 2 14 41 119 124 73 21 7 1 0 412 12 PM 17 0 1 4 12 23 63 119 119 77 24 11 1 0 471 13:00 22 3 10 21 29 46 63 100 86 36 15 1 0 0 432 14:00 14 0 0 1 2 11 71 127 114 51 15 5 2 0 413 15:00 20 1 0 1 2 13 54 127 140 79 27 12 0 0 476 16:00 14 0 0 3 2 9 47 108 146 93 43 14 1 0 480 17:00 19 0 0 0 2 6 42 126 157 121 47 21 6 5 552 18:00 7 0 0 0 3 9 43 96 96 54 27 8 2 0 345 19:00 9 0 0 2 3 24 60 73 74 27 11 9 2 1 295 20:00 8 0 0 2 6 33 66 89 45 21 4 3 1 0 278 21:00 3 0 0 0 4 41 84 112 46 20 2 0 1 1 314 22:00 1 0 0 2 4 10 41 78 63 14 5 2 0 0 220 23:00 3 0 0 1 3 11 19 22 14 8 1 1 1 0 84 Total 299 6 14 41 92 344 1106 2507 2789 1580 518 151 23 8 9478 Daily 15th Percentile: 42 MPH 50th Percentile: 50 MPH 85th Percentile: 57 MPH 95th Percentile: 62 MPH Mean Speed(Average): 50 MPH 10 MPH Pace Speed: 46-55 MPH Number in Pace: 5296 Percent in Pace: 55.9% Number of Vehicles>50 MPH: 5069 Percent of Vehicles>50 MPH: 53.5% Grand 554 8 21 51 168 706 2537 5651 5308 2539 722 176 25 10 18476 Total Overall 15th Percentile: 42 MPH 50th Percentile: 49 MPH 85th Percentile: 56 MPH 95th Percentile: 59 MPH Mean Speed(Average): 49 MPH 10 MPH Pace Speed: 46-55 MPH Number in Pace: 10959 Percent in Pace: 59.3% Number of Vehicles>50 MPH: 8780 Percent of Vehicles>50 MPH: 47.5% Accurate Counts Page 1 Location :Osgood Street NB 978-664-2565 Location :South of North Driveway 1 City/State: North Andover, MA 2701 VOL2 Start Wed 9/5/2018 Thu 9/6/2018 Fri 9/7/2018 Daily Average Time A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. 12:00 6 119 6 117 6 118 12:15 9 120 8 130 8 125 12:30 7 123 10 114 8 118 12:45 5 104 2 127 4 116 01:00 4 130 3 104 4 117 01:15 5 107 5 124 5 116 01:30 4 132 2 125 3 128 01:45 3 116 1 123 2 120 02:00 3 119 2 146 2 132 02:15 4 119 4 158 4 138 02:30 2 125 2 140 2 132 02:45 3 181 3 161 3 171 03:00 2 172 1 196 2 184 03:15 0 209 2 221 1 215 03:30 2 241 4 254 3 248 03:45 6 256 3 230 4 243 04:00 5 251 4 276 4 264 04:15 4 266 5 281 4 274 04:30 7 326 1 329 4 328 04:45 4 277 8 302 6 290 05:00 11 332 8 362 10 347 05:15 11 305 7 306 9 306 05:30 15 268 17 314 16 291 05:45 19 240 23 292 21 266 06:00 23 228 20 252 22 240 06:15 36 201 52 209 44 205 06:30 54 156 60 200 57 178 06:45 51 129 55 169 53 149 07:00 63 149 60 166 62 158 07:15 70 96 65 139 68 118 07:30 77 104 70 77 74 90 07:45 78 96 73 81 76 88 08:00 63 104 80 96 72 100 08:15 63 68 62 54 62 61 08:30 68 72 81 80 74 76 08:45 98 63 96 42 97 52 09:00 111 53 100 50 106 52 09:15 89 40 93 46 91 43 09:30 74 38 67 34 70 36 09:45 71 46 86 33 78 40 10:00 88 34 94 32 91 33 10:15 84 19 96 38 90 28 10:30 83 12 107 18 95 15 10:45 107 15 71 17 89 16 11:00 92 16 98 14 95 15 11:15 89 19 89 14 89 16 11:30 117 13 120 14 118 14 11:45 106 14 106 14 106 14 Total 1996 6423 2032 6821 0 0 2014 6624 Combined 8419 8853 0 8638 Total Peak 10:45 04:30 - 11:00 04:30 - - - - 11:00 04:30 Vol. 405 1240 - 413 1299 - - - - 408 1271 P.H.F. 0.865 0.934 0.860 0.897 0.864 0.916 ADT ADT 8,636 AADT 8,636 Accurate Counts Page 1 Location : Osgood Street NB 978-664-2565 Location :South of North Driveway 1 City/State: North Andover, MA 2701 VOL2 Start Mon Tue Wed Thu Fri Average Sat Sun Week Time 9/3/2018 9/4/2018 9/5/2018 9/6/2018 9/7/2018 Day 9/8/2018 9/9/2018 Average 12:00 AM 27 26 26 26 0 01:00 16 11 14 14 02:00 12 11 12 12 03:00 10 10 10 10 04:00 20 18 19 19 0 05:00 56 55 56 56 06:00 164 187 176 176 0 07:00 288 268 278 278 08:00 292 319 306 306 09:00 345 346 346 346 10:00 362 368 365 365 11:00 404 413 408 408 12:00 PM 466 488 477 477 01:00 485 476 480 480 02:00 544 605 574 574 03:00 878 901 890 890 04:00 1120 1188 1154 1154 05:00 1145 1274 1210 1210 06:00 714 830 772 772 07:00 445 463 454 454 08:00 307 272 290 290 09:00 177 163 170 170 10:00 80 105 92 92 11:00 62 56 59 59 Day Total 0 0 8419 8853 0 8638 0 0 8638 %Avg. 0.0% 0.0% 97.5% 102.5% 0.0% WkDay %Avg. 0.0% 0.0% 97.5% 102.5% 0.0% 100.0% 0.0% 0.0% Week AM Peak - - 11:00 11:00 - - 11:00 - - - - 11:00 - - Vol. - - 404 413 - - 408 - - - - 408 - - PM Peak - - 17:00 17:00 - - 17:00 - - - - 17:00 - - Vol. - - 1145 1274 - - 1210 - - - - 1210 - - Grand 0 0 8419 8853 0 8638 0 0 8638 Total ADT ADT 81636 AADT 8,636 Accurate Counts Page 1 Location :Osgood Street NB 978-664-2565 Location :South of North Driveway 1 City/State: North Andover, MA 2701 SPD2 NB Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 09/05/18 0 0 0 1 1 3 4 10 5 2 1 0 0 0 27 01:00 0 0 0 1 0 1 7 5 1 1 0 0 0 0 16 02:00 1 0 0 0 1 4 1 2 3 0 0 0 0 0 12 03:00 0 0 0 0 0 3 5 1 1 0 0 0 0 0 10 04:00 1 0 1 0 0 1 4 5 4 2 2 0 0 0 20 05:00 0 0 1 0 3 10 10 22 7 3 0 0 0 0 56 06:00 8 2 3 5 8 10 28 58 28 12 2 0 0 0 164 07:00 9 0 0 6 17 16 70 94 60 12 3 1 0 0 288 08:00 11 1 2 7 15 30 65 91 55 12 3 0 0 0 292 09:00 11 0 4 10 18 21 71 119 74 14 1 2 0 0 345 10:00 4 1 2 4 5 31 92 116 86 19 2 0 0 0 362 11:00 15 1 2 5 24 53 118 118 49 16 3 0 0 0 404 12 PM 9 0 2 12 29 48 112 155 76 22 1 0 0 0 466 13:00 5 0 11 41 72 84 76 101 61 26 8 0 0 0 485 14:00 15 0 4 8 12 22 102 202 124 44 10 1 0 0 544 15:00 36 4 7 15 33 73 150 279 200 67 13 1 0 0 878 16:00 41 2 5 31 68 85 190 335 255 92 15 1 0 0 1120 17:00 45 1 0 14 53 109 242 357 243 71 10 0 0 0 1145 18:00 22 1 1 9 16 28 107 232 209 68 19 2 0 0 714 19:00 7 2 4 5 16 50 90 144 97 24 5 1 0 0 445 20:00 3 0 1 11 14 27 83 105 41 18 2 2 0 0 307 21:00 1 0 1 1 0 8 50 74 35 6 1 0 0 0 177 22:00 0 0 0 1 2 3 16 34 22 2 0 0 0 0 80 23:00 0 0 0 0 0 4 19 19 13 5 2 0 0 0 62 Total 244 15 51 187 407 724 1712 2678 1749 538 103 11 0 0 8419 Daily 15th Percentile: 37 MPH 50th Percentile: 46 MPH 85th Percentile: 53 MPH 95th Percentile: 57 MPH Mean Speed(Average): 45 MPH 10 MPH Pace Speed: 46-55 MPH Number in Pace: 4427 Percent in Pace: 52.6% Number of Vehicles>45 MPH: 5079 Percent of Vehicles>45 MPH: 60.3% Accurate Counts Page 2 Location :Osgood Street NB 978-664-2565 Location :South of North Driveway 1 City/State: North Andover, MA 2701 SPD2 NB Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 09/06/18 1 0 0 1 0 1 4 14 1 4 0 0 0 0 26 01:00 0 0 0 1 1 2 0 6 1 0 0 0 0 0 11 02:00 0 0 0 0 1 3 3 3 1 0 0 0 0 0 11 03:00 1 0 1 0 0 1 1 3 3 0 0 0 0 0 10 04:00 0 0 0 0 0 0 9 4 5 0 0 0 0 0 18 05:00 4 1 0 2 1 2 12 17 12 2 2 0 0 0 55 06:00 10 0 5 4 5 18 40 51 41 10 2 1 0 0 187 07:00 10 0 0 4 13 18 58 85 54 18 6 1 1 0 268 08:00 4 0 0 15 14 29 68 116 57 9 6 0 1 0 319 09:00 5 7 3 11 16 32 98 124 43 6 1 0 0 0 346 10:00 10 2 2 4 17 25 104 134 52 16 1 1 0 0 368 11:00 7 2 1 7 12 29 109 133 83 28 2 0 0 0 413 12 PM 7 1 1 9 26 53 115 153 87 30 4 2 0 0 488 13:00 11 0 3 11 17 36 104 150 102 34 7 1 0 0 476 14:00 16 0 4 19 16 35 116 208 143 38 9 1 0 0 605 15:00 30 3 8 13 27 67 226 296 174 48 9 0 0 0 901 16:00 53 9 10 54 101 135 297 335 156 29 8 1 0 0 1188 17:00 42 2 1 12 34 125 342 440 225 43 8 0 0 0 1274 18:00 18 1 3 10 9 49 161 334 184 52 6 2 1 0 830 19:00 4 0 1 1 4 22 88 200 108 28 7 0 0 0 463 20:00 3 0 0 11 13 21 60 94 53 16 1 0 0 0 272 21:00 0 0 0 1 1 8 43 67 34 9 0 0 0 0 163 22:00 0 0 1 3 1 0 24 41 22 13 0 0 0 0 105 23:00 1 0 0 0 1 2 16 19 13 3 1 0 0 0 56 Total 237 28 44 193 330 713 2098 3027 1654 436 80 10 3 0 8853 Daily 15th Percentile: 38 MPH 50th Percentile: 46 MPH 85th Percentile: 52 MPH 95th Percentile: 55 MPH Mean Speed(Average): 45 MPH 10 MPH Pace Speed: 41-50 MPH Number in Pace: 5125 Percent in Pace: 57.9% Number of Vehicles>45 MPH: 5210 Percent of Vehicles>45 MPH: 58.9% Grand 481 43 95 380 737 1437 3810 5705 3403 974 183 21 3 0 17272 Total Overall 15th Percentile: 37 MPH 50th Percentile: 46 MPH 85th Percentile: 52 MPH 95th Percentile: 56 MPH Mean Speed(Average): 45 MPH 10 MPH Pace Speed: 41-50 MPH Number in Pace: 9515 Percent in Pace: 55.1% Number of Vehicles>45 MPH: 10289 Percent of Vehicles>45 MPH: 59.6% Accurate Counts Page 1 Location : North Driveway 1 Exit 978-664-2565 Location :West of Osgood Street City/State: North Andover, MA 2701 VOL3 Start Wed 9/5/2018 Thu 9/6/2018 Fri 9/7/2018 Daily Average Time A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. 12:00 1 6 1 2 1 4 12:15 1 2 0 3 0 2 12:30 1 4 2 5 2 4 12:45 0 3 0 2 0 2 01:00 2 4 0 5 1 4 01:15 0 4 2 11 1 8 01:30 1 4 0 4 0 4 01:45 1 9 1 4 1 6 02:00 1 3 1 9 1 6 02:15 0 12 0 6 0 9 02:30 0 5 1 6 0 6 02:45 0 3 1 8 0 6 03:00 2 9 2 9 2 9 03:15 0 3 0 4 0 4 03:30 0 3 1 6 0 4 03:45 0 8 2 5 1 6 04:00 0 8 0 6 0 7 04:15 1 7 0 7 0 7 04:30 2 8 1 14 2 11 04:45 0 7 1 8 0 8 05:00 2 7 0 12 1 10 05:15 0 6 0 4 0 5 05:30 1 4 1 5 1 4 05:45 0 7 0 5 0 6 06:00 5 6 0 4 2 5 06:15 6 4 4 2 5 3 06:30 3 3 5 2 4 2 06:45 4 2 7 2 6 2 07:00 4 1 5 2 4 2 07:15 3 17 3 0 3 8 07:30 5 4 6 2 6 3 07:45 4 3 5 0 4 2 08:00 3 1 6 4 4 2 08:15 3 1 4 2 4 2 08:30 5 3 4 0 4 2 08:45 3 0 4 3 4 2 09:00 5 0 3 1 4 0 09:15 6 1 2 0 4 0 09:30 3 10 3 1 3 6 09:45 1 4 1 0 1 2 10:00 2 0 5 0 4 0 10:15 2 0 1 0 2 0 10:30 1 0 4 0 2 0 10:45 0 1 3 1 2 1 11:00 8 1 3 0 6 0 11:15 3 1 4 0 4 0 11:30 12 1 7 3 10 2 11:45 10 1 5 0 8 0 Total 117 201 111 179 0 0 114 188 Combined 318 290 0 302 Total Peak 11:00 03:45 - 06:15 04:15 - - - - 11:00 04:15 Vol. 33 31 - 21 41 - - - - 28 36 P.H.F. 0.688 0.646 0.750 0.732 0.700 0.818 ADT ADT 299 AADT 299 Accurate Counts Page 1 Location : North Driveway 1 Exit 978-664-2565 Location :West of Osgood Street City/State: North Andover, MA 2701 VOL3 Start Mon Tue Wed Thu Fri Average Sat Sun Week Time 9/3/2018 9/4/2018 9/5/2018 9/6/2018 9/7/2018 Day 9/8/2018 9/9/2018 Average 12:00 AM 3 3 3 3 El 01:00 4 3 4 4 02:00 1 3 2 2 03:00 2 5 4 4 04:00 3 2 2 2 05:00 3 1 2 2 06:00 18 16 17 17 07:00 16 19 18 18 08:00 14 18 16 16 09:00 15 9 12 12 10:00 5 13 9 9 11:00 33 19 26 26 12:00 PM 15 12 14 14 01:00 21 24 22 22 02:00 23 29 26 26 03:00 23 24 24 24 04:00 30 35 32 32 05:00 24 26 25 25 06:00 15 10 12 12 07:00 25 4 14 14 08:00 5 9 7 7 09:00 15 2 8 8 10:00 1 1 1 1 0 11:00 4 3 4 4 Day Total 0 0 318 290 0 304 0 0 304 %Avg. 0.0% 0.0% 104.6% 95.4% 0.0% WkDay %Avg. 0.0% 0.0% 104.6% 95.4% 0.0% 100.0% 0.0% 0.0% Week AM Peak - - 11:00 07:00 - - 11:00 - - - - 11:00 - - Vol. - - 33 19 - - 26 - - - - 26 - - PM Peak - - 16:00 16:00 - - 16:00 - - - - 16:00 - - Vol. - - 30 35 - - 32 - - - - 32 - - Grand 0 0 318 290 0 304 0 0 304 Total ADT ADT 299 AADT 299 Accurate Counts Page 1 Location : North Driveway#1 978-664-2565 Location :West of Osgood Street City/State: North Andover, MA 270100N 1 Start 10/23/2018 Out Hour Totals In Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 51 1 0 10 12:15 1 241 1 1 14 12:30 0 5 1 1 0 17 12:45 5 71 6 41 1 0 121 1 531 7 94 01:00 0 41 1 1 17 01:15 0 9 1 1 0 16 01:30 0 141 1 0 29 01:45 0 161 0 431 0 23 1 1 851 1 128 02:00 3 11 5 16 02:15 3 4 0 13 02:30 0 151 1 0 8 02:45 0 5 1 6 35 1 0 151 5 52 1 11 87 03:00 1 151 1 1 17 03:15 0 121 1 0 20 03:30 2 61 1 1 13 03:45 1 131 4 461 0 23 1 2 731 6 119 04:00 0 311 1 1 22 04:15 0 171 1 1 17 04:30 0 171 1 2 11 04:45 0 101 0 75 1 3 131 7 631 7 138 05:00 2 191 1 4 9 05:15 0 5 1 1 1 16 05:30 0 61 1 4 6 05:45 2 101 4 401 10 11 1 19 421 23 82 06:00 2 151 1 32 16 06:15 16 61 1 32 6 06:30 8 41 1 27 7 06:45 15 21 41 271 27 41 118 331 159 60 07:00 22 51 1 12 6 07:15 35 101 1 25 6 07:30 28 01 1 23 2 07:45 14 61 99 21 1 13 2 1 73 161 172 37 08:00 7 2 17 1 08:15 19 1 20 0 08:30 12 10 13 1 08:45 15 3 53 16 17 3 67 5 120 21 09:00 20 3 18 1 09:15 18 41 1 23 0 09:30 5 01 1 6 0 09:45 10 01 53 7 1 3 2 1 50 31 103 10 10:00 4 21 1 11 1 10:15 2 1 1 1 9 1 10:30 4 01 1 8 1 10:45 8 21 18 5 1 12 01 40 3 1 58 8 11:00 4 01 1 13 0 11:15 12 0 17 1 11:30 12 3 5 0 11:45 7 41 35 7 1 8 01 43 1 1 78 8 Total 319 363 426 429 745 792 Percent 46.8% 53.2% 49.8% 50.2% 48.5% 51.5% Accurate Counts Page 2 Location : North Driveway#1 978-664-2565 Location :West of Osgood Street City/State: North Andover, MA 270100N 1 Start 10/24/2018 Out Hour Totals In Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 101 1 0 13 12:15 1 12 1 1 0 27 12:30 0 261 1 0 19 12:45 0 11 1 59 1 0 11 1 0 701 1 129 01:00 0 3 1 2 6 01:15 0 5 1 0 10 01:30 0 4 1 0 18 01:45 1 11 1 23 1 0 161 2 501 3 73 02:00 0 61 1 0 6 02:15 0 141 1 3 15 02:30 0 11 1 1 0 16 02:45 1 201 1 51 1 3 121 6 491 7 100 03:00 1 101 1 0 15 03:15 3 81 1 0 131 1 03:30 0 71 1 1 131 1 03:45 2 101 6 35 1 2 161 3 571 9 92 04:00 1 191 1 0 21 04:15 3 171 1 2 11 04:30 0 9 1 1 0 11 04:45 3 231 7 681 3 201 5 631 12 131 05:00 1 251 1 3 22 05:15 0 11 1 1 5 18 05:30 1 121 1 2 5 05:45 2 91 4 571 16 71 26 52 1 30 109 06:00 1 141 1 17 16 06:15 12 151 1 49 6 06:30 15 12 1 1 27 6 06:45 17 21 45 431 26 01 119 281 164 71 07:00 29 1 17 8 07:15 36 3 27 4 07:30 18 6 13 3 07:45 16 21 99 121 16 31 73 181 172 30 08:00 17 31 1 16 4 08:15 10 21 1 19 5 08:30 11 6 18 0 08:45 20 1 58 12 20 1 73 10 131 22 09:00 13 21 1 12 2 09:15 15 21 1 10 2 09:30 5 01 1 5 0 09:45 10 1 1 43 5 1 11 2 1 38 61 81 11 10:00 12 21 1 8 2 10:15 3 1 1 1 5 0 10:30 6 31 1 4 2 10:45 8 01 29 6 1 13 01 30 41 59 10 11:00 9 5 9 1 11:15 6 2 8 0 11:30 11 1 12 0 11:45 13 01 39 8 1 11 1 1 40 21 79 10 Total 333 379 415 409 748 788 Percent 46.8% 53.2% 50.4% 49.6% 48.7% 51.3% Grand 652 742 841 838 1493 1580 Total Percent 46.8% 53.2% 50.1% 49.9% 48.6% 51.4% ADT ADT 1,520 AADT 1,520 Accurate Counts Page 1 Location : North Driveway#1 978-664-2565 Location :West of Osgood Street City/State: North Andover, MA 270100N 1 Start 10/22/2018 Tue Wed Thu Fri Sat Sun Week Average Time Out In Out In Out In Out In Out In Out In Out In Out In 12:00 AM 6 1 1 01 1 1 14 0 01:00 0 1 1 1 21 1 0 2 02:00 6 51 1 61 14 6 03:00 14 2 1 6 31 15 2 04:00 1 0 7 1 7 51 1 4 6 05:00 14 191 4 261 14 22 06:00 1 41 1181 45 1191 1 43 118 07:00 99 73 1 99 731 1 99 73 08:00 53 67 1 58 731 1 56 70 09:00 1 53 501 43 381 1 48 44 10:00 1 18 401 29 301 1 24 35 11:00 135 431 39 401 137 42 12:00 PM 1 41 531 59 701 1 50 62 01:00 1 43 851 23 501 1 33 68 02:00 1 35 521 51 491 1 43 50 03:00 1 46 73 1 35 571 1 40 65 04:00 1 75 631 68 631 1 72 63 05:00 140 421 57 521 148 47 06:00 1 27 331 43 281 1 35 30 07:00 121 161 12 181 116 17 08:00 1 16 51 12 101 114 8 09:00 7 3 1 5 61 1 6 4 10:00 5 3 1 6 41 1 6 4 11:00 1 7 1 1 8 21 1 8 2 Lane 0 0 682 855 712 824 0 0 0 0 0 0 0 0 699 840 Day 0 1537 1536 0 0 0 0 1539 AM Peak - - 07:00 06:00 07:00 06:00 - - - - - - - - 07:00 06:00 Vol. - - 99 118 99 119 - - - - - - - - 99 118 PM Peak - - 16:00 13:00 16:00 12:00 - - - - - - - - 16:00 13:00 Vol. - - 75 85 68 70 - - - - - - - - 72 68 Comb. 0 1537 1536 0 0 0 0 1539 Total ADT ADT 1,520 AADT 1,520 Accurate Counts Page 1 Location : North Driveway#2 978-664-2565 Location :West of Osgood Street City/State: North Andover, MA 270100N2 Start 10/23/2018 Out Hour Totals In Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 181 1 1 9 12:15 1 171 1 0 9 12:30 0 151 1 0 7 12:45 4 91 5 591 2 191 3 441 8 103 01:00 1 5 1 1 0 12 01:15 2 151 1 0 17 01:30 1 171 1 0 6 01:45 1 61 5 431 0 61 0 41 1 5 84 02:00 0 121 1 0 10 02:15 1 6 0 7 02:30 0 11 0 9 02:45 0 101 1 39 1 1 91 1 351 2 74 03:00 2 141 1 0 6 03:15 0 161 1 0 7 03:30 0 151 1 3 7 03:45 0 141 2 59 1 0 71 3 271 5 86 04:00 0 201 1 0 10 04:15 1 231 1 0 11 04:30 1 621 1 4 9 04:45 1 281 3 1331 11 71 15 371 18 170 05:00 0 251 1 2 7 05:15 0 161 1 3 3 05:30 1 151 1 4 9 05:45 0 201 1 76 1 7 5 1 16 241 17 100 06:00 0 71 1 10 8 06:15 4 111 1 11 7 06:30 5 151 1 18 5 06:45 10 5 1 19 381 32 41 71 241 90 62 07:00 7 3 1 1 26 2 07:15 8 31 1 27 1 07:30 27 81 1 23 2 07:45 8 21 50 161 47 41 123 91 173 25 08:00 17 491 1 42 5 08:15 13 41 1 33 3 08:30 11 2 23 3 08:45 4 0 45 55 18 1 116 12 161 67 09:00 4 4 16 1 09:15 3 1 15 1 09:30 5 71 1 9 0 09:45 4 01 16 121 8 01 48 21 64 14 10:00 6 181 1 11 3 10:15 2 1 6 1 10:30 3 1 9 1 10:45 2 1 13 21 1 12 1 1 38 61 51 27 11:00 7 01 1 20 0 11:15 5 0 23 1 11:30 15 1 5 2 11:45 11 01 38 1 1 11 1 1 59 41 97 5 Total 198 552 493 265 691 817 Percent 26.4% 73.6% 65.0% 35.0% 45.8% 54.2% Accurate Counts Page 2 Location : North Driveway#2 978-664-2565 Location :West of Osgood Street City/State: North Andover, MA 270100N2 Start 10/24/2018 Out Hour Totals In Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 7 1 1 1 14 12:15 1 12 1 1 0 7 12:30 1 131 1 1 12 12:45 1 5 1 4 37 1 0 281 2 61 1 6 98 01:00 1 101 1 0 17 01:15 1 131 1 1 18 01:30 1 241 1 0 7 01:45 1 5 1 4 521 0 81 1 501 5 102 02:00 0 91 1 1 7 02:15 0 21 1 0 7 02:30 0 141 1 0 5 02:45 0 91 0 341 0 141 1 331 1 67 03:00 1 181 1 0 5 03:15 0 91 1 0 13 03:30 0 141 1 2 19 03:45 0 161 1 571 0 13 1 2 501 3 107 04:00 1 301 1 0 12 04:15 0 181 1 0 6 04:30 0 581 1 2 12 04:45 1 281 2 1341 12 3 1 14 331 16 167 05:00 0 21 1 1 0 2 05:15 0 161 1 1 8 05:30 1 241 1 1 2 05:45 0 151 1 76 1 9 71 11 191 12 95 06:00 1 131 1 11 6 06:15 1 3 1 1 21 2 06:30 1 71 1 16 5 06:45 2 3 1 5 261 40 1 1 88 141 93 40 07:00 10 9 21 2 07:15 20 1 21 1 07:30 17 5 30 2 07:45 13 51 60 201 70 2 1 142 7 1 202 27 08:00 12 241 1 34 2 08:15 3 81 1 28 1 08:30 18 1 21 2 08:45 7 0 40 33 22 0 105 5 145 38 09:00 2 1 14 1 09:15 16 1 9 1 09:30 7 21 1 14 0 09:45 6 1 1 31 5 1 14 01 51 21 82 7 10:00 7 141 1 13 2 10:15 9 21 1 15 1 10:30 5 1 1 1 20 0 10:45 3 1 1 24 181 11 01 59 3 1 83 21 11:00 13 01 1 10 1 11:15 6 0 15 0 11:30 11 0 5 0 11:45 12 01 42 0 1 15 01 45 1 1 87 1 Total 214 492 521 278 735 770 Percent 30.3% 69.7% 65.2% 34.8% 48.8% 51.2% Grand 412 1044 1014 543 1426 1587 Total Percent 28.3% 71.7% 65.1% 34.9% 47.3% 52.7% ADT ADT 1,506 AADT 1,506 Accurate Counts Page 1 Location : North Driveway#2 978-664-2565 Location :West of Osgood Street City/State: North Andover, MA 270100N2 Start 10/22/2018 Tue Wed Thu Fri Sat Sun Week Average Time Out In Out In Out In Out In Out In Out In Out In Out In 12:00 AM 15 3 4 21 1 1 14 2 01:00 5 0 4 1 4 0 02:00 1 1 0 1 0 1 03:00 12 3 1 1 21 12 2 04:00 1 3 151 2 141 1 2 14 05:00 1 161 1 111 11 14 06:00 19 71 1 5 881 1 12 80 07:00 1 50 1231 60 1421 1 55 132 08:00 1 45 1161 40 1051 1 42 110 09:00 1 16 481 31 511 1 24 50 10:00 1 13 381 24 591 1 18 48 11:00 138 591 42 451 140 52 12:00 PM 1 59 441 37 611 1 48 52 01:00 1 43 41 1 52 501 1 48 46 02:00 1 39 351 34 331 1 36 34 03:00 1 59 27 1 57 501 1 58 38 04:00 1 133 37 1 134 331 1 134 35 05:00 176 241 76 191 176 22 06:00 1 38 241 26 141 1 32 19 07:00 116 91 20 7 1 118 8 08:00 1 55 121 33 51 144 8 09:00 1 12 2 1 5 21 1 8 2 10:00 21 6 1 18 31 1 20 4 11:00 1 4 0 1 1 0 2 Lane 0 0 750 758 706 799 0 0 0 0 0 0 0 0 726 775 Day 0 1508 1505 0 0 0 0 1501 AM Peak - - 07:00 07:00 07:00 07:00 - - - - - - - - 07:00 07:00 Vol. - - 50 123 60 142 - - - - - - - - 55 132 PM Peak - - 16:00 12:00 16:00 12:00 - - - - - - - - 16:00 12:00 Vol. - - 133 44 134 61 - - - - - - - - 134 52 Comb. 0 1508 1505 0 0 0 0 1501 Total ADT ADT 1,506 AADT 1,506 Accurate Counts Page 1 Location :South Driveway#1 978-664-2565 Location :West of Osgood Street City/State: North Andover, MA 27010051 Start 10/23/2018 In Hour Totals Out Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 41 1 0 9 12:15 0 81 1 0 5 12:30 0 91 1 0 8 12:45 0 101 0 31 1 0 2 1 0 241 0 55 01:00 0 81 1 0 11 01:15 0 101 1 0 6 01:30 0 41 1 0 7 01:45 0 91 0 31 1 0 5 1 0 291 0 60 02:00 0 61 1 0 9 02:15 0 31 1 0 31 1 02:30 0 31 1 0 9 02:45 0 5 1 0 171 0 81 0 291 0 46 03:00 0 41 1 0 8 03:15 0 6 0 5 03:30 0 5 0 11 03:45 0 5 0 20 0 6 1 0 301 0 50 04:00 0 21 1 0 19 04:15 0 5 1 1 0 6 04:30 1 161 1 0 37 04:45 0 41 1 271 0 171 0 791 1 106 05:00 2 91 1 0 20 05:15 0 1 1 1 0 28 05:30 1 61 1 0 14 05:45 2 41 5 201 1 41 1 661 6 86 06:00 1 41 1 0 10 06:15 3 8 1 1 1 10 06:30 6 3 1 1 4 8 06:45 14 1 1 24 161 1 1 1 6 291 30 45 07:00 6 0 1 1 1 3 07:15 10 21 1 4 5 07:30 18 1 1 8 5 07:45 26 5 60 8 1 15 1 1 28 141 88 22 08:00 29 2 1 9 23 08:15 18 2 1 7 08:30 12 0 0 1 08:45 19 0 78 4 3 0 13 31 91 35 09:00 12 0 1 1 09:15 6 01 1 0 4 09:30 9 01 1 5 2 09:45 11 01 38 0 1 2 01 8 7 1 46 7 10:00 4 01 1 4 9 10:15 4 01 1 3 1 10:30 8 01 1 1 1 10:45 2 01 18 0 1 6 2 1 14 131 32 13 11:00 12 01 1 1 0 11:15 12 0 8 0 11:30 3 0 5 0 11:45 5 01 32 0 1 4 01 18 01 50 0 Total 256 174 88 351 344 525 Percent 59.5% 40.5% 20.0% 80.0% 39.6% 60.4% Accurate Counts Page 2 Location :South Driveway#1 978-664-2565 Location :West of Osgood Street City/State: North Andover, MA 27010051 Start 10/24/2018 In Hour Totals Out Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 101 1 0 5 12:15 0 101 1 0 7 12:30 0 6 1 1 0 15 12:45 0 61 0 321 0 81 0 351 0 67 01:00 0 91 1 0 7 01:15 0 12 1 0 10 01:30 0 5 1 0 4 01:45 0 61 0 321 0 3 1 0 241 0 56 02:00 0 3 1 1 0 6 02:15 0 61 1 0 5 02:30 0 21 1 0 6 02:45 0 71 0 181 0 51 0 221 0 40 03:00 0 21 1 0 8 03:15 0 81 1 0 6 03:30 0 0 1 1 0 5 03:45 0 41 0 141 0 61 0 251 0 39 04:00 1 5 1 1 0 17 04:15 0 9 1 1 0 8 04:30 0 41 1 0 47 04:45 0 3 1 1 21 1 0 261 0 981 1 119 05:00 1 51 1 0 22 05:15 1 31 1 0 24 05:30 1 61 1 0 17 05:45 2 41 5 181 3 71 3 701 8 88 06:00 1 6 1 1 0 3 06:15 5 21 1 0 5 06:30 7 1 1 1 4 3 06:45 13 01 26 9 1 2 1 1 6 121 32 21 07:00 5 01 1 0 0 07:15 13 1 1 4 4 07:30 4 1 1 16 1 07:45 39 31 61 5 1 13 2 1 33 7 1 94 12 08:00 15 6 1 1 6 27 08:15 24 21 1 0 5 08:30 15 0 1 1 08:45 13 1 67 9 1 0 8 33 75 42 09:00 9 0 1 1 3 3 09:15 12 01 1 5 5 09:30 8 01 1 0 1 09:45 8 01 37 0 1 2 01 10 91 47 9 10:00 12 01 1 6 5 10:15 10 01 1 3 0 10:30 8 01 1 5 0 10:45 4 01 34 0 1 3 01 17 51 51 5 11:00 8 01 1 1 1 11:15 13 0 6 0 11:30 2 0 6 0 11:45 8 01 31 0 1 8 01 21 1 1 52 1 Total 262 158 98 341 360 499 Percent 62.4% 37.6% 22.3% 77.7% 41.9% 58.1% Grand 518 332 186 692 704 1024 Total Percent 60.9% 39.1% 21.2% 78.8% 40.7% 59.3% ADT ADT 861 AADT 861 Accurate Counts Page 1 Location :South Driveway#1 978-664-2565 Location :West of Osgood Street City/State: North Andover, MA 27010051 Start 10/22/2018 Tue Wed Thu Fri Sat Sun Week Average Time In Out In Out In Out In Out In Out In Out In Out In Out 12:00 AM 0 0 0 01 1 10 0 01:00 0 0 1 0 01 0 0 02:00 0 0 1 0 01 0 0 03:00 0 0 1 0 01 0 0 04:00 1 0 1 1 01 1 0 05:00 15 1 1 5 31 15 2 06:00 1 24 6 1 26 61 1 25 6 07:00 1 60 281 61 331 1 60 30 08:00 1 78 131 67 81 1 72 10 09:00 1 38 81 37 101 1 38 9 10:00 1 18 141 34 171 1 26 16 11:00 132 181 31 21 1 132 20 12:00 PM 1 31 241 32 351 1 32 30 01:00 1 31 291 32 241 1 32 26 02:00 1 17 291 18 221 1 18 26 03:00 1 20 301 14 251 1 17 28 04:00 1 27 791 21 981 1 24 88 05:00 120 661 18 701 119 68 06:00 1 16 291 9 121 1 12 20 07:00 18 141 5 7 1 16 10 08:00 4 31 1 9 331 16 32 09:00 0 7 1 0 91 0 8 10:00 1 0 131 0 51 0 9 11:00 0 0 0 1 0 0 Lane 0 0 430 439 420 439 0 0 0 0 0 0 0 0 425 438 Day 0 869 859 0 0 0 0 863 AM Peak - - 08:00 07:00 08:00 07:00 - - - - - - - - 08:00 07:00 Vol. - - 78 28 67 33 - - - - - - - - 72 30 PM Peak - - 12:00 16:00 12:00 16:00 - - - - - - - - 12:00 16:00 Vol. - - 31 79 32 98 - - - - - - - - 32 88 Comb. 0 869 859 0 0 0 0 863 Total ADT ADT 861 AADT 861 Accurate Counts Page 1 Location :South Driveway#2 978-664-2565 Location :West of Osgood Street City/State: North Andover, MA 27010052 Start 10/23/2018 In Hour Totals Out Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 81 1 0 22 12:15 0 181 1 0 14 12:30 0 171 1 0 14 12:45 2 141 2 571 0 241 0 741 2 131 01:00 0 191 1 0 19 01:15 0 191 1 0 27 01:30 0 141 1 0 21 01:45 4 191 4 71 1 0 27 1 0 941 4 165 02:00 0 101 1 0 33 02:15 0 11 1 1 0 13 02:30 2 191 1 5 11 02:45 0 181 2 581 0 201 5 771 7 135 03:00 0 171 1 0 27 03:15 0 121 1 0 28 03:30 0 131 1 0 14 03:45 0 171 0 59 1 0 341 0 1031 0 162 04:00 7 271 1 0 28 04:15 3 251 1 1 29 04:30 1 241 1 9 17 04:45 15 121 26 881 5 261 15 1001 41 188 05:00 0 211 1 8 27 05:15 1 241 1 0 16 05:30 2 131 1 1 14 05:45 5 91 8 671 3 23 1 12 801 20 147 06:00 2 151 1 0 21 06:15 22 111 1 5 11 06:30 25 91 1 16 11 06:45 24 91 73 441 24 151 45 581 118 102 07:00 24 1 1 1 19 17 07:15 21 31 1 17 12 07:30 20 5 1 1 13 17 07:45 21 22 86 31 1 18 5 1 67 51 1 153 82 08:00 22 11 1 8 38 08:15 23 01 1 6 41 1 08:30 27 4 13 10 08:45 19 2 91 17 22 0 49 52 140 69 09:00 16 2 1 1 29 5 09:15 24 21 1 16 8 09:30 25 41 1 25 13 09:45 17 31 82 11 1 24 51 94 31 1 176 42 10:00 12 01 1 5 41 1 10:15 12 01 1 12 41 1 10:30 6 01 1 14 3 10:45 11 3 1 41 3 1 14 01 45 11 1 86 14 11:00 13 01 1 24 0 11:15 8 0 26 0 11:30 33 0 39 0 11:45 18 01 72 0 1 23 01 112 01 184 0 Total 487 506 444 731 931 1237 Percent 49.0% 51.0% 37.8% 62.2% 42.9% 57.1% Accurate Counts Page 2 Location :South Driveway#2 978-664-2565 Location :West of Osgood Street City/State: North Andover, MA 27010052 Start 10/24/2018 In Hour Totals Out Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 201 1 1 29 12:15 0 31 1 1 0 18 12:30 0 241 1 0 41 12:45 0 211 2 961 0 5 1 1 931 3 189 01:00 0 12 1 0 16 01:15 0 8 1 0 18 01:30 0 201 1 0 22 01:45 3 121 3 521 0 221 0 781 3 130 02:00 1 401 1 3 23 02:15 0 151 1 5 20 02:30 3 51 1 2 19 02:45 1 91 5 691 0 91 10 71 1 15 140 03:00 0 201 1 0 20 03:15 2 191 1 5 19 03:30 3 191 1 3 22 03:45 0 281 5 861 3 121 11 731 16 159 04:00 0 271 1 3 26 04:15 0 401 1 0 44 04:30 0 251 1 16 23 04:45 0 141 0 1061 16 341 35 1271 35 233 05:00 0 661 1 5 62 05:15 2 251 1 0 44 05:30 3 281 1 15 24 05:45 3 171 8 1361 2 161 22 1461 30 282 06:00 4 111 1 0 29 06:15 15 151 1 9 12 06:30 15 131 1 30 31 06:45 20 141 54 53 1 26 341 65 1061 119 159 07:00 31 181 1 21 24 07:15 19 101 1 10 11 07:30 42 251 1 15 38 07:45 34 241 126 77 1 5 281 51 101 1 177 178 08:00 19 171 1 19 17 08:15 22 71 1 12 16 08:30 14 4 18 14 08:45 28 6 83 34 6 13 55 60 138 94 09:00 16 7 1 17 32 09:15 18 11 1 23 16 09:30 8 81 1 24 19 09:45 21 21 1 63 471 4 491 68 1161 131 163 10:00 25 91 1 19 14 10:15 21 01 1 21 31 1 10:30 33 1 1 1 18 5 10:45 17 01 96 101 17 01 75 221 171 32 11:00 17 01 1 22 4 11:15 21 0 39 0 11:30 29 0 36 0 11:45 17 01 84 0 1 24 01 121 41 205 4 Total 529 766 514 997 1043 1763 Percent 40.8% 59.2% 34.0% 66.0% 37.2% 62.8% Grand 1016 1272 958 1728 1974 3000 Total Percent 44.4% 55.6% 35.7% 64.3% 39.7% 60.3% ADT ADT 2,435 AADT 2,435 Accurate Counts Page 1 Location :South Driveway#2 978-664-2565 Location :West of Osgood Street City/State: North Andover, MA 27010052 Start 10/22/2018 Tue Wed Thu Fri Sat Sun Week Average Time In Out In Out In Out In Out In Out In Out In Out In Out 12:00 AM 12 0 1 2 1 F F 2 0 01:00 1 4 0 1 3 01 1 4 0 02:00 12 51 5 101 14 8 03:00 10 0 1 5 11 1 12 6 04:00 1 26 151 0 351 1 13 25 05:00 18 121 8 221 18 17 06:00 1 73 451 54 651 1 64 55 07:00 1 86 67 1 126 511 1 106 59 08:00 1 91 491 83 551 1 87 52 09:00 1 82 941 63 681 1 72 81 10:00 1 41 451 96 751 1 68 60 11:00 172 1121 84 1211 178 116 12:00 PM 1 57 741 96 931 1 76 84 01:00 1 71 941 52 781 1 62 86 02:00 1 58 77 1 69 71 1 1 64 74 03:00 1 59 1031 86 731 1 72 88 04:00 1 88 1001 106 1271 1 97 114 05:00 167 801 136 1461 1102 113 06:00 1 44 581 53 1061 1 48 82 07:00 131 51 1 77 1011 154 76 08:00 1 17 521 34 601 126 56 09:00 1 11 31 1 47 1161 1 29 74 10:00 1 3 11 1 10 221 1 6 16 11:00 0 0 1 0 41 1 0 2 Lane 0 0 993 1175 1295 1511 0 0 0 0 0 0 0 0 1144 1344 Day 0 2168 2806 0 0 0 0 2488 AM Peak - - 08:00 11:00 07:00 11:00 - - - - - - - - 07:00 11:00 Vol. - - 91 112 126 121 - - - - - - - - 106 116 PM Peak - - 16:00 15:00 17:00 17:00 - - - - - - - - 17:00 16:00 Vol. - - 88 103 136 146 - - - - - - - - 102 114 Comb. 0 2168 2806 0 0 0 0 2488 Total ADT ADT 25435 AADT 2,435 Accurate Counts Page 1 978-664-2565 Location :Boston Road(Route 125) Location :North of Farrwood Dr South City/State:North Andover,MA 82701001 Start 3/10/2020 NB Hour Totals SB Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 113 3 123 12:15 7 117 4 118 12:30 2 109 2 112 12:45 3 102 24 441 0 109 9 462 33 903 01:00 0 118 1 118 01:15 4 108 3 93 01:30 0 115 0 108 01:45 0 104 4 445 1 112 5 431 9 876 02:00 0 1351 1 0 89 02:15 0 118 1 0 137 02:30 0 124 1 0 96 02:45 0 144 0 521 0 122 0 444 0 965 03:00 0 143 0 123 03:15 0 2081 1 0 105 03:30 0 201 1 1 0 124 03:45 1 195 1 1 747 1 1 117 1 1 4691 2 1216 04:00 1 2451 1 1 130 04:15 0 222 0 112 04:30 0 317 0 121 04:45 12 271 13 1055 26 102 1 27 4651 40 1520 05:00 7 282 45 121 05:15 9 307 43 136 05:30 24 250 82 114 05:45 18 194 58 1033 73 117 1 243 4881 301 1521 06:00 18 1781 1 97 87 06:15 38 138 1 138 101 06:30 38 122 1 161 86 06:45 59 151 153 589 1 209 851 605 3591 758 948 07:00 48 1181 1 215 73 07:15 67 93 220 84 07:30 76 89 237 65 07:45 91 65 282 365 285 44 1 957 2661 1239 631 08:00 93 59 293 61 08:15 78 69 206 52 08:30 73 62 176 42 08:45 81 52 325 242 184 34 1 859 1891 1184 431 09:00 100 891 1 147 33 09:15 85 451 1 116 28 09:30 69 401 1 115 34 09:45 89 31 343 205 112 24 1 490 1191 833 324 10:00 76 33 104 20 10:15 80 241 1 98 20 10:30 78 241 1 89 10 10:45 97 22 1 331 103 1 104 11 1 395 61 1 726 164 11:00 93 181 1 118 15 11:15 103 31 1 1 110 10 11:30 114 61 1 107 8 11:45 112 101 422 651 116 81 451 41 1 873 106 Total 1956 5811 4042 3794 5998 9605 Percent 25.2% 74.8% 51.6% 48.4% 38.4% 61.6% Accurate Counts Page 2 978-664-2565 Location :Boston Road(Route 125) Location :North of Farrwood Dr South City/State:North Andover,MA 82701001 Start 3/11/2020 NB Hour Totals SB Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 112 1 119 12:15 6 132 4 155 12:30 6 116 5 144 12:45 1 1181 18 478 1 4 134 1 14 552 1 32 1030 01:00 6 101 2 123 01:15 3 116 2 118 01:30 1 126 3 121 01:45 2 122 12 465 2 106 1 9 4681 21 933 02:00 1 130 2 121 02:15 2 122 1 3 105 02:30 1 147 0 110 02:45 0 130 4 529 3 129 1 8 4651 12 994 03:00 0 159 5 120 03:15 5 205 4 119 03:30 1 226 6 110 03:45 3 190 9 780 7 108 1 22 4571 31 1237 04:00 1 247 1 7 115 04:15 4 223 10 117 04:30 7 308 19 104 04:45 11 267 23 1045 21 122 1 57 4581 80 1503 05:00 13 306 50 142 05:15 17 320 45 128 05:30 13 270 76 110 05:45 19 235 62 1131 90 120 261 500 323 1631 06:00 24 213 82 91 06:15 38 191 151 87 06:30 44 121 1 150 86 06:45 53 98 159 623 177 79 1 560 3431 719 966 07:00 44 135 212 70 07:15 76 113 231 95 07:30 80 741 1 270 63 07:45 97 781 297 400 1 299 551 1012 2831 1309 683 08:00 86 581 1 261 70 08:15 79 861 1 219 45 08:30 87 661 1 199 42 08:45 98 56 350 266 156 62 1 835 2191 1185 485 09:00 87 75 139 55 09:15 83 471 1 121 36 09:30 68 341 1 112 16 09:45 76 25 1 314 181 104 23 1 476 1301 790 311 10:00 75 28 1 109 13 10:15 71 341 1 120 19 10:30 92 181 1 86 14 10:45 100 291 338 109 1 112 191 427 651 765 174 11:00 111 161 1 89 12 11:15 112 21 1 122 15 11:30 108 11 1 124 6 11:45 100 151 431 63 1 104 61 439 391 870 102 Total 2017 6070 4120 3979 6137 10049 Percent 24.9% 75.1% 50.9% 49.1% 37.9% 62.1% Grand 3973 11881 8162 7773 12135 19654 Total Percent 25.1% 74.9% 51.2% 48.8% 38.2% 61.8% ADT ADT 15,894 AADT 15,894 Accurate Counts Page 1 978-664-2565 Location :Boston Road(Route 125) Location :North of Farrwood Dr South City/State:North Andover,MA 82701001 Start 3/9/2020 Tue Wed Thu Fri Sat Sun Week Average Time NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 12:00 AM 24 91 18 14 21 12 01:00 * 4 51 12 91 * * I *I * 8 7 02:00 0 0 1 4 8 2 4 03:00 1 1 1 9 2211 * *I * 5 12 04:00 13 27 1 23 57 18 42 05:00 * 58 243 1 62 261 1 * * * * * 60 252 06:00 1 153 6051 159 560 * 156 582 07:00 1 282 9571 297 1012 * * * I * 290 984 08:00 1 325 859 1 350 835 * * * * I *I * 338 847 09:00 1 343 490 1 314 476 * * * * I * * * 1 328 483 10:00 1 331 3951 338 4271 1 * 334 411 11:00 422 451 1 431 439 * * * 1 426 445 12:00 PM 441 462 1 478 552 460 507 01:00 445 431 1 465 468 * *1 * * 455 450 02:00 * 521 444 1 529 465 * * * * I *I * 1 525 454 03:00 * 747 469 1 780 457 * * * * I *I * 764 463 04:00 1 1055 4651 1045 458 * * * * I * 1050 462 05:00 1 1033 4881 1131 500 * * * * I * * * 1 1082 494 06:00 589 359 1 623 343 606 351 07:00 365 266 1 400 283 * *I * 1 382 274 08:00 242 189 1 266 219 254 204 09:00 * * 205 119 1 181 130 * * * * * * * * 1 193 124 10:00 * * 103 61 1 109 65 * * * * * * * * 1 106 63 11:00 * * 65 41 1 63 39 * * * * * * * * 1 64 40 Lane 0 0 7767 7836 8087 8099 0 0 0 0 0 0 0 0 7927 7967 Day 0 15603 16186 0 0 0 0 15894 AM Peak - - 11:00 07:00 11:00 07:00 - - - - - - - - 11:00 07:00 Vol. - - 422 957 431 1012 - - - - - - - - 426 984 PM Peak - - 16:00 17:00 17:00 12:00 - - - - - - - - 17:00 12:00 Vol. - - 1055 488 1131 552 - - - - - - - - 1082 507 Comb. 0 15603 16186 0 0 0 0 15894 Total ADT ADT 15,894 AADT 15,894 Accurate Counts Page 1 978-664-2565 Location :Boston Road(Route 125) Location :North of Farrwood Dr South City/State:North Andover,MA 82701001 Start 3/9/2020 3/10/2020 3/11/2020 3/12/2020 3/13/2020 Weekday 3/14/2020 3/15/2020 Time Mon Tue Wed Thu Fri Average Sat Sun 12:00 AM 33 32 32 01:00 9 21 15 02:00 0 12 6 03:00 2 31 16 04:00 40 80 1 60 05:00 301 323 312 06:00 758 719 738 07:00 J 1274 08:00 1184 1185 1184 09:00 833 790 812 10:00 726 765 1 746 11:00 873 870 1 872 12:00 PM 903 1030 1 966 01:00 876 933 904 02:00 965 994 980 03:00 1216 1237 1226 04:00 1520 1503 1512 05:00 r ����������� f °f f 1576 06:00 948 966 1 957 07:00 631 683 1 657 08:00 431 485 1 458 09:00 324 311 318 10:00 164 174 169 11:00 106 102 104 Total 0 15603 16186 0 0 0 0 Percentage 0.0% 98.2% 101.8% 0.0% 0.0% 0.0% 0.0% AM Peak - 07:00 07:00 - - - - - Vol. - 1239 1309 - - - - - PM Peak - 17:00 17:00 - - - - - Vol. - 1521 1631 - - - - - Total 15603 16186 Accurate Counts Page 1 978-664-2565 Location :Farrwood Drive(North) Location :East of Boston Road City/State:North Andover,MA 82701002 Start 3/10/2020 EB Hour Totals WB Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 81 1 1 9 12:15 1 5 2 8 12:30 0 12 0 6 12:45 0 12 2 37 1 0 81 3 31 1 5 68 01:00 1 13 0 9 01:15 4 8 0 9 01:30 4 4 1 6 01:45 3 8 12 33 1 0 11 1 351 13 68 02:00 1 12 0 2 02:15 0 11 4 15 02:30 2 201 1 0 7 02:45 1 11 1 4 54 1 0 81 4 32 1 8 86 03:00 3 171 1 3 8 03:15 1 18 1 10 03:30 5 15 0 10 03:45 4 171 13 67 1 0 61 4 341 17 101 04:00 0 21 3 13 04:15 1 21 4 8 04:30 0 171 1 9 13 04:45 2 151 3 74 1 5 151 21 491 24 123 05:00 0 161 1 6 12 05:15 1 16 1 1 5 11 05:30 0 191 1 10 5 05:45 1 291 2 80 1 7 10 1 28 38 1 30 118 06:00 0 61 1 8 9 06:15 1 12 10 6 06:30 0 18 18 13 06:45 7 161 8 52 1 22 51 58 331 66 85 07:00 1 191 1 22 8 07:15 7 12 1 1 22 6 07:30 4 81 1 17 3 07:45 3 15 15 54 1 18 61 79 231 94 77 08:00 7 10 19 3 08:15 5 16 14 5 08:30 3 12 1 16 0 08:45 6 12 21 50 17 3 66 11 87 61 09:00 12 5 16 3 09:15 4 41 1 9 1 09:30 10 81 1 13 2 09:45 4 51 30 22 1 9 31 47 91 77 31 10:00 7 41 1 11 7 10:15 7 41 1 13 4 10:30 7 21 1 6 1 10:45 5 81 26 18 1 3 1 1 33 131 59 31 11:00 3 21 1 8 3 11:15 3 21 1 7 0 11:30 9 21 1 14 2 11:45 2 21 17 81 11 01 40 51 57 13 Total 153 549 384 313 537 862 Percent 21.8% 78.2% 55.1% 44.9% 38.4% 61.6% Accurate Counts Page 2 978-664-2565 Location :Farrwood Drive(North) Location :East of Boston Road City/State:North Andover,MA 82701002 Start 3/11/2020 EB Hour Totals WB Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 61 1 0 14 12:15 2 6 1 10 12:30 0 16 0 7 12:45 0 7 4 35 1 0 13 1 1 441 5 79 01:00 2 12 1 14 01:15 1 5 0 12 01:30 1 10 1 13 01:45 0 9 1 4 36 1 1 71 3 461 7 82 02:00 0 11 0 13 02:15 1 12 0 9 02:30 0 16 0 10 02:45 0 141 1 53 1 0 91 0 41 1 1 94 03:00 0 201 1 0 11 03:15 1 15 0 11 03:30 1 13 1 5 03:45 0 171 2 651 0 91 1 36 1 3 101 04:00 0 191 1 0 7 04:15 0 17 1 1 0 13 04:30 1 201 1 6 9 04:45 0 161 1 72 1 6 81 12 371 13 109 05:00 0 191 1 4 5 05:15 0 13 6 5 05:30 0 26 13 16 05:45 1 201 1 78 1 10 81 33 341 34 112 06:00 0 8 9 15 06:15 4 13 8 11 06:30 3 13 15 11 06:45 4 13 11 47 25 9 1 57 461 68 93 07:00 4 15 1 20 6 07:15 6 18 1 18 11 07:30 5 201 1 27 9 07:45 3 171 18 70 1 20 91 85 351 103 105 08:00 11 10 14 7 08:15 9 10 13 6 08:30 4 11 16 1 08:45 1 13 25 44 1 15 41 58 181 83 62 09:00 2 13 1 16 4 09:15 7 9 14 3 09:30 8 6 9 5 09:45 2 9 19 37 14 2 1 53 141 72 51 10:00 6 3 8 2 10:15 7 51 1 9 4 10:30 8 21 1 9 3 10:45 8 51 29 151 9 2 1 35 11 1 64 26 11:00 13 3 1 13 4 11:15 8 5 1 12 1 11:30 18 01 1 8 1 11:45 10 5 49 13 11 1 1 44 71 93 20 Total 164 565 382 369 546 934 Percent 22.5% 77.5% 50.9% 49.1% 36.9% 63.1% Grand 317 1114 766 682 1083 1796 Total Percent 22.2% 77.8% 52.9% 47.1% 37.6% 62.4% ADT ADT 1,440 AADT 1,440 Accurate Counts Page 1 978-664-2565 Location :Farrwood Drive(North) Location :East of Boston Road City/State:North Andover,MA 82701002 Start 3/9/2020 Tue Wed Thu Fri Sat Sun Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 12:00 AM 2 3 4 1 1 3 2 01:00 12 1 1 4 3 8 2 02:00 * *1 4 41 1 0 * * * * * * * * 1 2 2 03:00 * *1 13 41 2 1 1 * * * * * * * 1 8 2 04:00 * 3 21 1 1 12 * * * * I * * * 1 2 16 05:00 * 2 281 1 33 * * * * * * * 2 30 06:00 * *1 8 581 11 57 * * * * * * * * 1 10 58 07:00 * *1 15 791 18 85 * * * * * * * * 1 16 82 08:00 * 21 66 1 25 58 * * * * * * * * 1 23 62 09:00 * * 30 47 1 19 53 * * * * * * * * 1 24 50 10:00 * * 26 33 1 29 35 * * * * I * * * 1 28 34 11:00 1 17 401 49 44 * * * * * * * * 1 33 42 12:00 PM * *1 37 31 1 35 44 * * * * * * * * 1 36 38 01:00 * *1 33 351 36 46 * * * * * * * * 34 40 02:00 1 54 32 1 53 41 1 * * * I * * * 1 54 36 03:00 * *1 67 341 65 36 * * * * * * * * 1 66 35 04:00 * *1 74 491 72 37 1 * * * * * * 1 73 43 05:00 * *1 80 381 78 341 * * * * * * 1 79 36 06:00 1 52 33 1 47 461 * * I * * * 1 50 40 07:00 1 54 23 1 70 351 * * I * * * 1 62 29 08:00 * *1 50 11 1 44 181 * * * * * * 1 47 14 09:00 * *1 22 91 37 141 * * * * * * 1 30 12 10:00 * *1 18 131 15 11 1 16 12 11:00 * *1 8 51 13 7 1 10 6 Lane 0 0 702 697 729 751 0 0 0 0 0 0 0 0 716 723 Day 0 1399 1480 0 0 0 0 1439 AM Peak - - 09:00 07:00 11:00 07:00 - - - - - - - - 11:00 07:00 Vol. - - 30 79 49 85 - - - - - - - - 33 82 PM Peak - - 17:00 16:00 17:00 13:00 - - - - - - - - 17:00 16:00 Vol. - - 80 49 78 46 - - - - - - - - 79 43 Comb. 0 1399 1480 0 0 0 0 1439 Total ADT ADT 11440 AADT 1,440 Accurate Counts Page 1 978-664-2565 Location :Farrwood Drive(South) Location :East of Boston Road City/State:North Andover,MA 82701003 Start 3/10/2020 WB Hour Totals EB Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 51 1 1 81 1 12:15 0 5 0 9 12:30 0 19 1 17 12:45 0 101 0 39 1 1 81 3 42 1 3 81 01:00 0 61 1 0 7 01:15 3 8 1 6 01:30 4 5 1 9 01:45 1 8 1 8 27 1 1 161 3 381 11 65 02:00 2 11 3 7 02:15 0 18 2 13 02:30 2 141 1 0 12 02:45 1 11 1 5 54 1 0 171 5 491 10 103 03:00 2 61 1 2 17 03:15 1 8 0 17 03:30 3 7 0 19 03:45 3 8 9 29 1 11 1 3 641 12 93 04:00 2 101 1 2 18 04:15 1 10 1 1 4 19 04:30 3 61 1 6 23 04:45 7 7 1 13 33 1 21 13 81 26 114 05:00 4 10 1 17 05:15 11 12 0 21 05:30 6 7 1 2 17 05:45 13 9 34 38 1 2 171 5 72 1 39 110 06:00 10 7 3 20 06:15 15 8 3 22 06:30 24 9 1 3 61 1 06:45 15 5 64 29 1 6 81 15 561 79 85 07:00 17 7 2 18 07:15 21 4 7 9 07:30 37 2 8 12 07:45 20 21 95 151 5 3 1 22 42 1 117 57 08:00 21 5 2 15 08:15 13 9 9 7 08:30 17 5 7 10 08:45 8 21 59 21 1 7 71 25 391 84 60 09:00 13 21 1 5 61 1 09:15 12 2 4 6 09:30 12 1 5 5 09:45 7 21 44 71 3 61 17 231 61 30 10:00 7 1 2 2 10:15 12 1 5 6 10:30 8 21 1 8 2 10:45 8 3 1 35 71 6 5 1 21 151 56 22 11:00 8 21 1 13 2 11:15 3 41 1 7 1 11:30 7 01 1 5 2 11:45 10 01 28 61 8 2 1 33 71 61 13 Total 394 305 165 528 559 833 Percent 56.4% 43.6% 23.8% 76.2% 40.2% 59.8% Accurate Counts Page 2 978-664-2565 Location :Farrwood Drive(South) Location :East of Boston Road City/State:North Andover,MA 82701003 Start 3/11/2020 WB Hour Totals EB Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 31 1 0 9 12:15 0 6 0 6 12:30 1 11 0 11 12:45 0 11 1 31 0 16 0 42 1 73 01:00 0 12 0 7 01:15 0 13 1 12 01:30 2 11 0 10 01:45 0 61 2 42 1 1 10 1 2 391 4 81 02:00 0 6 1 15 02:15 0 13 0 7 02:30 0 6 1 11 02:45 0 81 0 33 1 0 14 1 2 471 2 80 03:00 1 7 1 1 1 12 03:15 3 7 1 13 03:30 1 8 0 14 03:45 0 7 5 29 0 12 2 51 7 80 04:00 0 12 1 0 17 04:15 2 101 1 0 23 04:30 2 8 1 1 0 16 04:45 1 61 5 36 1 0 24 1 0 801 5 116 05:00 6 101 1 1 27 05:15 9 6 0 19 05:30 9 12 1 27 05:45 8 101 32 38 1 0 231 2 961 34 134 06:00 12 11 3 20 06:15 15 9 4 12 06:30 13 5 1 12 06:45 15 21 55 27 1 5 71 13 51 1 68 78 07:00 24 101 1 3 16 07:15 24 41 1 8 14 07:30 29 3 1 1 6 9 07:45 16 31 93 20 1 5 151 22 541 115 74 08:00 20 81 1 6 4 08:15 13 3 8 8 08:30 19 5 4 12 08:45 13 2 65 18 9 8 27 32 92 50 09:00 15 5 9 12 09:15 9 3 5 5 09:30 4 01 1 5 5 09:45 9 5 1 37 13 1 5 71 24 291 61 42 10:00 11 3 1 1 5 8 10:15 9 21 1 6 4 10:30 17 31 1 7 2 10:45 8 31 45 11 1 10 01 28 141 73 25 11:00 3 01 1 10 6 11:15 11 21 1 9 3 11:30 9 01 1 7 2 11:45 7 1 30 3 11 5 1 37 161 67 19 Total 370 301 159 551 529 852 Percent 55.1% 44.9% 22.4% 77.6% 38.3% 61.7% Grand 764 606 324 1079 1088 1685 Total Percent 55.8% 44.2% 23.1% 76.9% 39.2% 60.8% ADT ADT 1,386 AADT 1,386 Accurate Counts Page 1 978-664-2565 Location :Farrwood Drive(South) Location :East of Boston Road City/State:North Andover,MA 82701003 Start 3/9/2020 Tue Wed Thu Fri Sat Sun Week Average Time WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB 12:00 AM 0 3 1 0 F 0 2 01:00 8 3 1 2 2 5 2 02:00 * *1 5 51 0 2 * * * * * * * * 1 2 4 03:00 * *1 9 3 1 5 2 * * * * * * * * 1 7 2 04:00 1 13 131 5 0 * * * * I * * * 1 9 6 05:00 * 34 51 32 2 * * * * * * * 33 4 06:00 * *1 64 151 55 13 * * * * * * * * 1 60 14 07:00 * *1 95 22 1 93 22 * * * * * * * * 1 94 22 08:00 1 59 251 65 27 * * * * * * * * 1 62 26 09:00 * *1 44 17 1 37 24 * * * * * * * * 1 40 20 10:00 * *1 35 21 1 45 28 * * * * I * * * 1 40 24 11:00 1 28 331 30 37 * * * * * * * * 1 29 35 12:00 PM * *1 39 421 31 42 * * * * * * * * 1 35 42 01:00 * *1 27 381 42 39 * * * * * * * * 34 38 02:00 1 54 491 33 47 * * * * I * * * 1 44 48 03:00 * *1 29 641 29 51 1 * * * * * * 1 29 58 04:00 * * 33 811 36 801 * * * * * * 1 34 80 05:00 * * 38 72 1 38 961 * * * * * * 1 38 84 06:00 * 29 56 1 27 51 1 * * I * * * 1 28 54 07:00 1 15 421 20 541 * * I * * * 1 18 48 08:00 * *1 21 391 18 321 * * * * * * 1 20 36 09:00 * *1 7 23 1 13 291 * * * * * * 1 10 26 10:00 * *1 7 151 11 141 * * * * * * 1 9 14 11:00 * * 6 7 1 3 161 * * * * * * 1 4 12 Lane 0 0 699 693 671 710 0 0 0 0 0 0 0 0 684 701 Day 0 1392 1381 0 0 0 0 1385 AM Peak - - 07:00 11:00 07:00 11:00 - - - - - - - - 07:00 11:00 Vol. - - 95 33 93 37 - - - - - - - - 94 35 PM Peak - - 14:00 16:00 13:00 17:00 - - - - - - - - 14:00 17:00 Vol. - - 54 81 42 96 - - - - - - - - 44 84 Comb. 0 1392 1381 0 0 0 0 1385 Total ADT ADT 1,386 AADT 1,386 Massachusetts Highway Department MADT by Direction for 1/1/2014 - 12/31/2014 District : County : Essex Community : Haverhill Route : 495 Location ID: 5004 Located On : INTERSTATE 495 Collection Type : HPMS FRoadbed Direction Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Average M L NB 517261 417510 43,012 567992 59,646 641338 647788 651865 79,9 5 6 58,661 77,038 561279 ML SIB 517861 501412 54,820 521364 Total 103,122 91,922 97,832 56,992 59,646 649338 641788 65,865 593956 583661 53,038 110,880 Generated 7/17/2019 Page 1 of 1 Massachusetts Highway Department MADT by Direction for 1/1/2015 - 12/31/2015 District : County : Essex Community : Haverhill Route : 495 Location ID: 5004 Located On : INTERSTATE 495 Collection Type : HPMS FRoadbed Direction Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Average ML NB 55,872 607856 60,940 651818 647977 651886 621995 617133 595886 627006 621037 ML SIB 59,159 647023 67,259 691204 697591 701593 671517 667240 635766 637187 661054 Total 115,031 1247879 1285199 1357022 1347568 1367479 1309512 1277373 123,652 1259193 1287091 Generated 8/22/2018 Page 1 of 1 Massachusetts Highway Department MADT by Direction for 1/1/2016 - 12/31/2016 District : County : Essex Community : Haverhill Route : 495 Location ID: 5004 Located On : INTERSTATE 495 Collection Type : HPMS FRoadbed Direction Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Average M L NB 77113 58,001 59,707 63,245 67,472 68,019 68,264 72,977 565893 487511 617020 ML SIB 617659 627382 64707 657967 687309 711357 717859 717640 671773 605621 597631 651991 Total 619659 1197495 122,708 1257674 1315554 138,829 139,878 139,904 1309750 117,514 1089142 127,248 Generated 8/22/2018 Page 1 of 1 Massachusetts Highway Department MADT by Direction for 1/1/2017 - 12/31/2017 District : County : Essex Community : Haverhill Route : 495 Location ID: 5004 Located On : INTERSTATE 495 Collection Type : HPMS FRoadbed Direction Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Average ML NB 257232 63,675 671463 677691 671503 621842 567709 395721 217537 521486 ML SIB 547711 411776 691417 677904 581452 Total 792943 411776 63,675 136,880 135,595 67,503 623842 563709 39,721 21,537 10%643 Generated 8/22/2018 Page 1 of 1 Massachusetts Highway Department MADT by Direction for 1/1/2018 - 12/31/2018 District : County : Essex Community : Haverhill Route : 495 Location ID: 5004 Located On : INTERSTATE 495 Collection Type : HPMS FRoadbed Direction Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Average ML NB 417655 687051 667604 631436 647533 627222 617084 ML SIB 627492 60744 657489 687542 711016 717571 717283 681762 667853 635924 637365 661731 Total 419655 621492 60,744 65,489 68,542 719016 139,622 137,887 1329198 1317386 63,924 1259587 12%476 Generated 7/17/2019 Page 1 of 1 Luke Mauro From: James Terlizzi <jterlizzi@mvpc.org> Sent: Thursday, March 12, 2020 10:43 AM To: Luke Mauro Cc: Anthony Komornick Subject: RE:Traffic Growth Rate - Haverhill/North Andover Good morning Luke, Based upon a review of the traffic volumes from 10 arterials regionwide that we count every year within the Merrimack Valley,we found an annual growth rate of 0.83 percent over a 6-year period (between 2013 and 2019). We expect growth to continue at this pace,therefore we are recommending an annual background traffic growth rate of 1.0%for all arterial roads within the Merrimack Valley region. If you have any questions or would like to see the supporting data, please let me know. Best Regards, Jim From: Luke Mauro Sent: Wednesday, March 11, 2020 8:52 AM To:James Terlizzi <jterlizzi@mvpc.org> Cc:John Plante <jplante@Langan.com> Subject:Traffic Growth Rate - Haverhill/North Andover Good Morning Jim, Following up on the voice message I left you. We have been asked by MassDOT to confirm with MVPC an appropriate traffic growth rate for the Route 125 corridor in Haverhill/North Andover to be used in our traffic study for the proposed redevelopment of Osgood Landing(1600 Osgood Street) in North Andover. Based on a review of data at MassDOT count station 5004 on 1-495 just south of the Industrial Avenue interchange, the AADT dropped from 129,460 in 2015 to 127,517 in 2018, indicating a negative growth rate. We also reviewed the traffic study prepared by VAi for the 1210 Osgood Street mixed use development, in which a 1% annual traffic growth rate was utilized to project the existing volumes to the build year. To be conservative and consistent with the 1210 Osgood Street traffic study,we are also proposing to use a 1%annual traffic growth rate to project our 2018 existing traffic counts to the 2026 build year. Can you please confirm that a 1%growth rate is reasonable to utilize for our traffic study? Luke Mauro, P.E., PTOE Project Manager "AIGAIV Celebrating 50 years in business 1 1970-2020 Direct: 203.784.3059 Mobile: 203.927.2507 File Sharing Link Phone: 203.562.5771 Fax: 203.789.6142 Long Wharf Maritime Center 555 Long Wharf Drive New Haven, CT 06511-6107 www.langan.com CONNECTICUT NEW JERSEY NEW YORK MASSACHUSETTS PENNSYLVANIA WASHINGTON,DC VIRGINIA WEST VIRGINIA OHIO FLORIDA TEXAS ARIZONA COLORADO WASHINGTON CALIFORNIA ATHENS CALGARY DUBAI LONDON PANAMA A Carbon-Neutral Firm I Langan's goal Is to be SAFE (Stay Accident Free Everyday) Build your career with a premier form. Join Langan. This message may contain confidential, proprietary, or privileged information. Confidentiality or privilege is not intended to be waived or lost by erroneous transmission of this message. If you receive this message in error, please notify the sender immediately by return email and delete this message from your system. Disclosure, use, distribution, or copying of a message or any of its attachments by anyone other than the intended recipient is strictly prohibited. Land Use Goinoval Ofte'SuIldibig ............... ......................... —-—----------............................................ Genera[Urban,(Suburban Dense Multi-Use Urban Center City Core . 9 ....................................................... 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B-45 52 1 1,,'1 '110.6 1.1 5.3 1 3 T3 0.10 11 11 TA 1.2 5�8 1 5 12Z 13 1 6 4 '1 ..............................................................--- ...................................................... ............................................. _!!................................................., ............................................. .............................. .....1�6 5.4 11 12.51 1.2 1 611.9 1.6111."'7.2 2.1 9:15 15.4 13 8.3 0,9 6,,0 0.0 &3 2 8 [ 7.6 1" O�9 61 1.7 41 '1 1.8 1 1 1,1 614 1,5 6-.3 .................................................. .............. .................................................... ................................................................ -------------------- ....................................................................................................................................................................................——---------------------------------------------------......-—------------------------------------------------ 9:145 1 0�',00 5'a '1,2 6Z 07 4�6 07 6A < 1 42 10 5,9 0.7 &9 1.8 67 11 21 ....................................... ......... ........................ I0.1 1 5 . 6 0 10 62 0.5 -2 .6 4. 01 31 1 4.16 5.3 1.0, 7-6 .1 .2 5.7 37 . -49 106 1. 1 .8.0 8 70 1.' .......................................................................................................................................................................... .......... ............. ..................................____................---__-___.................................................................... .......,"',......... ...... 41 ...............................................——------------------------------------------------------- .................................................. 111.0 8,A 0,4 7 7 0,2, 1 6,0 2,0 .............................. ............................ ........ 11 15 9.2 0.,.1 9�9 0.2, 110.6 2,0, 11,0 0,0 6.4 01 8,5 1.5 7A 4,0, 6A, 0,3 &1 21 6,2 16 .......................................... 19 9 9 '7 9A 2A 2, 11, 07 11,0 1_] P,0,_'.110�11 0, _I-_ 11 A5 9,8, 0-1 1 10.5 0-1 12,6 0 7 4�.,6 0,9 8'.1 0,8 8,51, 2,1 10,3 3.1 8,6 0,3 10,6 :3,1 -7 8 2A .................... ................................ ism W�Wwwwwww 294 Trip Generation Manual,I,Oth Edition-Vblume'2:Data,-Office(Land Uses'700-799) =MW wz Ratio of 6:30 to 7:30 a.m. hour to AM Peak Hour of Generator: 3.6%/10.5% = 0.343 Ratio of 5:30 to 6:30 p.m. hour to PM Peak Hour of Generator: 5.3%/11.7% = 0.453 =L III IN III, Total IB/OB Split Headcount-Day Shift 1120 560 Headcount-Night Shift 1022 511 Shift Structure Start End Adjustment below accounts for Day Shift Inbound 7:00:00 AM 5:30:00 PM mass transit and carpool users. Day Shift Outbound 7:30:00 AM 6:00:00 PM Adjust as needed for jurisdiction Night Shift Inbound 6:00:00 PM 6:30:00 AM Net Cars Factor 100% Night Shift Outbound 6:30:00 PM 7:00:00 AM Traffic Schedule Total Vehicles Average Weekday Average Weekday Cars+Trucks Average Weekday Time In Out Total Time In Out Total In Out Total 00:00 4 7 11 00:00 9 9 18 00:00 13 16 29 01:00 2 4 6 01:00 15 15 30 01:00 17 19 36 02:00 6 15 21 02:00 6 6 12 02:00 12 21 33 03:00 9 15 24 03:00 12 12 24 03:00 21 27 48 04:00 20 32 52 04:00 6 6 12 04:00 26 38 64 05:00 42 54 96 05:00 9 9 18 05:00 51 63 114 06:00 32 14 46 06:00 2 2 4 06:00 34 16 50 06:15 84 13 97 06:15 2 2 4 06:15 86 15 101 06:30 145 67 212 06:30 2 2 4 06:30 147 69 216 Morning Peak Hour of Generator 06:45 195 111 306 06:45 2 2 4 06:45 197 113 310 Enter Exit Total 07:00 192 185 377 07:00 3 3 6 07:00 195 188 383 06:30-07:30 792 638 1,430 07:15 250 265 515 07:15 3 3 6 07:15 253 268 521 07:30 37 76 113 07:30 3 3 6 07:30 40 79 119 Morning Peak Hour of Osgood Street 07:45 8 17 25 07:45 3 3 6 07:45 11 20 31 Enter Exit Total 08:00 29 20 49 08:00 12 12 24 08:00 41 32 73 07:30-08:30 92 131 223 09:00 19 11 30 09:00 21 21 42 09:00 40 32 72 10:00 23 19 42 10:00 12 12 24 10:00 35 31 66 11:00 44 46 90 11:00 13 13 26 11:00 57 59 116 12:00 12 20 32 12:00 13 13 26 12:00 25 33 58 13:00 15 16 31 13:00 8 8 16 13:00 23 24 47 14:00 13 29 42 14:00 8 8 16 14:00 21 37 58 15:00 34 43 77 15:00 8 8 16 15:00 42 51 93 16:00 51 37 88 16:00 9 9 18 16:00 60 46 106 Evening Peak Hour of Osgood Street 17:00 30 37 67 17:00 2 2 4 17:00 32 39 71 Enter Exit Total 17:15 57 17 74 17:15 2 2 4 17:15 59 19 78 16:30-17:30 151 104 255 17:30 126 146 272 17:30 2 2 4 17:30 128 148 276 Evening Peak Hour of Generator 17:45 163 84 247 17:45 2 2 4 17:45 165 86 251 Enter Exit Total 18:00 204 281 485 18:00 2 2 4 18:00 206 283 489 17:30-18:30 698 709 1,407 18:15 197 190 387 18:15 2 2 4 18:15 199 192 391 18:30 26 127 153 18:30 2 2 4 18:30 28 129 157 18:45 6 47 53 18:45 2 2 4 18:45 8 49 57 19:00 21 40 61 19:00 7 7 14 19:00 28 47 75 20:00 9 9 18 20:00 11 11 22 20:00 20 20 40 21:00 17 17 34 21:00 8 8 16 21:00 25 25 50 22:00 20 24 44 22:00 11 11 22 22:00 31 35 66 23:00 3 6 9 23:00 8 8 16 23:00 11 14 25 2,142 2,142 4,284 242 242 484 2,384 2,384 4,768 Journey to Work Data Where Workers Live Who are Employed in Zip Code 01845 2017 Count Share Total All Jobs 14,300 100.0% Jobs Counts by ZIP Codes(ZCTA)Where From North From South Workers Live-All Jobs Zip Code 2017 I-495 South Great Sutton St Osgood Main St Pond Rd Count Share St 01845 1,837 12.8% 2.0% 5.0% 5.8% 01844 895 6.3% 6.3% 01841 695 4.9% 2.4% 2.4% 01843 510 3.6% 1.8% 1.8% 01810 484 3.4% 3.4% 01830 424 3.0% 3.0% 01832 415 2.9% 2.9% 01835 354 2.5% 2.6% 03079 289 2.0% 2.0% 01826 220 1.5% 1.5% 01876 200 1.4% 0.7% 0.7% 03038 184 1.3% 1.3% 01852 176 1.2% 0.6% 0.6% 01851 174 1.2% 0.6% 0.6% 01960 174 1.2% 1.2% 01913 128 0.9% 0.9% 01821 120 0.8% 0.4% 0.4% 01887 117 0.8% 0.4% 0.4% 01923 115 0.8% 0.8% 01854 113 0.8% 0.4% 0.4% 01950 106 0.7% 0.7% 01824 103 0.7% 0.4% 0.4% 01867 98 0.7% 0.3% 0.3% 01921 96 0.7% 0.7% 01902 90 0.6% 0.6% 01970 89 0.6% 0.6% 01915 88 0.6% 0.6% 01833 87 0.6% 0.6% 01880 86 0.6% 0.3% 0.3% 01886 85 0.6% 0.3% 0.3% 03865 85 0.6% 0.6% 01850 84 0.6% 0.6% 01864 80 0.6% 0.6% 01834 78 0.5% 0.5% 03053 77 0.5% 0.5% 02155 74 0.5% 0.3% 0.3% 03076 73 0.5% 0.5% 03811 73 0.5% 0.5% 01860 72 0.5% 0.5% 01879 71 0.5% 0.2% 0.2% 01801 70 0.5% 0.2% 0.2% 01840 69 0.5% 0.5% 03087 67 0.5% 0.5% 01949 60 0.4% 0.4% 01938 58 0.4% 0.4% 01930 57 0.4% 0.4% 01803 56 0.4% 0.2% 0.2% 01906 56 0.4% 0.4% 01952 55 0.4% 0.4% 01862 53 0.4% 0.2% 0.2% SUM Subtotal 9,920 69.4% 32.5% 3.1% 8.4% 15.3% 10.2% 69.4% All Other Locations 4,380 30.6% 14.3% 1.4% 3.7% 6.7% 4.5% 30.7% TOTAL 143300 100.0% 46.8% 4.5% 12.1% 22.0% 14.7% 100.1% USE 50.0% 5.0% 10.0% 20.0% 15.0% 100.0% Appendix C Capacity Analysis - 2018 Existing Traffic Conditions LA/VfiA /V 2018 Existing A.M. (Roadway Peak-Hour) LA/VuA , V 1: Shelley Road/Ward Hill Avenue & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Roadway Peak)AM f Lane Configurations ' ' Traffic Volume(vph) 46 750 150 389 1277 125 69 16 28 68 7 0 Future Volume(vph) 46 750 150 389 1277 125 69 16 28 68 7 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 300 600 275 425 0 275 0 0 Storage Lanes 1 1 1 2 1 1 0 0 Taper Length(ft) 100 75 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.970 0.957 Satd. Flow(prot) 1787 3505 1599 1736 3539 1568 1603 1678 1538 0 1747 0 Flt Permitted 0.950 0.950 0.950 0.970 0.957 Satd. Flow(perm) 1787 3505 1599 1736 3539 1568 1603 1678 1538 0 1747 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 364 364 364 Link Speed(mph) 55 55 30 30 Link Distance(ft) 1096 1082 437 665 Travel Time(s) 13.6 13.4 9.9 15.1 Peak Hour Factor 0.97 0.97 0.97 0.96 0.96 0.96 0.86 0.86 0.86 0.80 0.80 0.80 Heavy Vehicles(%) 1%0 3% 1% 4% 2% 3% 7% 0% 5% 3% 14% 2% Adj. Flow(vph) 47 773 155 405 1330 130 80 19 33 85 9 0 Shared Lane Traffic(%) 39% Lane Group Flow(vph) 47 773 155 405 1330 130 49 50 33 0 94 0 Turn Type Prot NA Free Prot NA Free Split NA Free Split NA Protected Phases 1 6 5 2 3 3 4 4 Permitted Phases Free Free Free Detector Phase 1 6 5 2 3 3 4 4 Switch Phase Minimum Initial(s) 6.0 12.0 6.0 12.0 6.0 6.0 6.0 6.0 Minimum Split(s) 13.0 19.0 13.0 19.0 12.0 12.0 12.0 12.0 Total Split(s) 17.0 26.0 32.0 41.0 16.0 16.0 16.0 16.0 Total Split(%) 18.9% 28.9% 35.6% 45.6% 17.8% 17.8% 17.8% 17.8% Maximum Green(s) 10.0 19.0 25.0 34.0 10.0 10.0 10.0 10.0 Yellow Time(s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Min None Min None None None None Act Effct Green(s) 8.7 20.3 79.3 22.0 43.2 79.3 8.4 8.4 79.3 9.0 Actuated g/C Ratio 0.11 0.26 1.00 0.28 0.54 1.00 0.11 0.11 1.00 0.11 v/c Ratio 0.24 0.86 010 0.84 0.69 0.08 0.29 0.28 0.02 0.47 Control Delay 39.7 44.3 0.1 46.4 24.6 0.1 41.7 41.3 0.0 45.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.7 44.3 0.1 46.4 24.6 0.1 41.7 41.3 0.0 45.9 LOS D D A D C A D D A Approach Delay 37.1 27.6 31.1 45.9 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 1 1: Shelley Road/Ward Hill Avenue & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Roadway Peak)AM f Approach LOS D C C D Queue Length 50th(ft) 24 -244 0 211 376 0 27 28 0 50 Queue Length 95th(ft) 58 #368 0 #373 #546 0 61 62 0 88 Internal Link Dist(ft) 1016 1002 357 585 Turn Bay Length(ft) 300 600 275 425 275 Base Capacity(vph) 241 899 1599 585 1929 1568 216 226 1538 235 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn © 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.86 0.10 0.69 0.69 0.08 0.23 0.22 0.02 0.40 11110 If Area Type: Other Cycle Length:90 Actuated Cycle Length:79.3 Natural Cycle:80 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.86 Intersection Signal Delay:31.3 Intersection LOS:C Intersection Capacity Utilization69.8% ICU Level of Service C Analysis Period(min) 15 Description: MassDOT ID:0859 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: 1:Shelley RoadMard Hill Avenue&Industrial Avenue(Route 125 Connector) 2; '0 04 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 2 2: Industrial Avenue (Route 125 Connector) & Ward Hill Industrial Park Lanes, Volumes, Timings Existing(Roadway Peak)AM 1151-0 Lane Configurations Traffic Volume(vph) 25 1332 878 5 1 55 Future Volume(vph) 25 1332 878 5 1 55 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 12 14 16 16 Storage Length(ft) 250 175 0 0 Storage Lanes 1 1 1 0 Taper Length(ft) 100 25 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 Frt 0.850 0.867 FIt Protected 0.950 0.999 Satd. Flow(prot) 1787 3539 3505 1723 1847 0 FIt Permitted 0.950 0.999 Satd. Flow(perm) 1787 3539 3505 1723 1847 0 Right Turn on Red Yes Yes Satd. Flow(RTOR) 5 69 Link Speed(mph) 35 55 25 Link Distance(ft) 837 905 199 Travel Time(s) 16.3 11.2 5.4 Peak Hour Factor 0.96 0.96 0.95 0.95 0.80 0.80 Heavy Vehicles 1% 2% 3% 0% 1% 1% Adj. Flow(vph) 26 1388 924 5 1 69 Shared Lane Traffic(%) Lane Group Flow(vph) 26 1388 924 5 70 0 Turn Type Prot NA NA pt+ov Prot Protected Phases 5 2 6 64 4 Permitted Phases Detector Phase 5 2 6 6 4 Switch Phase Minimum Initial(s) 8.0 10.0 10.0 8.0 Minimum Split(s) 14.0 18.0 18.0 14.0 Total Split(s) 16.0 64.0 48.0 26.0 Total Split(%) 17.8% 71.1% 53.3% 28.9% Maximum Green(s) 10.0 56.0 40.0 20.0 Yellow Time(s) 4.0 5.0 5.0 4.0 All-Red Time(s) 2.0 3.0 3.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 8.0 8.0 6.0 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 2.0 2.0 2.0 2.0 Recall Mode None Min Min None Act Effct Green(s) 8.4 48.9 43.9 57.2 8.4 Actuated g/C Ratio 0.13 0.75 0.68 0.88 0.13 v/c Ratio 0.11 0.52 0.39 0.00 0.23 Control Delay 31.0 5.8 8.7 2.2 11.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 31.0 5.8 8.7 2.2 11.3 LOS C A A A B North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 3 2: Industrial Avenue (Route 125 Connector) & Ward Hill Industrial Park Lanes, Volumes, Timings Existing(Roadway Peak)AM 1151-0 Approach Delay 6.3 8.6 11.3 Approach LOS A A B Queue Length 50th(ft) 1© 133 73 0 0 Queue Length 95th(ft) 35 175 184 2 29 Internal Link Dist(ft) 757 825 119 Turn Bay Length(ft) 250 175 Base Capacity(vph) 289 2941 2435 1509 645 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn © 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.09 0.47 0.38 0.00 0.11 111111 Area Type: Other Cycle Length:90 Actuated Cycle Length:65 Natural Cycle:55 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.52 Intersection Signal Delay:7.3 Intersection LOS:A Intersection Capacity Utilization 55.2% ICU Level of Service B Analysis Period(min) 15 Description: MassDOT ID: 1123 Splits and Phases: 2: Industrial Avenue(Route 125 Connector)&Ward Hill Industrial Park 0"2 05 fn 6 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 4 3: South Main Street (Route 125) & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Roadway Peak)AM t Lane Configurations Traffic Volume(vph) 321 0 620 578 279 1072 Future Volume(vph) 321 0 620 578 279 1072 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 0 275 Storage Lanes 2 1 2 1 Taper Length(ft) 25 25 Lane Util. Factor 0.97 1.00 0.95 1.00 0.97 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow(prot) 3335 0 3574 1583 3400 1583 Flt Permitted 0.950 0.950 Satd. Flow(perm) 3335 0 3574 1583 3400 1583 Right Turn on Red Yes Yes Satd. Flow(RTOR) 657 641 Link Speed(mph) 35 35 35 Link Distance(ft) 1357 1445 905 Travel Time(s) 26.4 28.1 17.6 Peak Hour Factor 0.82 0.82 0.88 0.88 0.95 0.95 Heavy Vehicles 5% 3% 1% 2% 3% 2% Adj. Flow(vph) 391 0 705 657 294 1128 Shared Lane Traffic(%) Lane Group Flow(vph) 391 0 705 657 294 1128 Turn Type Prot NA Free Prot Free Protected Phases 6 2 8 Permitted Phases Free Free Detector Phase 6 2 8 Switch Phase Minimum Initial(s) 10.0 10.0 10.0 Minimum Split(s) 16.0 16.0 16.0 Total Split(s) 27.0 38.0 25.0 Total Split(%) 30.0% 42.2% 27.8% Maximum Green(s) 21.0 32.0 19.0 Yellow Time(s) 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.5 3.5 3.5 Recall Mode None Min None Act Effct Green(s) 12.9 17.8 61.1 11.9 61.1 Actuated g/C Ratio 0.21 0.29 1.00 0.19 1.00 v/c Ratio 0.56 0.68 0.42 0.44 0.71 Control Delay 25.9 23.1 0.8 25.5 2.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 25.9 23.1 0.8 25.5 2.8 LOS C C A C A Approach Delay 25.9 12.3 7.5 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 5 3: South Main Street (Route 125) & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Roadway Peak)AM Approach LOS C B A Queue Length 50th(ft) 65 114 0 48 0 Queue Length 95th(ft) 113 195 0 99 0 Internal Link Dist(ft) 1277 1365 825 Turn Bay Length(ft) 275 Base Capacity(vph) 1174 1917 1583 1082 1583 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn © 0 0 0 0 Reduced v/c Ratio 0.33 0.37 0.42 0.27 0.71 11110 If Area Type: Other Cycle Length:90 Actuated Cycle Length:61.1 Natural Cycle:50 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.71 Intersection Signal Delay: 11.8 Intersection LOS: B Intersection Capacity Utilization48.0% ICU Level of Service A Analysis Period(min) 15 Description: MassDOT ID:0667 Splits and Phases: 3:South Main Street(Route 125)&Industrial Avenue(Route 125 Connector) ) 06 02 08 P North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 6 4: Osgood Street (Route 125) & 1600 Osgood St North Driveway 1 Lanes, Volumes, Timings Existing(Roadway Peak)AM Lane Configurations Traffic Volume(vph) 8 14 9 280 1715 53 Future Volume(vph) 8 14 9 280 1715 53 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 11 11 11 11 Storage Length(ft) 0 0 0 250 Storage Lanes 1 0 0 1 Taper Length(ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 1.00 Frt 0.913 0.850 FIt Protected 0.982 0.999 Satd. Flow(prot) 1522 0 0 3239 3455 1516 FIt Permitted 0.982 0.999 Satd. Flow(perm) 1522 0 0 3239 3455 1516 Link Speed(mph) 25 40 40 Link Distance(ft) 1470 381 904 Travel Time(s) 40.1 6.5 15.4 Peak Hour Factor 0.80 0.80 0.96 0.96 0.92 0.92 Heavy Vehicles 28% 3% 28% 7% 1% 3% Adj. Flow(vph) 10 18 9 292 1864 58 Shared Lane Traffic(%) Lane Group Flow(vph) 28 0 0 301 1864 58 Sign Control Stop Free Free �I�NO I 1611)1" NMI�ifi�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIII1111111" Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 57.4% ICU Level of Service B Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 7 4: Osgood Street (Route 125) & 1600 Osgood St North Driveway 1 H C M 6th TWSC Existing(Roadway Peak)AM 11111111Mr, Int Delay,s/veh 1.1 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +'+ tt r Traffic Vol,veh/h 8 14 9 280 1715 53 Future Vol,veh/h 8 14 9 280 1715 53 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - 250 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 96 96 92 92 Heavy Vehicles,% 28 3 28 7 1 3 Mvmt Flow 10 18 9 292 1864 58 MW Conflicting Flow All 2028 932 1922 0 - 0 Stage 1 1864 - - - - - Stage 2 164 - - - - - Critical Hdwy 7.36 6.96 4.66 - - - Critical Hdwy Stg 1 6.36 - - - - - Critical Hdwy Stg 2 6.36 - - - - - Follow-up Hdwy 3.78 3.33 2.48 - - - Pot Cap-1 Maneuver 36 266 218 - - - Stage 1 81 - - - - - Stage 2 776 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 34 266 218 - - - Mov Cap-2 Maneuver 34 - - - - - Stage 1 77 - - - - - Stage 2 776 - - - - - N ffim HCM Control Delay,s 77.1 1.2 0 HCM LOS F MWjjI i �Ii Capacity(veh/h) 218 - 76 - - HCM Lane V/C Ratio 0.043 - 0.362 - - HCM Control Delay(s) 22.3 0.5 77.1 - - HCM Lane LOS C A F - - HCM 95th%tile Q(veh) 0.1 - 1.4 - - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 8 5: Osgood Street (Route 125) & 1600 Osgood St South Driveway 2/Raceway Convenience Store Drivewc- Lanes, Volumes, Timings Existing(Roadway Peak)AM /0- 1219' Lane Configurations +T + Traffic Volume(vph) 7 0 11 11 2 7 36 354 9 12 1554 22 Future Volume(vph) 7 0 11 11 2 7 36 354 9 12 1554 22 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 16 16 16 11 11 11 11 11 12 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 1.00 F rt 0.850 0.953 0.997 0.850 Flt Protected 0.950 0.974 0.996 Satd. Flow(prot) 0 1187 1131 0 1957 0 0 3271 0 0 3422 1455 Flt Permitted 0.833 0.827 0.729 0.951 Satd. Flow(perm) 0 1041 1131 0 1661 0 0 2394 0 0 3254 1455 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 85 9 4 85 Link Speed(mph) 25 25 40 40 Link Distance(ft) 537 334 1171 254 Travel Time(s) 14.6 9.1 20.0 4.3 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.90 0.90 0.90 0.85 0.85 0.85 Heavy Vehicles(%) 47% 0% 38% 4% 0% 0% 7% 6% 0% 0% 2% 11% Adj. Flow(vph) 9 0 14 14 3 9 40 393 10 14 1828 26 Shared Lane Traffic Lane Group Flow(vph) 0 9 14 0 26 0 0 443 0 0 1842 26 Turn Type Perm NA Prot Perm NA pm+pt NA Perm NA Prot Protected Phases 3 3 3 1 6 2 2 Permitted Phases 3 3 6 2 Detector Phase 3 3 3 3 3 1 6 2 2 2 Switch Phase Minimum Initial(s) 8.0 8.0 8.0 8.0 8.0 4.0 8.0 8.0 8.0 8.0 Minimum Split(s) 13.0 13.0 13.0 13.0 13.0 9.0 13.0 13.0 13.0 13.0 Total Split(s) 32.0 32.0 32.0 32.0 32.0 18.0 58.0 40.0 40.0 40.0 Total Split(%) 35.6% 35.6% 35.6% 35.6% 35.6% 20.0% 64.4% 44.4% 44.4% 44.4% Maximum Green(s) 27.0 27.0 27.0 27.0 27.0 13.0 53.0 35.0 35.0 35.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None None None C-Min C-Min C-Min C-Min Act Effct Green(s) 8.0 8.0 8.0 79.2 79.2 79.2 Actuated g/C Ratio 0.09 0.09 0.09 0.88 0.88 0.88 v/c Ratio 0.10 0.08 0.17 0.21 0.64 0.02 Control Delay 40.4 0.9 31.1 1.9 4.3 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.4 0.9 31.1 1.9 4.3 0.0 LOS D A C A A A Approach Delay 16.4 31.1 1.9 4.2 Approach LOS B C A A Queue Length 50th(ft) 5 0 9 23 186 0 North Andover Redevelopment-RJS Langan 140182701 -Existing AM (Roadway Peak).syn Page 9 5: Osgood Street (Route 125) & 1600 Osgood St South Driveway 2/Raceway Convenience Store Drivewc- Lanes, Volumes, Timings Existing(Roadway Peak)AM 1219'Elm"1"M99'"A'" 209"'M, I ` Queue Length 95th(ft) 17 0 29 34 213 0 Internal Link Dist(ft) 457 254 1091 174 Turn Bay Length(ft) Base Capacity(vph) 312 398 504 2107 2863 1291 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.04 0.05 0.21 0.64 0.02 Area Type: Other Cycle Length:90 Actuated Cycle Length:90 Offset;0(0%), Referenced to phase 2:SBTLand 6:NBTL Start of Green, Master Intersection Natural Cycle:65 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.64 Intersection Signal Delay:4.2 Intersection LOS:A Intersection Capacity Utilization 69.1% ICU Level of Service C Analysis Period(min) 15 Description: MassDOT ID: 1168 Splits and Phases: 5:Osgood Street(Route 125)&1600 Osgood St South Driveway 2/Raceway Convenience Store Driveway t06 North Andover Redevelopment-RJS Langan 140182701 -Existing AM (Roadway Peak).syn Page 10 6: Osgood Street (Route 125) & Holt Road Lanes, Volumes, Timings Existing(Roadway Peak)AM Lane Configurations Traffic Volume(vph) 21 20 36 388 1522 39 Future Volume(vph) 21 20 36 388 1522 39 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 12 13 12 11 16 Storage Length(ft) 0 0 220 450 Storage Lanes 1 1 1 1 Taper Length(ft) 25 50 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 FIt Protected 0.950 0.950 Satd. Flow(prot) 1663 1417 1776 3539 3421 1606 FIt Permitted 0.950 0.950 Satd. Flow(perm) 1663 1417 1776 3539 3421 1606 Link Speed(mph) 35 40 40 Link Distance(ft) 2904 613 1171 Travel Time(s) 56.6 10.4 20.0 Peak Hour Factor 0.80 0.80 0.88 0.88 0.88 0.88 Heavy Vehicles 23% 14% 5% 2% 2% 14% Adj. Flow(vph) 26 25 41 441 1730 44 Shared Lane Traffic(%) Lane Group Flow(vph) 26 25 41 441 1730 44 Sign Control Stop Free Free �I�NO I 1611)1" NMI�ifi�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIII1111111" Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 52.1% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 11 6: Osgood Street (Route 125) & Holt Road H C M 6th TWSC Existing(Roadway Peak)AM 11111111Mr, Int Delay,s/veh 3.4 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations r ft tt r Traffic Vol,veh/h 21 20 36 388 1522 39 Future Vol,veh/h 21 20 36 388 1522 39 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Yield - None - Yield Storage Length 0 0 220 - - 450 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 88 88 88 88 Heavy Vehicles,% 23 14 5 2 2 14 Mvmt Flow 26 25 41 441 1730 44 MW Conflicting Flow All 2033 865 1730 0 - 0 Stage 1 1730 - - - - - Stage 2 303 - - - - - Critical Hdwy 7.26 7.18 4.2 - - - Critical Hdwy Stg 1 6.26 - - - - - Critical Hdwy Stg 2 6.26 - - - - - Follow-up Hdwy 3.73 3.44 2.25 - - - Pot Cap-1 Maneuver 38 274 348 - - - Stage 1 102 - - - - - Stage 2 664 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 34 274 348 - - - Mov Cap-2 Maneuver 34 - - - - - Stage 1 90 - - - - - Stage 2 664 - - - - - N ffim HCM Control Delay,s 141.7 1.4 0 HCM LOS F M 1 Jl yll U I 111101111 11 I'� Ill I� ' � �' 1 ui 10' II III � �' �� �' Capacity(veh/h) 348 - 34 274 - - HCM Lane V/C Ratio 0.118 - 0.772 0.091 - - HCM Control Delay(s) 16.7 - 258.1 195 - - HCM Lane LOS C - F C - - HCM 95th%tile Q(veh) 0.4 - 2.7 0.3 - - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 12 7: Great Pond Road (Route 133)/Casa Blanca Driveway & Osgood Street (Route 125) Lanes, Volumes, Timings Existing(Roadway Peak)AM Lane Configurations ' ' ' Traffic Volume(vph) 2 483 269 93 1491 0 404 1 51 1 0 0 Future Volume(vph) 2 483 269 93 1491 0 404 1 51 1 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 16 11 11 11 16 16 16 16 16 16 Storage Length(ft) 0 110 0 0 0 75 0 0 Storage Lanes 0 1 0 0 0 1 0 0 Taper Length(ft) 25 25 25 100 Lane Util. Factor 0.95 0.95 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.997 0.952 0.950 Satd. Flow(prot) 0 3421 1794 0 3407 0 0 2050 1760 0 2046 0 Flt Permitted 0.883 0.866 0.727 0.235 Satd. Flow(perm) 0 3021 1794 0 2959 0 0 1565 1760 0 506 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 284 136 Link Speed(mph) 40 40 30 25 Link Distance(ft) 1424 1668 1320 365 Travel Time(s) 24.3 28.4 30.0 10.0 Peak Hour Factor 0.91 0.91 0.91 0.92 0.92 0.92 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles(%) 0% 2% 2% 4% 2% 0% 0% 0% 4% 0% 0% 0% Adj. Flow(vph) 2 531 296 101 1621' 0 505 1 64 1 0 0 Shared Lane Traffic(%) Lane Group Flow(vph) 0 533 296 0 1722 0 0 506 64 0 1 0 Turn Type Perm NA Free Perm NA Perm NA Free Perm NA Protected Phases 2 6 8 4 Permitted Phases 2 Free 6 8 Free 4 Detector Phase 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial(s) 10.0 10.0 10.0 10.0 5.0 5.0 5.0 5.0 Minimum Split(s) 16.0 16.0 16.0 16.0 11.0 11.0 11.0 11.0 Total Split(s) 41.0 41.0 41.0 41.0 31.0 31.0 31.0 31.0 Total Split(%) 56.9% 56.9% 56.9% 56.9% 43.1% 43.1% 43.1% 43.1% Maximum Green(s) 35.0 35.0 35.0 35.0 25.0 25.0 25.0 25.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min Min Min None None None None Act Effct Green(s) 35.0 71.4 35.0 24.4 71.4 24.4 Actuated g/C Ratio 0.49 1.00 0.49 034 1.00 0.34 v/c Ratio 0.36 0.16 1.19 0.95 0.04 0.01 Control Delay 12.3 0.2 112.9 53.3 0.0 16.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.3 0.2 112.9 53.3 0.0 16.0 LOS B A F D A B North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 13 7: Great Pond Road (Route 133)/Casa Blanca Driveway & Osgood Street (Route 125) Lanes, Volumes, Timings Existing(Roadway Peak)AM Approach Delay 8.0 112.9 47.3 16.0 Approach LOS A F D B Queue Length 50th(ft) 73 0 -498 213 0 0 Queue Length 95th(ft) 107 0 #629 #324 0 3 Internal Link Dist(ft) 1344 1588 1240 285 Turn Bay Length(ft) 110 75 Base Capacity(vph) 1480 1794 1450 548 1760 177 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.36 016 1.19 0.92 0.04 0.01 111111 Area Type Other Cycle Length:72 Actuated Cycle Length:71.4 Natural Cycle: 120 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.19 Intersection Signal Delay:73.1 Intersection LOS: E Intersection Capacity Utilization 93.4% ICU Level of Service F Analysis Period(min) 15 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: 7:Great Pond Road(Route 133)/Casa Blanca Driveway&Osgood Street(Route 125) '02, 06 t08 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 14 8: Osgood Street (Route 125) & Sutton Street Lanes, Volumes, Timings Existing(Roadway Peak)AM Lane Configurations Traffic Volume(vph) 441 31 55 373 890 943 Future Volume(vph) 441 31 55 373 890 943 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 16 11 11 12 16 Storage Length(ft) 100 100 0 125 Storage Lanes 2 0 0 1 Taper Length(ft) 100 25 Lane Util. Factor 0.97 1.00 0.95 0.95 0.95 1.00 Frt 0.850 0.850 FIt Protected 0.950 0.994 Satd. Flow(prot) 3351 1794 0 3352 3539 1812 FIt Permitted 0.950 0.749 Satd. Flow(perm) 3351 1794 0 2526 3539 1812 Right Turn on Red Yes Yes Satd. Flow(RTOR) 34 649 Link Speed(mph) 30 40 40 Link Distance(ft) 935 989 1424 Travel Time(s) 21.3 16.9 24.3 Peak Hour Factor 0.90 0.90 0.87 0.87 0.95 0.95 Heavy Vehicles 1% 2% 0% 4% 2% 1% Adj. Flow(vph) 490 34 63 429 937 993 Shared Lane Traffic(%) Lane Group Flow(vph) 490 34 0 492 937 993 Turn Type Prot Free Perm NA NA Free Protected Phases 7 2 6 Permitted Phases Free 2 Free Detector Phase 7 2 2 6 Switch Phase Minimum Initial(s) 8.0 10.0 10.0 10.0 Minimum Split(s) 14.0 16.0 16.0 16.0 Total Split(s) 31.0 36.0 36.0 36.0 Total Split(%) 46.3% 53.7% 53.7% 53.7% Maximum Green(s) 25.0 30.0 30.0 30.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None Min Min Min Act Effct Green(s) 12.2 42.3 17.7 17.7 42.3 Actuated g/C Ratio 0.29 1.00 0.42 0.42 1.00 v/c Ratio 0.51 0.02 0.47 0.63 0.55 Control Delay 15.2 0.0 10.8 12.1 1.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 15.2 0.0 10.8 12.1 1.2 LOS B A B B A North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 15 8: Osgood Street (Route 125) & Sutton Street Lanes, Volumes, Timings Existing(Roadway Peak)AM Approach Delay 14.2 10.8 6.5 Approach LOS B B A Queue Length 50th(ft) 48 0 40 83 0 Queue Length 95th(ft) 101 0 82 161 0 Internal Link Dist(ft) 855 909 1344 Turn Bay Length(ft) 100 100 125 Base Capacity(vph) 2050 1794 1854 2597 1812 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn © 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.24 0.02 0.27 0.36 0.55 111111 Area Type: Other Cycle Length:67 Actuated Cycle Length:42.3 Natural Cycle:40 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.63 Intersection Signal Delay:8.6 Intersection LOS:A Intersection Capacity Utilization 64.1% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 8:Osgood Street(Route 125)&Sutton Street 2 06 07 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 16 9: Osgood Street (Route 125) & 1600 Osgood St North Driveway 2 Lanes, Volumes, Timings Existing(Roadway Peak)AM Lane Configurations +'+ 0 Traffic Volume(vph) 2 5 22 273 1607 116 Future Volume(vph) 2 5 22 273 1607 116 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 12 12 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.910 0.990 Flt Protected 0.984 0.996 Satd. Flow(prot) 1147 0 0 3225 3541 0 Flt Permitted 0.984 0.996 Satd. Flow(perm) 1147 0 0 3225 3541 0 Link Speed(mph) 25 40 40 Link Distance(ft) 295 1159 381 Travel Time(s) 8.0 19.8 6.5 Peak Hour Factor 0.80 0.80 0.90 0.90 0.89 0.89 Heavy Vehicles 26% 52% 5% 8% 1% 0% Adj. Flow(vph) 3 6 24 303 1806 130 Shared Lane Traffic(%) Lane Group Flow(vph) 9 0 0 327 1936 0 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 58.1% ICU Level of Service B Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 17 9: Osgood Street (Route 125) & 1600 Osgood St North Driveway 2 H C M 6th TWSC Existing(Roadway Peak)AM 11111111Mr, Int Delay,s/veh 0.5 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +'+ 0 Traffic Vol,veh/h 2 5 22 273 1607 116 Future Vol,veh/h 2 5 22 273 1607 116 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 90 90 89 89 Heavy Vehicles,% 26 52 5 8 1 0 Mvmt Flow 3 6 24 303 1806 130 MW Conflicting Flow All 2071 968 1936 0 - 0 Stage 1 1871 - - - - - Stage 2 200 - - - - - Critical Hdwy 7.32 7.94 4.2 - - - Critical Hdwy Stg 1 6.32 - - - - - Critical Hdwy Stg 2 6.32 - - - - - Follow-up Hdwy 3.76 3.82 2.25 - - - Pot Cap-1 Maneuver 35 178 288 - - - Stage 1 82 - - - - - Stage 2 747 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 32 178 288 - - - Mov Cap-2 Maneuver 32 - - - - - Stage 1 74 - - - - - Stage 2 747 - - - - - N ffim HCM Control Delay,s 57.7 2.1 0 HCM LOS F MWjjI i �Ii Capacity(veh/h) 288 - 77 - - HCM Lane V/C Ratio 0.085 - 0.114 - - HCM Control Delay(s) 18.7 0.8 57.7 - - HCM Lane LOS C A F - - HCM 95th%tile Q(veh) 0.3 - 0.4 - - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 18 10: Osgood Street (Route 125) & 1600 Osgood St South Driveway 1 Lanes, Volumes, Timings Existing(Roadway Peak)AM Lane Configurations +'+ 0 Traffic Volume(vph) 5 12 59 306 1576 31 Future Volume(vph) 5 12 59 306 1576 31 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 11 11 11 11 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.904 0.997 Flt Protected 0.986 0.992 Satd. Flow(prot) 1919 0 0 3244 3409 0 Flt Permitted 0.986 0.992 Satd. Flow(perm) 1919 0 0 3244 3409 0 Link Speed(mph) 25 40 40 Link Distance(ft) 329 254 1159 Travel Time(s) 9.0 4.3 19.8 Peak Hour Factor 0.80 0.80 0.89 0.89 0.86 0.86 Heavy Vehicles 0% 0% 0% 8% 2% 5% Adj. Flow(vph) 6 15 66 344 1833 36 Shared Lane Traffic(%) Lane Group Flow(vph) 21 0 0 410 1869 0 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 60.8% ICU Level of Service B Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 19 10: Osgood Street (Route 125) & 1600 Osgood St South Driveway 1 H C M 6th TWSC Existing(Roadway Peak)AM 11111111Mr, Int Delay,s/veh 1.4 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +'+ 0 Traffic Vol,veh/h 5 12 59 306 1576 31 Future Vol,veh/h 5 12 59 306 1576 31 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 89 89 86 86 Heavy Vehicles,% 0 0 0 8 2 5 Mvmt Flow 6 15 66 344 1833 36 MW Conflicting Flow All 2155 935 1869 0 - 0 Stage 1 1851 - - - - - Stage 2 304 - - - - - Critical Hdwy 6.8 6.9 4.1 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 42 271 327 - - - Stage 1 112 - - - - - Stage 2 728 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 32 271 327 - - - Mov Cap-2 Maneuver 32 - - - - - Stage 1 84 - - - - - Stage 2 728 - - - - - N ffim HCM Control Delay,s 60.9 4.5 0 HCM LOS F M 1 Jl yll U I 111101111 I'� Ill I Capacity(veh/h) 327 - 85 - - HCM Lane V/C Ratio 0.203 - 0.25 - - HCM Control Delay(s) 18.8 1.7 60.9 - - HCM Lane LOS C A F - - HCM 95th%tile Q(veh) 0.7 - 0.9 - - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 20 11: Main Street/North Main Street & Sutton Street Lanes, Volumes, Timings Existing(Roadway Peak)AM Lane Configurations Traffic Volume(vph) 4 410 214 299 608 6 215 8 241 6 11 1 Future Volume(vph) 4 410 214 299 608 6 215 8 241 6 11 1 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 12 12 12 15 15 15 Storage Length(ft) 0 75 100 0 0 100 0 0 Storage Lanes 0 1 1 0 0 1 0 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.999 0.850 0.994 FIt Protected 0.999 0.950 0.954 0.983 Satd. Flow(prot) 0 1799 1531 1728 1798 0 0 1795 1599 0 1843 0 FIt Permitted 0.994 0.313 0.717 0.886 Satd. Flow(perm) 0 1790 1531 569 1798 0 0 1349 1599 0 1661 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 165 1 271 1 Link Speed(mph) 30 30 30 30 Link Distance(ft) 400 519 726 320 Travel Time(s) 9.1 11.8 16.5 7.3 Peak Hour Factor 0.87 0.87 0.87 0.93 0.93 0.93 0.89 0.89 0.89 0.80 0.80 0.80 Heavy Vehicles 0% 2% 2% 1% 2% 6% 1% 0% 1% 0% 13% 67% Adj. Flow(vph) 5 471 246 322 654 6 242 9 271 8 14 1 Shared Lane Traffic(%) Lane Group Flow(vph) 0 476 246 322 660 0 0 251 271 0 23 0 Turn Type Perm NA Prot D.P+P NA Perm NA Prot Perm NA Protected Phases 2 2 1 12 4 4 4 Permitted Phases 2 2 4 4 Detector Phase 2 2 2 1 12 4 4 4 4 4 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 9.0 9.0 15.0 9.0 9.0 9.0 9.0 9.0 Total Split(s) 40.0 40.0 40.0 15.0 25.0 25.0 25.0 25.0 25.0 Total Split(%) 50.0% 50.0% 50.0% 18.8% 31.3% 31.3% 31.3% 31.3% 31.3% Maximum Green(s) 35.0 35.0 35.0 10.0 20.0 20.0 20.0 20.0 20.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min Min None None None None None None Act Effct Green(s) 28.0 28.0 38.3 43.5 16.9 16.9 16.9 Actuated g/C Ratio 0.40 0.40 0.54 0.62 0.24 0.24 0.24 v/c Ratio 0.67 0.35 0.68 0.60 0.78 0.46 0.06 Control Delay 22.9 6.8 15.6 11.3 44.8 6.3 22.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 22.9 6.8 15.6 11.3 44.8 6.3 22.4 LOS C A B B D A C North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 21 11: Main Street/North Main Street & Sutton Street Lanes, Volumes, Timings Existing(Roadway Peak)AM Approach Delay 17.4 12.7 24.8 22.4 Approach LOS B B C C Queue Length 50th(ft) 176 23 66 174 ill 0 8 Queue Length 95th(ft) 260 62 #109 268 #222 54 23 Internal Link Dist(ft) 320 439 646 240 Turn Bay Length(ft) 75 100 100 Base Capacity(vph) 912 861 477 1309 392 657 484 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.52 0.29 0.68 0.50 0.64 0.41 0.05 111111 Area Type: Other Cycle Length:80 Actuated Cycle Length:70.7 Natural Cycle:60 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.78 Intersection Signal Delay: 17.1 Intersection LOS: B Intersection Capacity Utilization 85.7% ICU Level of Service E Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 11: Main Street/North Main Street&Sutton Street I 'A TOO T "2- 0 O 1111 4 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 22 12: Main Street & Waverly Road Lanes, Volumes, Timings Existing(Roadway Peak)AM Lane Configurations +T T+ Traffic Volume(vph) 228 56 37 265 274 267 Future Volume(vph) 228 56 37 265 274 267 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 15 15 14 14 Storage Length(ft) 0 33 0 0 Storage Lanes 1 1 0 0 Taper Length(ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.933 FIt Protected 0.950 0.994 Satd. Flow(prot) 1770 1568 0 2039 1854 0 FIt Permitted 0.950 0.994 Satd. Flow(perm) 1770 1568 0 2039 1854 0 Link Speed(mph) 30 30 30 Link Distance(ft) 468 615 726 Travel Time(s) 10.6 14.0 16.5 Peak Hour Factor 0.90 0.90 0.97 0.97 0.95 0.95 Heavy Vehicles 2% 3% 1% 2% 2% 2% Adj. Flow(vph) 253 62 38 273 288 281 Shared Lane Traffic(%) Lane Group Flow(vph) 253 62 0 311 569 0 Sign Control Stop Free Free �I�NO I 1611)1" NMI�ifi�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIII1111111" Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 64.4% ICU Level of Service C Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 23 12: Main Street & Waverly Road H C M 6th TWSC Existing(Roadway Peak)AM 11111111Mr, Int Delay,s/veh 9 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +' T+ Traffic Vol,veh/h 228 56 37 265 274 267 Future Vol,veh/h 228 56 37 265 274 267 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 33 - - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 90 90 97 97 95 95 Heavy Vehicles,% 2 3 1 2 2 2 Mvmt Flow 253 62 38 273 288 281 MW Conflicting Flow All 778 429 569 0 - 0 Stage 1 429 - - - - - Stage 2 349 - - - - - Critical Hdwy 6.42 6.23 4.11 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.327 2.209 - - - Pot Cap-1 Maneuver 365 624 1008 - - - Stage 1 657 - - - - - Stage 2 714 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 349 624 1008 - - - Mov Cap-2 Maneuver 349 - - - - - Stage 1 628 - - - - - Stage 2 714 - - - - - N ffim HCM Control Delay,s 33 1.1 0 HCM LOS D M 1 Jl yll U I 111101111 11 I'� Ill I� ' � �' 1 ui 10' II III � �' �� �' Capacity(veh/h) 1008 - 349 624 - - HCM Lane V/C Ratio 0.038 - 0.726 0.1 - - HCM Control Delay(s) 8.7 0 38.3 114 - - HCM Lane LOS A A E B - - HCM 95th%tile Q(veh) 0.1 - 5.5 03 - - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 24 13: Chickering Road (Route 125)/Osgood Street (Route 125) & Colgate Drive/Osgood Street Lanes, Volumes, Timings Existing(Roadway Peak)AM Lane Configurations Traffic Volume(vph) 1 3 6 1 0 130 1 295 1 312 533 0 Future Volume(vph) 1 3 6 1 0 130 1 295 1 312 533 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 13 13 13 13 13 13 13 13 13 13 13 13 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.921 0.866 Flt Protected 0.996 0.982 Satd. Flow(prot) 0 1801 0 0 1605 0 0 1906 0 0 1883 0 Flt Permitted 0.996 0.982 Satd. Flow(perm) 0 1801 0 0 1605 0 0 1906 0 0 1883 0 Link Speed(mph) 30 40 30 40 Link Distance(ft) 536 579 500 605 Travel Time(s) 12.2 9.9 11.4 10.3 Peak Hour Factor 0.83 0.83 0.83 0.94 0.94 0.94 0.80 0.80 0.80 0.86 0.86 0.86 Heavy Vehicles 0% 0% 0% 0% 0% 6% 0% 3% 0% 3% 2% 0% Adj. Flow(vph) 1 4 7 1 0 138 1 369 1 363 620 0 Shared Lane Traffic(%) Lane Group Flow(vph) 0 12 0 0 139 0 0 371 0 0 983 0 Sign Control Stop Stop Free Free �I��6111111,I�III IN#NMI Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 79.2% ICU Level of Service D Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 25 13: Chickering Road (Route 125)/Osgood Street (Route 125) & Colgate Drive/Osgood Street H C M 6th TWSC Existing(Roadway Peak)AM 11111111Mr, Int Delay,s/veh 3.9 II a II al �Jlll i i u i W" 1111il NJ WIffir IIIIIINVOWN Lane Configurations 4� 4� 4� Traffic Vol,veh/h 1 3 6 1 0 130 1 295 1 312 533 0 Future Vol,veh/h 1 3 6 1 0 130 1 295 1 312 533 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 83 83 83 94 94 94 80 80 80 86 86 86 Heavy Vehicles,% 0 0 0 0 0 6 0 3 0 3 2 0 Mvmt Flow 1 4 7 1 0 138 1 369 1 363 620 0 M ���1 Ill 0� NI,' �INN Conflicting Flow All 1787 1718 620 1724 1718 370 620 0 0 370 0 0 Stage 1 1346 1346 - 372 372 - - - - - - - Stage 2 441 372 - 1352 1346 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 65 6.26 4.1 - - 4.13 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 55 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.354 2.2 - - 2.227 - - Pot Cap-1 Maneuver 64 91 492 71 91 667 970 - - 1183 - - Stage 1 189 222 - 653 622 - - - - - - - Stage 2 599 622 - 187 222 - - - - - - - Platoon blocked,% - - - - Mov Cap-1 Maneuver 32 48 492 42 48 667 970 - - 1183' - - Mov Cap-2 Maneuver 32 48 - 42 48 - - - - - - - Stage 1 189 118 - 652 621 - - - - - - Stage 2 474 621 - 95 118 - - - - - - - N ffim HCM Control Delay,s 48.9 12.8 0 3.5 HCM LOS E B II 111 U 11 � I 11111 01111161111mil WjjI X/1111110 W/ 1401 � Maui y ii �iui ii i y i 1111 Capacity(veh/h) 970 - - 94 599 1183 - - HCM Lane V/C Ratio 0.001 - - 0.128 0.233 0.307 - - HCM Control Delay(s) 8.7 0 - 48.9 12.8 9.4 0 - HCM Lane LOS A A - E B A A - HCM 95th%tile Q(veh) 0 - - 0.4 0.9 1.3 - - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 26 14: High Street/Poor Street & Sutton Street Lanes, Volumes, Timings Existing(Roadway Peak)AM Lane Configurations Traffic Volume(vph) 0 437 0 108 784 0 0 1 32 0 0 1 Future Volume(vph) 0 437 0 108 784 0 0 1 32 0 0 1 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 13 13 13 14 14 14 9 9 9 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.868 0.865 Flt Protected 0.994 Satd. Flow(prot) 0 2111 0 0 1932 0 0 1759 0 0 1479 0 Flt Permitted 0.994 Satd. Flow(perm) 0 2111 0 0 1932 0 0 1759 0 0 1479 0 Link Speed(mph) 30 30 30 30 Link Distance(ft) 243 509 91 330 Travel Time(s) 5.5 11.6 2.1 7.5 Peak Hour Factor 0.81 0.81 0.81 0.91 0.91 0.91 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles 0% 2% 0% 1% 1% 2% 0% 0% 0% 0% 0% 0% Adj. Flow(vph) 0 540 0 119 862 0 0 1 40 0 0 1 Shared Lane Traffic(%) Lane Group Flow(vph) 0 540 0 0 981 0 0 41 0 0 1 0 Sign Control Free Free Stop Stop Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 83.6% ICU Level of Service E Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 27 14: High Street/Poor Street & Sutton Street HCM 6th TWSC Existing(Roadway Peak)AM 11111111Mr, Int Delay,s/veh 1.1 II a II al �Jlll i i u i 1111111110 W" 1111il a ii WIffir 111111MINKI Mr, i i i i i y ui y i ui Lane Configurations +' 4� 4� 4� Traffic Vol,veh/h 0 437 0 1`08 784 0 0 1 32 0 0 1 Future Vol,veh/h 0 437 0 108 784 0 0 1 32 0 0 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 81 81 81 91 91 91 80 80 80 80 80 80 Heavy Vehicles,% 0 2 0 1 1 2 0 0 0 0 0 0 Mvmt Flow 0 540 0 119 862 0 0 1 40 0 0 1 Conflicting Flow All 862 0 - 540 0 0 1641 1640 540 1661 1640 862 Stage 1 - - - - - - 540 540 - 1100 1100 - Stage 2 - - - - - - 1101 1100 - 561 540 - Critical Hdwy 4.1 - - 411 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 ; 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.209 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 789 - 0 1034 - - 81 ; 101 546 78 101 358 Stage 1 - - 0 - - - 530 524 - 260 290 - Stage 2 - - 0 - - - 259 290 - 516 524 - Platoon blocked,% - - - Mov Cap-1 Maneuver 789 - - 1034 - - 67 79 546 59 79 358 Mov Cap-2 Maneuver - - - - - - 67 79 - 59 79 - Stage 1 - - - - - - 530 524 - 260 226 - Stage 2 - - - - - - 201 226 - 477 524 - N ffim HCM Control Delay,s 0 1.1 13.5 15.1 HCM LOS B C i Capacity(veh/h) 463 789 - 1034 - - 358 HCM Lane V/C Ratio 0.089 - - 0.115 - - 0.003 HCM Control Delay(s) 13.5 0 - 89 0 - 15.1 HCM Lane LOS B A - A A - C HCM 95th%tile Q(veh) 0.3 0 - 04 - - 0 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 28 15: High Street & Chadwick Street Lanes, Volumes, Timings Existing(Roadway Peak)AM Lane Configurations Traffic Volume(vph) 0 30 74 9 49 3 28 30 3 2 106 0 Future Volume(vph) 0 30 74 9 49 3 28 30 3 2 106 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 15 15 15 16 16 16 16 16 16 12 12 12 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.904 0.993 0.993 Flt Protected 0.993 0.978 0.999 Satd. Flow(prot) 0 1889 0 0 2123 0 0 2091 0 0 1880 0 Flt Permitted 0.993 0.978 0.999 Satd. Flow(perm) 0 1889 0 0 2123 0 0 2091 0 0 1880 0 Link Speed(mph) 30 30 30 30 Link Distance(ft) 255 496 276 91 Travel Time(s) 5.8 11.3 6.3 2.1 Peak Hour Factor 0.81 0.81 0.81 0.80 0.80 0.80 0.80 0.80 0.80 0.91 0.91 0.91 Heavy Vehicles 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 1% 0% Adj. Flow(vph) 0 37 91 11 61 4 35 38 4 2 116 0 Shared Lane Traffic(%) Lane Group Flow(vph) 0 128 0 0 76 0 0 77 0 0 118 0 Sign Control Stop Stop Stop Stop �I��6111111,I�III IN#NMI Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 26.6% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 29 15: High Street & Chadwick Street HCM 6th AWSC Existing(Roadway Peak)AM 11111111Mr, Intersection Delay,s/veh 8 Intersection LOS A M��01�01�� *11 1!,W1, Lane Configurations Traffic Vol,veh/h 0 30 74 9 49 3 28 30 3 2 106 0 Future Vol,veh/h 0 30 74 9 49 3 28 30 3 2 106 0 Peak Hour Factor 0.81 0.81 081 0.80 0.80 0.80 0.80 0.80 0.80 0.91 0.91 0.91 Heavy Vehicles,% 0 0 0 0 0 0 0 0 0 0 1 0 Mvmt Flow 0 37 91 11 61 4 35 38 4 2 116 0 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 N 111)111J)J111 J1NJ� 11 i i ui I J i i uiii Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 7.7 8 8 8.2 HCM LOS A A A A Vol Left,% 46% 0% 15% 2% Vol Thru,% 49'% 29% 80% 98% Vol Right,% 5% 71% 5% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 61 104 61 108 LT Vol 28 0 9 2 Through Vol 30 30 49 106 RT Vol 3 74 3 0 Lane Flow Rate 76 128 76 119 Geometry Grp 1 1 1 1 Degree of Util(X) 0.096 0.143 0.095 0.146 Departure Headway(Hd) 4.539 401 4.482 4.434 Convergence,Y/N Yes Yes Yes Yes Cap 791 896 801 811 Service Time 2.558 2.026 2.501 2.452 HCM Lane V/C Ratio 0.096 0.143 0.095 0.147 HCM Control Delay 8 7.7 8 8.2 HCM Lane LOS A A A A HCM 95th-tile Q 0.3 0.5 0.3 0.5 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 30 16: Chadwick Street & Sutton Street Lanes, Volumes, Timings Existing(Roadway Peak)AM i Lane Configurations ' Traffic Volume(vph) 437 104 0 785 77 0 Future Volume(vph) 437 104 0 785 77 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.974 At Protected 0.950 Satd. Flow(prot) 1821 0 0 1881 1805 0 Flt Permitted 0.950 Satd. Flow(perm) 1821 0 0 1881 1805 0 Link Speed(mph) 30 30 30 Link Distance(ft) 1208 243 255 Travel Time(s) 27.5 5.5 5.8 Peak Hour Factor 0.81 0.81 091 0.91 0.80 0.80 Heavy Vehicles(%) 2% 0% 0% 1% 0% 0% Adj. Flow(vph) 540 128 0 863 96 0 Shared Lane Traffic(%) Lane Group Flow(vph) 668 0 0 863 96 0 Sign Control Free Free Stop Area Type: Other Control Type: Unsignalzed Intersection Capacity Utilization 52.2% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 31 16: Chadwick Street & Sutton Street H C M 6th TWSC Existing(Roadway Peak)AM 11111111Mr, Int Delay,s/veh 4.2 II u Lane Configurations ' Traffic Vol,veh/h 437 104 0 785 77 0 Future Vol,veh/h 437 104 0 785 77 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 81 81 91 91 80 80 Heavy Vehicles,% 2 0 0 1 0 0 Mvmt Flow 540 128 0 863 96 0 Conflicting Flow All 0 0 668 0 1467 604 Stage 1 - - - - 604 - Stage 2 - - - - 863 - Critical Hdwy - - 4.1 - 64 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 54 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 931 - 142 502 Stage 1 - - - - 550 - Stage 2 - - - - 416 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 931 - 142 502 Mov Cap-2 Maneuver - - - - 142 - Stage 1 - - - - 550 - Stage 2 - - - - 416 - N ffim HCM Control Delay,s 0 0 718 HCM LOS F M W'110'01 i �Ii Capacity(veh/h) 142 - - 931 - HCM Lane V/C Ratio 0.678 - - - - HCM Control Delay(s) 71.8 - - 0 - HCM Lane LOS F - - A - HCM 95th%tile Q(veh) 3.8 - - 0 - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 32 17: Boston Road (Route 125)/Knipe Road (Route 125) & Cross Road & Boston Road Lanes, Volumes, Timings Existing(Roadway Peak)AM t 4r Lane Configurations 4M 4M Traffic Volume(vph) 28 371 28 7 1743 1 4 5 47 85 1 15 Future Volume(vph) 28 371 28 7 1743 1 4 5 47 85 1 15 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 15 15 15 15 15 15 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.990 0.887 0.978 Flt Protected 0.997 0.992 0.960 Satd. Flow(prot) 0 3235 0 0 3418 0 0 1782 0 1908 0 0 Flt Permitted 0.997 0.992 0.960 Satd. Flow(perm) 0 3235 0 0 3418 0 0 1782 0 1908 0 0 Link Speed(mph) 35 35 30 30 Link Distance(ft) 680 910 593 719 Travel Time(s) 13.2 17.7 13.5 16.3 Peak Hour Factor 0.92 0.92 0.92 0.87 0.87 0.87 0.82 0.82 0.82 0.90 0.90 0.90 Heavy Vehicles 4% 7% 2% 24% 2% 0% 0% 8% 3% 3% 0% 2% Adj. Flow(vph) 30 403 30 8 2003 1 5 6 57 94 1 17 Shared Lane Traffic(%) Lane Group Flow(vph) 0 463 0 0 2012 0 0 68 0 112 0 0 Sign Control Free Free Stop Stop �I��6111111,I�III IN#NMI Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 33 17: Boston Road (Route 125)/Knipe Road (Route 125) & Cross Road & Boston Road HCM 6th TWSC Existing(Roadway Peak)AM 11111111Mr, Int Delay,s/veh 32.9 II II a r�al �Jlll �� i i i i WNIIIIII u Lane Configurations ' ' Traffic Vol,veh/h 28 371 28 7 1743 1 5 47 85 1 Future Vol,veh/h 28 371 28 7 1743 1 5 47 85 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop RT Channelized None - None - None Storage Length - - - - - - 0 - 0 - Veh in Median Storage,# - 0 - - 0 - 0 - 0 - Grade,% - 0 - - 0 - 0 - 0 - Peak Hour Factor 92 92 92 87 87 87 82 82 90 90 Heavy Vehicles,% 4 7 2 24 2 0 8 3 3 0 Mvmt Flow 30 403 30 8 2003 1 6 57 94 1 Conflicting Flow All 2004 0 0 433 0 0 2282 1002 1499 217 Stage 1 - - - - - - 2020 - 478 - Stage 2 - - - - - - 262 - 1021 - Critical Hdwy 4.18 - - 458 - - 7.5 6.96 7.56 6.94 Critical Hdwy Stg 1 - - - - - - 6.5 - 6.56 - Critical Hdwy Stg 2 - - - - - - 6.5 - 6.56 - Follow-up Hdwy 2.24 - - 2.44 - - 3.5 3.33 3.53 3.32 Pet Cap-1 Maneuver 274 - - 981 - - 22 239 -84 787 Stage 1 - - - - - - 61 - 535 - Stage 2 - - - - - - 726 - 251 - Platoon blocked,% - - - - Mov Cap-1 Maneuver 274 - - 981 - - 19 239 -45 787 Mov Cap-2 Maneuver - - - - - - 19 - -45 - Stage 1 - - - - - - 52 - 457 Stage 2 - - - - - - 606 - 178 - N ffim HCM Control Delay,s 2.3 0 125.2 $693.3 HCM LOS F F II 111 Ull � I 11111011111 I�� II)I� i i �i � uu ii i uiJ� I ��� 1i�IIIIIIN Capacity(veh/h) 274 - - 88 981 - - 52 HCM Lane V/C Ratio 0.111 - - 0.776 0.008 - - 2.137 HCM Control Delay(s) 19.8 1.2 - 1252 8.7 0 $693.3 HCM Lane LOS C A - F A A - F HCM 95th%tile Q(veh) 0.4 - - 4 0 - - 11.1 Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 34 18: Boston Road (Route 125) & Farrwood Drive (North) Lanes, Volumes, Timings Existing(Roadway Peak)AM t Lane Configurations Y 0 Traffic Volume(vph) 12 67 360 2 25 1850 Future Volume(vph) 12 67 360 2 25 1850 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 15 15 11 11 11 11 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.885 0.999 Flt Protected 0.992 0.999 Satd. Flow(prot) 1804 0 3171 0 0 3385 Flt Permitted 0.992 0.999 Satd. Flow(perm) 1804 0 3171 0 0 3385 Link Speed(mph) 30 35 35 Link Distance(ft) 512 1354 680 Travel Time(s) 11.6 26.4 13.2 Peak Hour Factor 0.80 0.80 0.92 0.92 0.88 0.88 Heavy Vehicles 0% 2% 10% 0% 2% 3% Adj. Flow(vph) 15 84 391 2 28 2102 Shared Lane Traffic(%) Lane Group Flow(vph) 99 0 393 0 0 2130 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 76.7% ICU Level of Service D Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 35 18: Boston Road (Route 125) & Farrwood Drive (North) HCM 6th TWSC Existing(Roadway Peak)AM 11111111Mr, Int Delay,s/veh 0.7 II WN 11111/111 ll> u Lane Configurations Y 0 Traffic Vol,veh/h 12 67 360 2 25 1850 Future Vol,veh/h 12 67 360 2 25 1850 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 80 80 92 92 88 88 Heavy Vehicles,% 0 2 10 0 2 3 Mvmt Flow 15 84 391 2 28 2102 I Conflicting Flow All 1499 197 0 0 393 0 Stage 1 392 - - - - - Stage 2 1107 - - - - - Critical Hdwy 6.8 6.94 - - 4.14 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.32 - - 2.22 - Pot Cap-1 Maneuver 115 811 - - 1162 - Stage 1 658 - - - - - Stage 2 282 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 115 811 - - 1162 - Mov Cap-2 Maneuver 115 - - - - - Stage 1 658 - - - - - Stage 2 282 - - - - - HCM Control Delay,s 16.1 0 01 HCM LOS C M 1 Jl yll U I 111101111 I'� Ill I� ' °�' a �"�' Capacity(veh/h) - - 423 1162 - HCM Lane V/C Ratio - - 0.233 0.024 - HCM Control Delay(s) - - 16.1 82 0 HCM Lane LOS - - C A A HCM 95th%tile Q(veh) - - 0.9 0.1 - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 36 19: Boston Road (Route 125) & Farrwood Drive (South) Lanes, Volumes, Timings Existing(Roadway Peak)AM t Lane Configurations Traffic Volume(vph) 58 33 329 8 17 1845 Future Volume(vph) 58 33 329 8 17 1845 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 15 15 11 11 11 11 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.951 0.996 Flt Protected 0.969 Satd. Flow(prot) 1926 0 3167 0 0 3386 Flt Permitted 0.969 Satd. Flow(perm) 1926 0 3167 0 0 3386 Link Speed(mph) 30 35 35 Link Distance(ft) 1050 202 1354 Travel Time(s) 23.9 3.9 26.4 Peak Hour Factor 0.80 0.80 0.94 0.94 0.91 0.91 Heavy Vehicles 0% 0% 10% 0% 10% 3% Adj. Flow(vph) 73 41 350 9 19 2027 Shared Lane Traffic(%) Lane Group Flow(vph) 114 0 359 0 0 2046 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 74.8% ICU Level of Service D Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 37 19: Boston Road (Route 125) & Farrwood Drive (South) HCM 6th TWSC Existing(Roadway Peak)AM 11111111Mr, Int Delay,s/veh 2.3 II WN 11111111 ll> u Lane Configurations Y 0 Traffic Vol,veh/h 58 33 329 8 17 1845 Future Vol,veh/h 58 33 329 8 17 1845 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 80 80 94 94 91 91 Heavy Vehicles,% 0 0 10 0 10 3 Mvmt Flow 73 41 350 9 19 2027 I Conflicting Flow All 1407 180 0 0 359 0 Stage 1 355 - - - - - Stage 2 1052 - - - - - Critical Hdwy 6.8 6.9 - - 4.3 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.3 - Pot Cap-1 Maneuver 132 838 - - 1141 - Stage 1 686 - - - - - Stage 2 302 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 132 838 - - 1141 - Mov Cap-2 Maneuver 132 - - - - - Stage 1 686 - - - - - Stage 2 302 - - - - - HCM Control Delay,s 48.8 0 01 HCM LOS E M 1 Jl yll U I 11111 ����111 I'� Ill I� ' °�' a �"�' II I+� 111111111 Capacity(veh/h) - - 190 1141 - HCM Lane V/C Ratio - - 0.599 0.016 - HCM Control Delay(s) - - 48.8 82 0 HCM Lane LOS - - E A A HCM 95th%tile Q(veh) - - 3.3 0.1 - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 38 20: Osgood Street (Route 125)/Boston Road (Route 125) & Bradford Street Lanes, Volumes, Timings Existing(Roadway Peak)AM t Lane Configurations 0 Traffic Volume(vph) 278 10 151 1752 16 59 Future Volume(vph) 278 10 151 1752 16 59 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 15 15 Lane Util. Factor 0.95 0.95 0.95 0.95 1.00 1.00 Frt 0.995 0.894 Flt Protected 0.996 0.989 Satd. Flow(prot) 3210 0 0 3413 1834 0 Flt Permitted 0.996 0.989 Satd. Flow(perm) 3210 0 0 3413 1834 0 Link Speed(mph) 35 40 30 Link Distance(ft) 650 202 1063 Travel Time(s) 12.7 3.4 24.2 Peak Hour Factor 0.94 0.94 0.89 0.89 0.85 0.85 Heavy Vehicles 8% 13% 0% 2% 0% 1% Adj. Flow(vph) 296 11 170 1969 19 69 Shared Lane Traffic(%) Lane Group Flow(vph) 307 0 0 2139 88 0 Sign Control Free Free Stop Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 75.3% ICU Level of Service D Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 39 20: Osgood Street (Route 125)/Boston Road (Route 125) & Bradford Street HCM 6th TWSC Existing(Roadway Peak)AM 11111111Mr, Int Delay,s/veh 1.3 M�Wx� Lane Configurations 0 Traffic Vol,veh/h 278 10 151 1752 16 59 Future Vol,veh/h 278 10 151 1752 16 59 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 94 94 89 89 85 85 Heavy Vehicles,% 8 13 0 2 0 1 Mvmt Flow 296 11 170 1969 19 69 Conflicting Flow All 0 0 307 0 1627 154 Stage 1 - - - - 302 - Stage 2 - - - - 1325 - Critical Hdwy - - 4.1 - 68 6.92 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 58 - Follow-up Hdwy - - 2.2 - 3.5 3.31 Pot Cap-1 Maneuver - 1265 - 95 868 Stage 1 - - - - 730 - Stage 2 - - - - 216 - Platoon blocked,% - - - Mov Cap-1 Maneuver - 1265 - 95 868 Mov Cap-2 Maneuver - - - - 95 - Stage 1 - - - - 730 - Stage 2 - - - - 216 - N ffim I»,»»iy�� HCM Control Delay,s 0 0.7 20.7 HCM LOS C M 1 Jl�11 U I 111101111 1111mil WjjI W Capacity(veh/h) - - 317 1265 - HCM Lane V/C Ratio - - 0.278 0.134 - HCM Control Delay(s) - - 20.7 83 0 HCM Lane LOS - - C A A HCM 95th%tile Q(veh) - - 1.1 0.5 - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Roadway Peak).syn Page 40 2018 Existing P.M. (Roadway Peak-Hour) LA/VuA , V 1: Shelley Road/Ward Hill Avenue & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Roadway Peak)PM f Lane Configurations ' ' Traffic Volume(vph) 66 1314 68 141 737 59 308 4 76 122 15 0 Future Volume(vph) 66 1314 68 141 737 59 308 4 76 122 15 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 300 600 275 425 0 275 0 0 Storage Lanes 1 1 1 2 1 1 0 0 Taper Length(ft) 100 75 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.954 0.957 Satd. Flow(prot) 1770 3574 1553 1752 3539 1583 1698 1702 1583 0 1783 0 Flt Permitted 0.950 0.950 0.950 0.954 0.957 Satd. Flow(perm) 1770 3574 1553 1752 3539 1583 1698 1702 1583 0 1783 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 364 364 364 Link Speed(mph) 55 55 30 30 Link Distance(ft) 1096 1082 437 665 Travel Time(s) 13.6 13.4 9.9 15.1 Peak Hour Factor 0.91 0.91 0.91 0.96 0.96 0.96 0.87 0.87 0.87 0.80 0.80 0.80 Heavy Vehicles(%) 2°% 1% 4% 3°% 2% 2% 1% 8°% 2°% 2% 2% 2% Adj. Flow(vph) 73 1444 75 147 768 61 354 5 87 153 19 0 Shared Lane Traffic(%) 49% Lane Group Flow(vph) 73 1444 75 147 768 61 181 178 87 0 172 0 Turn Type Prot NA Free Prot NA Free Split NA Free Split NA Protected Phases 1 6 5 2 3 3 4 4 Permitted Phases Free Free Free Detector Phase 1 6 5 2 3 3 4 4 Switch Phase Minimum Initial(s) 6.0 12.0 6.0 12.0 6.0 6.0 6.0 6.0 Minimum Split(s) 13.0 19.0 13.0 19.0 12.0 12.0 12.0 12.0 Total Split(s) 17.0 35.0 17.0 35.0 22.0 22.0 16.0 16.0 Total Split(°%) 18.9%4 38.9°% 18.9% 38.9% 24.4% 24.4% 17.8°% 17.8% Maximum Green(s) 10.0 28.0 10.0 28.0 16.0 16.0 10.0 10.0 Yellow Time(s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Min None Min None None None None Act Effct Green(s) 10.3 28.0 87.4 9.7 30.3 87.4 13.6 13.6 87.4 10.0 Actuated g/C Ratio 0.12 0.32 1.00 0.11 0.35 1.00 0.16 0.16 1.00 0.11 v/c Ratio 0.35 1.26 005 0.76 0.63 0.04 0.69 0.67 0.05 0.84 Control Delay 41.4 152.8 0.1 63.9 28.4 0.1 48.9 48.1 0.1 73.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 41.4 152.8 0.1 63.9 28.4 0.1 48.9 48.1 0.1 73.4 LOS D F A E C A D D A E Approach Delay 140.5 32.0 39.0 73.4 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 1 1: Shelley Road/Ward Hill Avenue & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Roadway Peak)PM t Approach LOS F C D E Queue Length 50th(ft) 38 -547 0 81 202 0 101 98 0 96 Queue Length 95th(ft) 82 #691 0 #178 265 0 166 164 0 #176 Internal Link Dist(ft) 1016 1002 357 585 Turn Bay Length(ft) 300 600 275 425 275 Base Capacity(vph) 224 1146 1553 200 1270 1583 311 312 1583 204 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn © 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.33 1.26 0.05 0.73 0.60 0.04 0.58 0.57 0.05 0.84 11110 If Area Type: Other Cycle Length:90 Actuated Cycle Length:87.4 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.26 Intersection Signal Delay:89.4 Intersection LOS: F Intersection Capacity Utilization 75.0% ICU Level of Service D Analysis Period(min) 15 Description: MassDOT ID:0859 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: 1:Shelley RoadMard Hill Avenue&Industrial Avenue(Route 125 Connector) 02, 1 /*0"3 04 �00 5 t06 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 2 2: Industrial Avenue (Route 125 Connector) & Ward Hill Industrial Park Lanes, Volumes, Timings Existing(Roadway Peak)PM 1151-0 Lane Configurations Traffic Volume(vph) 40 894 1392 3 1 55 Future Volume(vph) 40 894 1392 3 1 55 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 12 14 16 16 Storage Length(ft) 250 175 0 0 Storage Lanes 1 1 1 0 Taper Length(ft) 100 25 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 Frt 0.850 0.867 FIt Protected 0.950 0.999 Satd. Flow(prot) 1805 3574 3574 1723 1865 0 FIt Permitted 0.950 0.999 Satd. Flow(perm) 1805 3574 3574 1723 1865 0 Right Turn on Red Yes Yes Satd. Flow(RTOR) 3 69 Link Speed(mph) 35 55 25 Link Distance(ft) 837 905 199 Travel Time(s) 16.3 11.2 5.4 Peak Hour Factor 0.89 0.89 0.89 0.89 0.80 0.80 Heavy Vehicles 0% 1% 1% 0% 0% 0% Adj. Flow(vph) 45 1004 1564 3 1 69 Shared Lane Traffic(%) Lane Group Flow(vph) 45 1004 1564 3 70 0 Turn Type Prot NA NA pt+ov Prot Protected Phases 5 2 6 64 4 Permitted Phases Detector Phase 5 2 6 6 4 Switch Phase Minimum Initial(s) 8.0 10.0 10.0 8.0 Minimum Split(s) 14.0 18.0 18.0 14.0 Total Split(s) 12.0 69.0 57.0 21.0 Total Split(%) 13.3% 76.7% 63.3% 23.3% Maximum Green(s) 6.0 61.0 49.0 15.0 Yellow Time(s) 4.0 5.0 5.0 4.0 All-Red Time(s) 2.0 3.0 3.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 8.0 8.0 6.0 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 2.0 2.0 2.0 2.0 Recall Mode None C-Min C-Min None Act Effct Green(s) 6.0 72.4 65.2 78.0 8.0 Actuated g/C Ratio 0.07 0.80 0.72 0.87 0.09 v/c Ratio 0.38 0.35 0.60 0.00 0.31 Control Delay 49.5 3.6 21.1 3.7 14.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 49.5 3.6 21.1 3.7 14.4 LOS D A C A B North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 3 2: Industrial Avenue (Route 125 Connector) & Ward Hill Industrial Park Lanes, Volumes, Timings Existing(Roadway Peak)PM 1151-0 Approach Delay 5.6 21.1 14.4 Approach LOS A C B Queue Length 50th(ft) 25 81 410 0 1 Queue Length 95th(ft) 59 103 488 ml 31 Internal Link Dist(ft) 757 825 119 Turn Bay Length(ft) 250 175 Base Capacity(vph) 120 2875 2589 1493 368 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn © 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.38 0.35 0.60 0.00 0.19 111111 Area Type: Other Cycle Length:90 Actuated Cycle Length:90 Offset:88(98%), Referenced to phase 2:SET and 6:NWT,Start of Green Natural Cycle:65 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.60 Intersection Signal Delay: 14.9 Intersection LOS: B Intersection Capacity Utilization 56.8% ICU Level of Service B Analysis Period(min) 15 Description: MassDOT ID: 1123 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: Industrial Avenue(Route 125 Connector)&Ward Hill Industrial Park 02 4L C4 05 V10 6 1 11111111mn North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 4 3: South Main Street (Route 125) & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Roadway Peak)PM t Lane Configurations Traffic Volume(vph) 932 0 255 472 544 362 Future Volume(vph) 932 0 255 472 544 362 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 0 275 Storage Lanes 2 1 2 1 Taper Length(ft) 25 25 Lane Util. Factor 0.97 1.00 0.95 1.00 0.97 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow(prot) 3467 0 3574 1583 3433 1568 Flt Permitted 0.950 0.950 Satd. Flow(perm) 3467 0 3574 1583 3433 1568 Right Turn on Red Yes Yes Satd. Flow(RTOR) 519 389 Link Speed(mph) 35 35 35 Link Distance(ft) 2268 1445 905 Travel Time(s) 44.2 28.1 17.6 Peak Hour Factor 0.96 0.96 0.91 0.91 0.93 0.93 Heavy Vehicles 1% 0% 1% 2% 2% 3% Adj. Flow(vph) 971 0 280 519 585 389 Shared Lane Traffic(%) Lane Group Flow(vph) 971 0 280 519 585 389 Turn Type Prot NA Free Prot Free Protected Phases 6 2 8 Permitted Phases Free Free Detector Phase 6 2 8 Switch Phase Minimum Initial(s) 10.0 10.0 10.0 Minimum Split(s) 16.0 16.0 16.0 Total Split(s) 36.0 21.0 33.0 Total Split(%) 40.0% 23.3% 36.7% Maximum Green(s) 30.0 15.0 27.0 Yellow Time(s) 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.5 3.5 3.5 Recall Mode None Min C-Min Act Effct Green(s) 28.7 12.2 90.0 31.1 90.0 Actuated g/C Ratio 0.32 0.14 1.00 0.35 1.00 v/c Ratio 0.88 0.58 0.33 0.49 0.25 Control Delay 35.9 41.2 0.6 22.4 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 35.9 41.2 0.6 22.4 0.4 LOS D D A C A Approach Delay 35.9 14.8 13.6 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 5 3: South Main Street (Route 125) & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Roadway Peak)PM Approach LOS D B B Queue Length 50th(ft) 263 80 0 86 0 Queue Length 95th(ft) #346 116 0 196 0 Internal Link Dist(ft) 2188 1365 825 Turn Bay Length(ft) 275 Base Capacity(vph) 1155 595 1583 1187 1568 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn © 0 0 0 0 Reduced v/c Ratio 0.84 0.47 0.33 0.49 0.25 11110 If Area Type: Other Cycle Length:90 Actuated Cycle Length:90 Offset:0(0%), Referenced to phase 8:SEL, Start of Green, Master Intersection Natural Cycle:60 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.88 Intersection Signal Delay:21.8 Intersection LOS:C Intersection Capacity Utilization 63.8% ICU Level of Service B Analysis Period(min) 15 Description: MassDOT ID:0667 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3:South Main Street(Route 125)&Industrial Avenue(Route 125 Connector) ) 06 02 08 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 6 4: Osgood Street (Route 125) & 1600 Osgood St North Driveway 1 Lanes, Volumes, Timings Existing(Roadway Peak)PM Lane Configurations Traffic Volume(vph) 33 23 13 1445 440 13 Future Volume(vph) 33 23 13 1445 440 13 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 11 11 11 11 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 1.00 Frt 0.944 0.850 Flt Protected 0.972 Satd. Flow(prot) 1664 0 0 3446 3388 1290 Flt Permitted 0.972 Satd. Flow(perm) 1664 0 0 3446 3388 1290 Link Speed(mph) 25 40 40 Link Distance(ft) 1470 381 1704 Travel Time(s) 40.1 6.5 29.0 Peak Hour Factor 0.80 0.80 0.93 0.93 0.97 0.97 Heavy Vehicles 6% 3% 32% 1% 3% 21% Adj. Flow(vph) 41 29 14 1554 454 13 Shared Lane Traffic(%) Lane Group Flow(vph) 70 0 0 1568 454 13 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 59.1% ICU Level of Service B Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 7 4: Osgood Street (Route 125) & 1600 Osgood St North Driveway 1 H C M 6th TWSC Existing(Roadway Peak)PM 11111111Mr, Int Delay,s/veh 1.5 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +'+ tt r Traffic Vol,veh/h 33 23 13 1445 440 13 Future Vol,veh/h 33 23 13 1445 440 13 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - 0 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 93 93 97 97 Heavy Vehicles,% 6 3 32 1 3 21 Mvmt Flow 41 29 14 1554 454 13 MW Conflicting Flow All 1259 227 467 0 - 0 Stage 1 454 - - - - - Stage 2 805 - - - - - Critical Hdwy 6.92 6.96 4.74 - - - Critical Hdwy Stg 1 5.92 - - - - - Critical Hdwy Stg 2 5.92 - - - - - Follow-up Hdwy 3.56 3.33 2.52 - - - Pot Cap-1 Maneuver 157 773 906 - - - Stage 1 595 - - - - - Stage 2 390 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 139 773 906 - - - Mov Cap-2 Maneuver 139 - - - - - Stage 1 528 - - - - - Stage 2 390 - - - - - N ffim HCM Control Delay,s 30.5 0.6 0 HCM LOS D M 1 Jl yll U I 111101111 I'� Ill I Capacity(veh/h) 906 - 210 - - HCM Lane V/C Ratio 0.015 - 0.333 - - HCM Control Delay(s) 9 0.5 30.5 - - HCM Lane LOS A A D - - HCM 95th%tile Q(veh) 0 - 1.4 - - North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 8 5: Osgood Street (Route 125\ & 1600 Osgood St South D Convenience Store Drivewc- [8Des Volumes, Timings Existing(Roadway Peak)PM �0- ^1219'Elm"1"M99'"A'" 209"'M' Lane Configurations +T *1� 4M *T+ Frt 0.850 0.904 0.987 0.850 Flow Flow Right Turn on Red Yes Yes Yes Yes 8atd Flow Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.90 0.80 0.86 0.88 0.86 Shared Lane Traffic(%) Lane Group Flow Turn Type Perm NA Prot Perm NA pm+pt NA Perm NA Prot Protected Phases 3 3 3 1 O 2 2 Detector Phase 3 3 3 3 3 1 O 2 2 2 Switch Phase Minimum Initial SplitTotal GreenMaximum All-Red Total Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None [-Min C-Min C-Min C-Min Control Delay 489 OO 38 50 40 03 Total Delay 409 00 38 50 40 03 Approach D | 280 38 50 39 Queue Length 50h(ft) 37 O O 128 77 O North Andover Redevelopment'RJS Langan 140182701 'Existing PM (RnodwoyPoaN.oyn Page 5: Osgood Street (Route 125) & 1600 Osgood St South Driveway 2/Raceway Convenience Store Drivewc- Lanes, Volumes, Timings Existing(Roadway Peak)PM 1219'Elm"1"M99'"A'" 209"'M, I ` Queue Length 95th(ft) 66 12 5 233 89 m0 Internal Link Dist(ft) 457 254 1091 174 Turn Bay Length(ft) Base Capacity(vph) 694 880 977 2636 2609 1042 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.10 0.07 0.05 0.55 0.24 0.02 Area Type: Other Cycle Length:90 Actuated Cycle Length:90 Offset;0(0%), Referenced to phase 2:SBTLand 6:NBTL Start of Green Natural Cycle:40 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.55 Intersection Signal Delay:5.9 Intersection LOS:A Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period(min) 15 Description: MassDOT ID: 1168 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5:Osgood Street(Route 125)&1600 Osgood St South Driveway 2/Raceway Convenience Store Driveway ,2F� � t06(R North Andover Redevelopment-RJS Langan 140182701 -Existing PM (Roadway Peak).syn Page 10 6: Osgood Street (Route 125) & Holt Road Lanes, Volumes, Timings Existing(Roadway Peak)PM Lane Configurations Traffic Volume(vph) 37 42 13 1254 594 16 Future Volume(vph) 37 42 13 1254 594 16 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 12 13 12 11 16 Storage Length(ft) 0 0 220 450 Storage Lanes 1 1 1 1 Taper Length(ft) 25 50 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 FIt Protected 0.950 0.950 Satd. Flow(prot) 2046 1553 1743 3574 3490 1538 FIt Permitted 0.950 0.950 Satd. Flow(perm) 2046 1553 1743 3574 3490 1538 Link Speed(mph) 35 40 40 Link Distance(ft) 2904 613 1171 Travel Time(s) 56.6 10.4 20.0 Peak Hour Factor 0.86 0.86 0.91 0.91 0.82 0.82 Heavy Vehicles 0% 4% 7% 1% 0% 19% Adj. Flow(vph) 43 49 14 1378 724 20 Shared Lane Traffic(%) Lane Group Flow(vph) 43 49 14 1378 724 20 Sign Control Stop Free Free �I�NO I 1611)1" NMI�ifi�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIII1111111" Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 44.7% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 11 6: Osgood Street (Route 125) & Holt Road H C M 6th TWSC Existing(Roadway Peak)PM 11111111Mr, Int Delay,s/veh 1.2 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations r ft tt r Traffic Vol,veh/h 37 42 13 1254 594 16 Future Vol,veh/h 37 42 13 1254 594 16 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Yield - None - Yield Storage Length 0 0 220 - - 450 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 86 86 91 91 82 82 Heavy Vehicles,% 0 4 7 1 0 19 Mvmt Flow 43 49 14 1378 724 20 MW Conflicting Flow All 1441 362 724 0 - 0 Stage 1 724 - - - - - Stage 2 717 - - - - - Critical Hdwy 6.8 6.98 4.24 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.34 2.27 - - - Pot Cap-1 Maneuver 126 629 842 - - - Stage 1 446 - - - - - Stage 2 450 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 124 629 842 - - - Mov Cap-2 Maneuver 124 - - - - - Stage 1 438 - - - - - Stage 2 450 - - - - - N ffim HCM Control Delay,s 28.8 0.1 0 HCM LOS D M 1 Jl yll U I 111101111 11 I'� Ill I� ' � �' 1 ui 10' II III � �' �� �' Capacity(veh/h) 842 - 124 629 - - HCM Lane V/C Ratio 0.017 - 0.347 0.078 - - HCM Control Delay(s) 9.3 - 48.7 112 - - HCM Lane LOS A - E B - - HCM 95th%tile Q(veh) 0.1 - 1.4 03 - - North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 12 7: Great Pond Road (Route 133)/Casa Blanca Driveway & Osgood Street (Route 125) Lanes, Volumes, Timings Existing(Roadway Peak)PM Lane Configurations ' 4 +T r Traffic Volume(vph) 14 1301 321 60 708 4 247 1 72 4 0 5 Future Volume(vph) 14 1301 321 60 708 4 247 1 72 4 0 5 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 16 11 11 11 16 16 16 16 16 16 Storage Length(ft) 0 110 0 0 0 75 0 0 Storage Lanes 0 1 0 0 0 1 0 0 Taper Length(ft) 25 25 25 100 Lane Util. Factor 0.95 0.95 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.999 0.850 0.926 Flt Protected 0.999 0.996 0.953 0.978 Satd. Flow(prot) 0 3452 1812 0 3441 0 0 2052 1794 0 1950 0 Flt Permitted 0.943 0.670 0.719 0.851 Satd. Flow(perm) 0 3259 1812 0 2314 0 0 1548 1794 0 1697 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 136 1 136 45 Link Speed(mph) 40 40 30 25 Link Distance(ft) 1424 1668 1320 365 Travel Time(s) 24.3 28.4 30.0 10.0 Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles(%) 0% 1% 1% 0% 1% 0% 0% 0% 2% 0% 0% 0% Adj. Flow(vph) 15 1399 345 65 770 4 309 1 90 5 0 6 Shared Lane Traffic(%) Lane Group Flow(vph) 0 1414 345 0 839 0 0 310 90 0 11 0 Turn Type Perm NA Free Perm NA Perm NA Free Perm NA Protected Phases 2 6 8 4 Permitted Phases 2 Free 6 8 Free 4 Detector Phase 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial(s) 10.0 10.0 10.0 10.0 5.0 5.0 5.0 5.0 Minimum Split(s) 16.0 16.0 16.0 16.0 11.0 11.0 11.0 11.0 Total Split(s) 41.0 41.0 41.0 41.0 31.0 31.0 31.0 31.0 Total Split(%) 56.9% 56.9% 56.9% 56.9% 43.1% 43.1% 43.1% 43.1% Maximum Green(s) 35.0 35.0 35.0 35.0 25.0 25.0 25.0 25.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min Min Min None None None None Act Effct Green(s) 31.0 60.7 31.0 17.3 60.7 17.3 Actuated g/C Ratio 0.51 1.00 0.51 0.29 1.00 0.29 v/c Ratio 0.85 0.19 0.71 0.71 0.05 0.02 Control Delay 20.1 0.2 16.3 29.7 0.1 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 20.1 0.2 16.3 29.7 0.1 0.1 LOS C A B C A A North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 13 7: Great Pond Road (Route 133)/Casa Blanca Driveway & Osgood Street (Route 125) Lanes, Volumes, Timings Existing(Roadway Peak)PM Approach Delay 16.2 16.3 23.0 0.1 Approach LOS B B C A Queue Length 50th(ft) 215 0 113 110 0 0 Queue Length 95th(ft) #434 0 221 160 0 0 Internal Link Dist(ft) 1344 1588 1240 285 Turn Bay Length(ft) 110 75 Base Capacity(vph) 1942 1812 1379 659 1794 748 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.73 0.19 0.61 0.47 0.05 0.01 111111 Area Type: Other Cycle Length:72 Actuated Cycle Length:60.7 Natural Cycle:55 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.85 Intersection Signal Delay: 17.1 Intersection LOS: B Intersection Capacity Utilization 93.2% ICU Level of Service F Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 7:Great Pond Road(Route 133)/Casa Blanca Driveway&Osgood Street(Route 125) 06 to's North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 14 8: Osgood Street (Route 125) & Sutton Street Lanes, Volumes, Timings Existing(Roadway Peak)PM Lane Configurations Traffic Volume(vph) 770 47 43 928 459 539 Future Volume(vph) 770 47 43 928 459 539 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 16 11 11 12 16 Storage Length(ft) 100 100 0 125 Storage Lanes 2 0 0 1 Taper Length(ft) 100 25 Lane Util. Factor 0.97 1.00 0.95 0.95 0.95 1.00 Frt 0.850 0.850 FIt Protected 0.950 0.998 Satd. Flow(prot) 3351 1830 0 3450 3574 1830 FIt Permitted 0.950 0.911 Satd. Flow(perm) 3351 1830 0 3149 3574 1830 Right Turn on Red Yes Yes Satd. Flow(RTOR) 52 550 Link Speed(mph) 30 40 40 Link Distance(ft) 935 989 1424 Travel Time(s) 21.3 16.9 24.3 Peak Hour Factor 0.90 0.90 0.92 0.92 0.98 0.98 Heavy Vehicles 1% 0% 0% 1% 1% 0% Adj. Flow(vph) 856 52 47 1009 468 550 Shared Lane Traffic(%) Lane Group Flow(vph) 856 52 0 1056 468 550 Turn Type Prot Free Perm NA NA Free Protected Phases 7 2 6 Permitted Phases Free 2 Free Detector Phase 7 2 2 6 Switch Phase Minimum Initial(s) 8.0 10.0 10.0 10.0 Minimum Split(s) 14.0 16.0 16.0 16.0 Total Split(s) 31.0 36.0 36.0 36.0 Total Split(%) 46.3% 53.7% 53.7% 53.7% Maximum Green(s) 25.0 30.0 30.0 30.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None Min Min Min Act Effct Green(s) 20.0 56.9 24.5 24.5 56.9 Actuated g/C Ratio 0.35 1.00 0.43 0.43 1.00 v/c Ratio 0.73 0.03 0.78 0.30 0.30 Control Delay 20.7 0.0 19.1 11.6 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 20.7 0.0 19.1 11.6 0.4 LOS C A B B A North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 15 8: Osgood Street (Route 125) & Sutton Street Lanes, Volumes, Timings Existing(Roadway Peak)PM Approach Delay 19.5 19.1 5.6 Approach LOS B B A Queue Length 50th(ft) 131 0 156 53 0 Queue Length 95th(ft) 207 0 252 91 0 Internal Link Dist(ft) 855 909 1344 Turn Bay Length(ft) 100 100 125 Base Capacity(vph) 1526 1830 1720 1953 1830 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn © 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.56 0.03 0.61 0.24 0.30 111111 Area Type: Other Cycle Length:67 Actuated Cycle Length:56.9 Natural Cycle:55 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.78 Intersection Signal Delay: 14.6 Intersection LOS: B Intersection Capacity Utilization 76.6% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 8:Osgood Street(Route 125)&Sutton Street 2 06 07 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 16 9: Osgood Street (Route 125) & 1600 Osgood St North Driveway 2 Lanes, Volumes, Timings Existing(Roadway Peak)PM Lane Configurations +'+ 0 Traffic Volume(vph) 94 38 7 1348 452 8 Future Volume(vph) 94 38 7 1348 452 8 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 12 12 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.961 0.997 Flt Protected 0.966 Satd. Flow(prot) 1688 0 0 3448 3517 0 Flt Permitted 0.966 Satd. Flow(perm) 1688 0 0 3448 3517 0 Link Speed(mph) 25 40 40 Link Distance(ft) 295 1159 381 Travel Time(s) 8.0 19.8 6.5 Peak Hour Factor 0.80 0.80 0.91 0.91 0.92 0.92 Heavy Vehicles 1% 1% 39% 1% 2% 21% Adj. Flow(vph) 118 48 8 1481 491 9 Shared Lane Traffic(%) Lane Group Flow(vph) 166 0 0 1489 500 0 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 56.3% ICU Level of Service B Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 17 9: Osgood Street (Route 125) & 1600 Osgood St North Driveway 2 H C M 6th TWSC Existing(Roadway Peak)PM 11111111Mr, Int Delay,s/veh 5.7 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +'+ 0 Traffic Vol,veh/h 94 38 7 1348 452 8 Future Vol,veh/h 94 38 7 1348 452 8 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 91 91 92 92 Heavy Vehicles,% 1 1 39 1 2 21 Mvmt Flow 118 48 8 1481 491 9 MW Conflicting Flow All 1253 250 500 0 - 0 Stage 1 496 - - - - - Stage 2 757 - - - - - Critical Hdwy 6.82 6.92 4.88 - - - Critical Hdwy Stg 1 5.82 - - - - - Critical Hdwy Stg 2 5.82 - - - - - Follow-up Hdwy 3.51 3.31 2.59 - - - Pot Cap-1 Maneuver 165 753 840 - - - Stage 1 580 - - - - - Stage 2 427 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 156 753 840 - - - Mov Cap-2 Maneuver 156 - - - - - Stage 1 549 - - - - - Stage 2 427 - - - - - N ffim HCM Control Delay,s 72.4 0.2 0 HCM LOS F MWjjI i �Ii Capacity(veh/h) 840 - 202 - - HCM Lane V/C Ratio 0.009 - 0.817 - - HCM Control Delay(s) 9.3 0.2 72.4 - - HCM Lane LOS A A F - - HCM 95th%tile Q(veh) 0 - 5.9 - - North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 18 10: Osgood Street (Route 125) & 1600 Osgood St South Driveway 1 Lanes, Volumes, Timings Existing(Roadway Peak)PM Lane Configurations +'+ 0 Traffic Volume(vph) 18 77 18 1322 487 5 Future Volume(vph) 18 77 18 1322 487 5 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 11 11 11 11 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.891 0.999 Flt Protected 0.990 0.999 Satd. Flow(prot) 1899 0 0 3452 3409 0 Flt Permitted 0.990 0.999 Satd. Flow(perm) 1899 0 0 3452 3409 0 Link Speed(mph) 25 40 40 Link Distance(ft) 329 254 1159 Travel Time(s) 9.0 4.3 19.8 Peak Hour Factor 0.80 0.80 0.89 0.89 0.95 0.95 Heavy Vehicles 0% 0% 0% 1% 2% 30% Adj. Flow(vph) 23 96 20 1485 513 5 Shared Lane Traffic(%) Lane Group Flow(vph) 119 0 0 1505 518 0 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 61.7% ICU Level of Service B Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 19 10: Osgood Street (Route 125) & 1600 Osgood St South Driveway 1 H C M 6th TWSC Existing(Roadway Peak)PM 11111111Mr, Int Delay,s/veh 1.3 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +'+ 0 Traffic Vol,veh/h 18 77 18 1322 487 5 Future Vol,veh/h 18 77 18 1322 487 5 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 89 89 95 95 Heavy Vehicles,% 0 0 0 1 2 30 Mvmt Flow 23 96 20 1485 513 5 MW Conflicting Flow All 1299 259 518 0 - 0 Stage 1 516 - - - - - Stage 2 783 - - - - - Critical Hdwy 6.8 6.9 4.1 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 156 746 1058 - - - Stage 1 570 - - - - - Stage 2 416 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 139 746 1058 - - - Mov Cap-2 Maneuver 139 - - - - - Stage 1 508 - - - - - Stage 2 416 - - - - - N ffim HCM Control Delay,s 17.4 0.5 0 HCM LOS C M 1 Jl yll U I 111101111 I'� Ill I Capacity(veh/h) 1058 - 408 - - HCM Lane V/C Ratio 0.019 - 0.291 - - HCM Control Delay(s) 8.5 0.4 17.4 - - HCM Lane LOS A A C - - HCM 95th%tile Q(veh) 0.1 - 1.2 - - North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 20 11: Main Street/North Main Street & Sutton Street Lanes, Volumes, Timings Existing(Roadway Peak)PM Lane Configurations Traffic Volume(vph) 3 588 265 250 526 8 239 6 349 10 14 5 Future Volume(vph) 3 588 265 250 526 8 239 6 349 10 14 5 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 12 12 12 15 15 15 Storage Length(ft) 0 75 100 0 0 100 0 0 Storage Lanes 0 1 1 0 0 1 0 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.998 0.850 0.978 FIt Protected 0.950 0.954 0.983 Satd. Flow(prot) 0 1835 1546 1745 1815 0 0 1776 1615 0 2009 0 FIt Permitted 0.998 0.173 0.704 0.868 Satd. Flow(perm) 0 1832 1546 318 1815 0 0 1311 1615 0 1774 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 144 2 367 6 Link Speed(mph) 30 30 30 30 Link Distance(ft) 400 519 726 320 Travel Time(s) 9.1 11.8 16.5 7.3 Peak Hour Factor 0.92 0.92 0.92 0.82 0.82 0.82 0.91 0.91 0.91 0.80 0.80 0.80 Heavy Vehicles 17% 0% 1% 0% 1% 0% 2% 4% 0% 0% 0% 0% Adj. Flow(vph) 3 639 288 305 641 10 263 7 384 13 18 6 Shared Lane Traffic(%) Lane Group Flow(vph) 0 642 288 305 651 0 0 270 384 0 37 0 Turn Type Perm NA Prot D.P+P NA Perm NA Prot Perm NA Protected Phases 2 2 1 12 4 4 4 Permitted Phases 2 2 4 4 Detector Phase 2 2 2 1 12 4 4 4 4 4 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 9.0 9.0 15.0 9.0 9.0 9.0 9.0 9.0 Total Split(s) 40.0 40.0 40.0 15.0 25.0 25.0 25.0 25.0 25.0 Total Split(%) 50.0% 50.0% 50.0% 18.8% 31.3% 31.3% 31.3% 31.3% 31.3% Maximum Green(s) 35.0 35.0 35.0 10.0 20.0 20.0 20.0 20.0 20.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min Min None None None None None None Act Effct Green(s) 32.6 32.6 42.7 47.8 18.5 18.5 18.5 Actuated g/C Ratio 0.43 0.43 0.56 0.63 0.24 0.24 0.24 v/c Ratio 0.82 0.39 0.83 0.57 0.85 0.57 0.09 Control Delay 30.0 9.1 34.4 11.0 54.2 7.4 20.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.0 9.1 34.4 11.0 54.2 7.4 20.9 LOS C A C B D A C North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 21 11: Main Street/North Main Street & Sutton Street Lanes, Volumes, Timings Existing(Roadway Peak)PM Approach Delay 23.6 18.5 26.7 20.9 Approach LOS C B C C Queue Length 50th(ft) 268 43 69 169 128 7 12 Queue Length 95th(ft) #453 98 #166 220 #256 75 30 Internal Link Dist(ft) 320 439 646 240 Turn Bay Length(ft) 75 100 100 Base Capacity(vph) 848 793 366 1201 346 697 474 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.76 0.36 0.83 0.54 0.78 0.55 0.08 111111 Area Type: Other Cycle Length:80 Actuated Cycle Length:76.4 Natural Cycle:70 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.85 Intersection Signal Delay:22.4 Intersection LOS:C Intersection Capacity Utilization 92.0% ICU Level of Service F Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 11: Main Street/North Main Street&Sutton Street I 'A TOO T "2- 0 O 1111 4 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 22 12: Main Street & Waverly Road Lanes, Volumes, Timings Existing(Roadway Peak)PM Lane Configurations +T 1� Traffic Volume(vph) 282 73 62 315 309 203 Future Volume(vph) 282 73 62 315 309 203 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 15 15 14 14 Storage Length(ft) 0 33 0 0 Storage Lanes 1 1 0 0 Taper Length(ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.946 FIt Protected 0.950 0.992 Satd. Flow(prot) 1787 1615 0 2053 1898 0 FIt Permitted 0.950 0.992 Satd. Flow(perm) 1787 1615 0 2053 1898 0 Link Speed(mph) 30 30 30 Link Distance(ft) 468 615 726 Travel Time(s) 10.6 14.0 16.5 Peak Hour Factor 0.85 0.85 0.89 0.89 0.89 0.89 Heavy Vehicles 1% 0% 1% 1% 1% 1% Adj. Flow(vph) 332 86 70 354 347 228 Shared Lane Traffic(%) Lane Group Flow(vph) 332 86 0 424 575 0 Sign Control Stop Free Free (IN#19110" �ifi�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111IIIIIIIIIIIIIIIIIIIII1111111" Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 74.3% ICU Level of Service D Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 23 12: Main Street & Waverly Road H C M 6th TWSC Existing(Roadway Peak)PM 11111111Mr, Int Delay,s/veh 44.1 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +T Traffic Vol,veh/h 282 73 62 315 309 203 Future Vol,veh/h 282 73 62 315 309 203 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 33 - - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 85 85 89 89 89 89 Heavy Vehicles,% 1 0 1 1 1 1 Mvmt Flow 332 86 70 354 347 228 MW Conflicting Flow All 955 461 575 0 - 0 Stage 1 461 - - - - - Stage 2 494 - - - - - Critical Hdwy 6.41 6.2 4.11 - - - Critical Hdwy Stg 1 5.41 - - - - - Critical Hdwy Stg 2 5.41 - - - - - Follow-up Hdwy 3.509 3.3 2.209 - - - Pet Cap-1 Maneuver —288 605 1003 - - - Stage 1 637 - - - - - Stage 2 615 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver —263 605 1003 - - - Mov Cap-2 Maneuver —263 - - - - - Stage 1 582 - - - - - Stage 2 615 - - - - - N ffim HCM Control Delay,s 148.2 1.5 0 HCM LOS F M 1 Jl yll U I 111101111 11 I'� Ill I� ' � �' 1 ui 10' II III � �' �� �' Capacity(veh/h) 1003 - 263 605 - - HCM Lane V/C Ratio 0.069 - 1.261 0.142 - - HCM Control Delay(s) 8.9 0 183.5 119 - - HCM Lane LOS A A F B - - HCM 95th%tile Q(veh) 0.2 - 16.3 05 - - Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 24 13: Chickering Road (Route 125)/Osgood Street (Route 125) & Colgate Drive/Osgood Street Lanes, Volumes, Timings Existing(Roadway Peak)PM Lane Configurations Traffic Volume(vph) 0 2 3 2 5 304 3 873 1 164 376 1 Future Volume(vph) 0 2 3 2 5 304 3 873 1 164 376 1 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 13 13 13 13 13 13 13 13 13 13 13 13 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.923 0.868 Flt Protected 0.985 Satd. Flow(prot) 0 1812 0 0 1704 0 0 1944 0 0 1921 0 Flt Permitted 0.985 Satd. Flow(perm) 0 1812 0 0 1704 0 0 1944 0 0 1921 0 Link Speed(mph) 30 40 30 40 Link Distance(ft) 536 579 500 605 Travel Time(s) 12.2 9.9 11.4 10.3 Peak Hour Factor 0.80 0.80 0.80 0.81 0.81 0.81 0.97 0.97 0.97 0.95 0.95 0.95 Heavy Vehicles(%) 0% 0% 0% 0% 0% 0% 0% 1% 0% 0°l0 1% 0% Adj. Flow(vph) 0 3 4 2 6 375 3 900 1 173 396 1 Shared Lane Traffic(%) Lane Group Flow(vph) 0 7 0 0 383 0 0 904 0 0 570 0 Sign Control Stop Stop Free Free Area Type Other Control Type: Unsignalized Intersection Capacity Utilization 106.0% ICU Level of Service G Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 25 13: Chickering Road (Route 125)/Osgood Street (Route 125) & Colgate Drive/Osgood Street H C M 6th TWSC Existing(Roadway Peak)PM 11111111Mr, Int Delay,s/veh 35.1 II a II al �Jlll i i u i W" 1111il a ii WIffir 111111MINKI Mr, i i i i i y ui y i ui Lane Configurations 4+ +T+ +T+ Traffic Vol,veh/h 0 2 3 2 5 304 3 873 1 164 376 1 Future Vol,veh/h 0 2 3 2 5 304 3 873 1 164 376 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 80 80 80 81 81 81 97 97 97 95 95 95 Heavy Vehicles,% 0 0 0 0 0 0 0 1 0 0 1 0 Mvmt Flow 0 3 4 2 6 375 3 900 1 173 396 1 M ���1 Ill 0� NI,' �INN Conflicting Flow All 1840 1650 397 1653 1650 901 397 0 0 901 0 0 Stage 1 743 743 - 907 907 - - - - - - - Stage 2 1097 907 - 746 743 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 65 6.2 4.1 - - 4.1 - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 55 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pet Cap-1 Maneuver 59 100 657 79 100 -340 1173 - - 763 - - Stage 1 410 425 - 333 357 - - - - - - - Stage 2 261 357 - 409 425 - - - - - - - Platoon blocked,% - - - - Mov Cap-1 Maneuver - 71 657 59 71 -340 1173 - - 763 - - Mov Cap-2 Maneuver - 71 - 59 71 - - - - - - - Stage 1 408 301 - 331 355 - - - - - - Stage 2 - 355 - 286 301 - - - - - - - N ffim HCM Control Delay,s 165.4 0 3.4 HCM LOS - F II 111 U 11 � I 11111 01111161111mil WJJI X/1111110 W/ 1401 � Maui y ii �iui ii i y i 1111 Capacity(veh/h) 1173 - - - 311 763 - - HCM Lane V/C Ratio 0.003 - - - 1.235 0.226 - - HCM Control Delay(s) 8.1 0 - - 165.4 11.1 0 - HCM Lane LOS A A - - F B A - HCM 95th%tile Q(veh) 0 - - - 17.4 0.9 - - Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 26 14: High Street/Poor Street & Sutton Street Lanes, Volumes, Timings Existing(Roadway Peak)PM Lane Configurations Traffic Volume(vph) 0 802 0 44 545 1 0 3 125 0 1 0 Future Volume(vph) 0 802 0 44 545 1 0 3 125 0 1 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 13 13 13 14 14 14 9 9 9 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.868 Flt Protected 0.996 Satd. Flow(prot) 0 2153 0 0 1955 0 0 1759 0 0 1710 0 Flt Permitted 0.996 Satd. Flow(perm) 0 2153 0 0 1955 0 0 1759 0 0 1710 0 Link Speed(mph) 30 30 30 30 Link Distance(ft) 243 509 91 330 Travel Time(s) 5.5 11.6 2.1 7.5 Peak Hour Factor 0.92 0.92 0.92 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Adj. Flow(vph) 0 872 0 55 681 1 0 4 156 0 1 0 Shared Lane Traffic(%) Lane Group Flow(vph) 0 872 0 0 737 0 0 160 0 0 1 0 Sign Control Free Free Stop Stop Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 79.6% ICU Level of Service D Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 27 14: High Street/Poor Street & Sutton Street HCM 6th TWSC Existing(Roadway Peak)PM 11111111Mr, Int Delay,s/veh 2.7 II a II al �Jlll i i u i 1111111110 W" 1111il NJ WIffir IIIIIINVOWN Lane Configurations +' 4� 4� 4� Traffic Vol,veh/h 0 802 0 44 545 1 0 3 125 0 1 0 Future Vol,veh/h 0 802 0 44 545 1 0 3 125 0 1 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 80 80 80 80 80 80 80 80 80 Heavy Vehicles,% 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 0 872 0 55 681 1 0 4 156 0 1 0 Conflicting Flow All 682 0 - 872 0 0 1664 1664 872 1744 1664 682 Stage 1 - - - - - - 872 872 - 792 792 - Stage 2 - - - - - - 792 792 - 952 872 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 ; 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 920 - 0 782 - - 78 98 353 69 98 453 Stage 1 - - 0 - - - 348 371 - 385 404 - Stage 2 - - 0 - - - 385 404 - 314 371 - Platoon blocked,% - - - Mov Cap-1 Maneuver 920 - - 782 - - 71 87 353 34 87 453 Mov Cap-2 Maneuver - - - - - - 71 87 - 34 87 - Stage 1 - - - - - - 348 371 - 385 358 Stage 2 - - - - - - 340 358 - 173 371 - N ffim HCM Control Delay,s 0 0.7 25.9 47 HCM LOS D E i Capacity(veh/h) 329 920 - 782 - - 87 HCM Lane V/C Ratio 0.486 - - 0.07 - - 0.014 HCM Control Delay(s) 25.9 0 - 10 0 - 47 HCM Lane LOS D A - A A - E HCM 95th%tile Q(veh) 2.5 0 - 02 - - 0 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 28 15: High Street & Chadwick Street Lanes, Volumes, Timings Existing(Roadway Peak)PM Lane Configurations Traffic Volume(vph) 0 60 44 7 34 6 77 122 3 1 44 0 Future Volume(vph) 0 60 44 7 34 6 77 122 3 1 44 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 15 15 15 16 16 16 16 16 16 12 12 12 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.943 0.983 0.998 Flt Protected 0.993 0.981 0.999 Satd. Flow(prot) 0 1971 0 0 2102 0 0 2108 0 0 1898 0 Flt Permitted 0.993 0.981 0.999 Satd. Flow(perm) 0 1971 0 0 2102 0 0 2108 0 0 1898 0 Link Speed(mph) 30 30 30 30 Link Distance(ft) 255 496 276 91 Travel Time(s) 5.8 11.3 6.3 2.1 Peak Hour Factor 0.92 0.92 0.92 0.84 0.84 0.84 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Adj. Flow(vph) 0 65 48 8 40 7 96 153 4 1 55 0 Shared Lane Traffic(%) Lane Group Flow(vph) 0 113 0 0 55 0 0 253 0 0 56 0 Sign Control Stop Stop Stop Stop �I��6111111,I�III IN#NMI Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 32.4% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 29 15: High Street & Chadwick Street HCM 6th AWSC Existing(Roadway Peak)PM 11111111Mr, Intersection Delay,s/veh 8.8 Intersection LOS A M��01�01 Wi I!,W1, Lane Configurations *T+ Traffic Vol,veh/h 0 60 44 7 34 6 77 122 3 1 44 0 Future Vol,veh/h 0 60 44 7 34 6 77 122 3 1 44 0 Peak Hour Factor 0.92 0.92 092 0.84 0.84 0.84 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles,% 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 0 65 48 8 40 7 96 153 4 1 55 0 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 N 111)111J)J111 J1NJ� 11 i i ui I J i i uiii Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 8.2 8.1 9.4 8 HCM LOS A A A A Vol Left,% 38% 0% 15% 2% Vol Thru,% 60'% 58% 72% 98% Vol Right,% 1% 42% 13% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 202 104 47 45 LT Vol 77 0 7 1 Through Vol 122 60 34 44 RT Vol 3 44 6 0 Lane Flow Rate 252 113 56 56 Geometry Grp 1 1 1 1 Degree of Util(X) 0.31 0.139 0.073 0.072 Departure Headway(Hd) 4.423 4.428 4.701 4.577 Convergence,Y/N Yes Yes Yes Yes Cap 813 811 762 783 Service Time 2.443 2.452 2.728 2.603 HCM Lane V/C Ratio 0.31 0.139 0.073 0.072 HCM Control Delay 9.4 8.2 8.1 8 HCM Lane LOS A A A A HCM 95th-tile Q 1.3 0.5 0.2 0.2 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 30 16: Chadwick Street & Sutton Street Lanes, Volumes, Timings Existing(Roadway Peak)PM Lane Configurations Lane UUiFactor 1.00 1.00 1.00 1.00 1.00 1.00 At Protected 0.950 F|tPennittad 0.850 Travel Shared Lane Traffic Sign Control Free Free Stop 11111 Will W11111 Control Type: Unsignalized Intersection Capacity Utilization 613Y6 ICU Level ofS i B Analysis Period(min) 15 North Andover Redevelopment'RJS Langan 140182701 'Existing PM(Roadway PooN.oyn Pogo31 16: Chadwick Street & Sutton Street H C M 6th TWSC Existing(Roadway Peak)PM 11111111Mr, Int Delay,s/veh 16.7 II ull �I I �Jlll i u iui i u� i p 11111111N u Lane Configurations +T Traffic Vol,veh/h 802 104 0 545 111 0 Future Vol,veh/h 802 104 0 545 111 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 80 80 80 80 Heavy Vehicles,% 0 0 0 0 0 0 Mvmt Flow 872 113 0 681 139 0 Conflicting Flow All 0 0 985 0 1610 929 Stage 1 - - - - 929 - Stage 2 - - - - 681 - Critical Hdwy - - 4.1 - 64 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 54 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pet Cap-1 Maneuver - - 709 - - 116 327 Stage 1 - - - - 388 - Stage 2 - - - - 506 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 709 - - 116 327 Mov Cap-2 Maneuver - - - - - 116 - Stage 1 - - - - 388 - Stage 2 - - - - 506 - N ffim HCM Control Delay,s 0 0 216.7 HCM LOS F M 1 J1 yll U I 111101111 I'� IllyI V � � �� i��u� � Capacity(veh/h) 116 - - 709 - HCM Lane V/C Ratio 1.196 - - - - HCM Control Delay(s) 216.7 - - 0 - HCM Lane LOS F - - A - HCM 95th%tile Q(veh) 8.8 - - 0 - Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 32 17: Boston Road (Route 125)/Knipe Road (Route 125) & Cross Road & Boston Road Lanes, Volumes, Timings Existing(Roadway Peak)PM t 4r Lane Configurations 4M 4M Traffic Volume(vph) 47 1422 106 6 480 2 4 7 44 21 4 13 Future Volume(vph) 47 1422 106 6 480 2 4 7 44 21 4 13 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 15 15 15 15 15 15 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.990 0.999 0.892 0.940 Flt Protected 0.999 0.999 0.990 0.973 Satd. Flow(prot) 0 3420 0 0 3416 0 0 1831 0 1912 0 0 Flt Permitted 0.999 0.999 0.990 0.973 Satd. Flow(perm) 0 3420 0 0 3416 0 0 1831 0 1912 0 0 Link Speed(mph) 35 35 30 30 Link Distance(ft) 680 910 593 719 Travel Time(s) 13.2 17.7 13.5 16.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles 0% 1% 0% 0% 2% 0% 0% 0% 1% 0% 0% 0% Adj. Flow(vph) 52 1580 118 7 533 2 5 9 55 26 5 16 Shared Lane Traffic(%) Lane Group Flow(vph) 0 1750 0 0 542 0 0 69 0 47 0 0 Sign Control Free Free Stop Stop �I��6111111,I�III IN#NMI Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 77.6% ICU Level of Service D Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 33 17: Boston Road (Route 125)/Knipe Road (Route 125) & Cross Road & Boston Road H C M 6th TWSC Existing(Roadway Peak)PM 11111111Mr, Int Delay,s/veh 2.9 II II a r�al �Jlll �� i i i i WNIIIIII u Lane Configurations ' ' Traffic Vol,veh/h 47 1422 106 6 480 2 7 44 21 4 Future Vol,veh/h 47 1422 106 6 480 2 7 44 21 4 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop RT Channelized None - None - None Storage Length - - - - - - 0 - 0 - Veh in Median Storage,# - 0 - - 0 - 0 - 0 - Grade,% - 0 - - 0 - 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 80 80 80 80 Heavy Vehicles,% 0 1 0 0 2 0 0 1 0 0 Mvmt Flow 52 1580 118 7 533 2 9 55 26 5 Conflicting Flow All 535 0 0 1698 0 0 1445 268 2028 849 Stage 1 - - - - - - 548 - 1743 - Stage 2 - - - - - - 897 - 285 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.92 7.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.5 - 6.5 - Critical Hdwy Stg 2 - - - - - - 6.5 - 6.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 3.31 3.5 3.3 Pot Cap-1 Maneuver 1043 - - 380 - - 94 733 34 308 Stage 1 - - - - - - 493 - 92 - Stage 2 - - - - - - 305 - 704 - Platoon blocked,% - - - - Mov Cap-1 Maneuver 1043 - - 380 - - - 733 - 308 Mov Cap-2 Maneuver - - - - - - - - - - Stage 1 - - - - - - 493 - 92 Stage 2 - - - - - - - - 623 - N ffim HCM Control Delay,s 3.9 0.4 HCM LOS - - II 111 Ull � I 111101111 I�� II)I� i i �i � uu ii i uiJ� I ��� 1i�IIIIIIN Capacity(veh/h) 1043 - - - 380 - - - HCM Lane V/C Ratio 0.05 - - - 0.018 - - - HCM Control Delay(s) 8.6 4 - - 14.6 0.2 - - HCM Lane LOS A A - - B A - - HCM 95th%tile Q(veh) 0.2 - - - 0.1 - - - North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 34 18: Boston Road (Route 125) & Farrwood Drive (North) Lanes, Volumes, Timings Existing(Roadway Peak)PM t Lane Configurations Y 0 Traffic Volume(vph) 7 30 1545 18 51 494 Future Volume(vph) 7 30 1545 18 51 494 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 15 15 11 11 11 11 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.891 0.998 Flt Protected 0.991 0.995 Satd. Flow(prot) 1816 0 3449 0 0 3407 Flt Permitted 0.991 0.995 Satd. Flow(perm) 1816 0 3449 0 0 3407 Link Speed(mph) 30 35 35 Link Distance(ft) 512 1354 680 Travel Time(s) 11.6 26.4 13.2 Peak Hour Factor 0.80 0.80 0.89 0.89 0.87 0.87 Heavy Vehicles 0% 2% 1% 0% 1% 2% Adj. Flow(vph) 9 38 1736 20 59 568 Shared Lane Traffic(%) Lane Group Flow(vph) 47 0 1756 0 0 627 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 63.2% ICU Level of Service B Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 35 18: Boston Road (Route 125) & Farrwood Drive (North) HCM 6th TWSC Existing(Roadway Peak)PM 11111111Mr, Int Delay,s/veh 1.9 II WN 11111111 ll> u Lane Configurations Y 0 Traffic Vol,veh/h 7 30 1545 18 51 494 Future Vol,veh/h 7 30 1545 18 51 494 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 80 80 89 89 87 87 Heavy Vehicles,% 0 2 1 0 1 2 Mvmt Flow 9 38 1736 20 59 568 I Conflicting Flow All 2148 878 0 0 1756 0 Stage 1 1746 - - - - - Stage 2 402 - - - - - Critical Hdwy 6.8 6.94 - - 4.12 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.32 - - 2.21 - Pot Cap-1 Maneuver 42 291 - - 357 - Stage 1 128 - - - - - Stage 2 650 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 32 291 - - 357 - Mov Cap-2 Maneuver 32 - - - - - Stage 1 97 - - - - - Stage 2 650 - - - - - HCM Control Delay,s 55.9 0 31 HCM LOS F M 1 Jl yll U I 11111 ����111 I'� Ill I� ' °�' a �"�' II I+� 111111111 Capacity(veh/h) - - 115 357 - HCM Lane V/C Ratio - - 0.402 0.164 - HCM Control Delay(s) - - 55.9 171 1.7 HCM Lane LOS - - F C A HCM 95th%tile Q(veh) - - 1.7 06 - North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 36 19: Boston Road (Route 125) & Farrwood Drive (South) Lanes, Volumes, Timings Existing(Roadway Peak)PM t Lane Configurations Y 0 Traffic Volume(vph) 18 25 1538 58 30 471 Future Volume(vph) 18 25 1538 58 30 471 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 15 15 11 11 11 11 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.922 0.995 Flt Protected 0.979 0.997 Satd. Flow(prot) 1887 0 3439 0 0 3413 Flt Permitted 0.979 0.997 Satd. Flow(perm) 1887 0 3439 0 0 3413 Link Speed(mph) 30 35 35 Link Distance(ft) 1050 202 1354 Travel Time(s) 23.9 3.9 26.4 Peak Hour Factor 0.80 0.80 0.88 0.88 0.90 0.90 Heavy Vehicles 0% 0% 1% 0% 1% 2% Adj. Flow(vph) 23 31 1748 66 33 523 Shared Lane Traffic(%) Lane Group Flow(vph) 54 0 1814 0 0 556 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 54.4% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 37 19: Boston Road (Route 125) & Farrwood Drive (South) HCM 6th TWSC Existing(Roadway Peak)PM 11111111Mr, Int Delay,s/veh 3.1 II WN 11111111 ll> u Lane Configurations Y 0 Traffic Vol,veh/h 18 25 1538 58 30 471 Future Vol,veh/h 18 25 1538 58 30 471 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 80 80 88 88 90 90 Heavy Vehicles,% 0 0 1 0 1 2 Mvmt Flow 23 31 1748 66 33 523 I Conflicting Flow All 2109 907 0 0 1814 0 Stage 1 1781 - - - - - Stage 2 328 - - - - - Critical Hdwy 6.8 6.9 - - 4.12 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.21 - Pot Cap-1 Maneuver 45 282 - - 339 - Stage 1 123 - - - - - Stage 2 708 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 39 282 - - 339 - Mov Cap-2 Maneuver 39 - - - - - Stage 1 106 - - - - - Stage 2 708 - - - - - HCM Control Delay,s 119.8 0 19 HCM LOS F M 1 Jl yll U I 11111 ����111 I'� Ill I� ' °�' a �"�' II I+� 111111111 Capacity(veh/h) - - 78 339 - HCM Lane V/C Ratio - - 0.689 0.098 - HCM Control Delay(s) - - 119.8 168 1 HCM Lane LOS - - F C A HCM 95th%tile Q(veh) - - 3.2 0.3 - North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 38 20: Osgood Street (Route 125)/Boston Road (Route 125) & Bradford Street Lanes, Volumes, Timings Existing(Roadway Peak)PM t Lane Configurations 0 Traffic Volume(vph) 1453 25 43 446 7 143 Future Volume(vph) 1453 25 43 446 7 143 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 15 15 Lane Util. Factor 0.95 0.95 0.95 0.95 1.00 1.00 Frt 0.997 0.871 Flt Protected 0.996 0.998 Satd. Flow(prot) 3445 0 0 3413 1817 0 Flt Permitted 0.996 0.998 Satd. Flow(perm) 3445 0 0 3413 1817 0 Link Speed(mph) 35 40 30 Link Distance(ft) 650 202 1063 Travel Time(s) 12.7 3.4 24.2 Peak Hour Factor 0.84 0.84 0.87 0.87 0.83 0.83 Heavy Vehicles 1% 0% 0% 2% 0% 0% Adj. Flow(vph) 1730 30 49 513 8 172 Shared Lane Traffic(%) Lane Group Flow(vph) 1760 0 0 562 180 0 Sign Control Free Free Stop Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 61.5% ICU Level of Service B Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 39 20: Osgood Street (Route 125)/Boston Road (Route 125) & Bradford Street HCM 6th TWSC Existing(Roadway Peak)PM 11111111Mr, Int Delay,s/veh 5.4 M��u Lane Configurations 0 Traffic Vol,veh/h 1453 25 43 446 7 143 Future Vol,veh/h 1453 25 43 446 7 143 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 84 84 87 87 83 83 Heavy Vehicles,% 1 0 0 2 0 0 Mvmt Flow 1730 30 49 513 8 172 Conflicting Flow All 0 0 1760 0 2100 880 Stage 1 - - - - 1745 - Stage 2 - - - - 355 - Critical Hdwy - - 4.1 - 68 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 58 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 360 - 46 294 Stage 1 - - - - 128 - Stage 2 - - - - 686 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 360 - 37 294 Mov Cap-2 Maneuver - - - - 37 - Stage 1 - - - - 104 - Stage 2 - - - - 686 - N ffim HCM Control Delay,s 0 2.6 671 HCM LOS F M W Capacity(veh/h) - - 222 360 - HCM Lane V/C Ratio - - 0.814 0.137 - HCM Control Delay(s) - - 67.1 16.6 1.3 HCM Lane LOS - - F C A HCM 95th%tile Q(veh) - - 6 0.5 - North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Roadway Peak).syn Page 40 2018 Existing A.M. (Generator Peak-Hour) LA/VfjA N 1: Shelley Road/Ward Hill Avenue & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Generator Peak)AM f Lane Configurations ' ' Traffic Volume(vph) 21 823 91 342 796 138 67 49 14 36 2 0 Future Volume(vph) 21 823 91 342 796 138 67 49 14 36 2 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 300 600 275 425 0 275 0 0 Storage Lanes 1 1 1 2 1 1 0 0 Taper Length(ft) 100 75 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.991 0.955 Satd. Flow(prot) 1787 3505 1599 1736 3539 1568 1603 1767 1538 0 1750 0 Flt Permitted 0.950 0.950 0.950 0.991 0.955 Satd. Flow(perm) 1787 3505 1599 1736 3539 1568 1603 1767 1538 0 1750 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 364 364 364 Link Speed(mph) 55 55 30 30 Link Distance(ft) 1096 1082 437 665 Travel Time(s) 13.6 13.4 9.9 15.1 Peak Hour Factor 0.97 0.97 0.97 0.96 0.96 0.96 0.86 0.86 0.86 0.80 0.80 0.80 Heavy Vehicles(%) 1%0 3% 1% 4% 2% 3% 7% 0% 5% 3% 14% 2% Adj. Flow(vph) 22 848 94 356 829 144 78 57 16 45 3 0 Shared Lane Traffic(%) 15% Lane Group Flow(vph) 22 848 94 356 829 144 66 69 16 0 48 0 Turn Type Prot NA Free Prot NA Free Split NA Free Split NA Protected Phases 1 6 5 2 3 3 4 4 Permitted Phases Free Free Free Detector Phase 1 6 5 2 3 3 4 4 Switch Phase Minimum Initial(s) 6.0 12.0 6.0 12.0 6.0 6.0 6.0 6.0 Minimum Split(s) 13.0 19.0 13.0 19.0 12.0 12.0 12.0 12.0 Total Split(s) 17.0 26.0 32.0 41.0 16.0 16.0 16.0 16.0 Total Split(%) 18.9%4 28.9% 35.6% 45.6% 17.8% 17.8% 17.8% 17.8% Maximum Green(s) 10.0 19.0 25.0 34.0 10.0 10.0 10.0 10.0 Yellow Time(s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Min None Min None None None None Act Effct Green(s) 8.3 20.6 73.9 19.6 44.1 73.9 8.7 8.7 73.9 8.0 Actuated g/C Ratio 0.11 0.28 1.00 0.27 0.60 1.00 0.12 0.12 1.00 0.11 v/c Ratio 0.11 0.87 006 0.77 0.39 0.09 0.35 0.33 0.01 ; 0.25 Control Delay 36.6 42.6 0.1 39.9 15.6 0.1 41.2 40.2 0.0 39.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 36.6 42.6 0.1 39.9 15.6 0.1 41.2 40.2 0.0 39.5 LOS D D A D B A D D A Approach Delay 38.3 20.4 36.4 39.5 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 1 1: Shelley Road/Ward Hill Avenue & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Generator Peak)AM f Approach LOS D C D D Queue Length 50th(ft) 11 -267 0 174 117 0 34 36 0 24 Queue Length 95th(ft) 34 #418 0 #306 260 0 76 77 0 52 Internal Link Dist(ft) 1016 1002 357 585 Turn Bay Length(ft) 300 600 275 425 275 Base Capacity(vph) 270 974 1599 635 2130 1568 234 258 1538 256 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn © 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.08 0.87 0.06 0.56 0.39 0.09 0.28 0.27 0.01 0.19 11110 If Area Type: Other Cycle Length:90 Actuated Cycle Length:73.9 Natural Cycle:80 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.87 Intersection Signal Delay:28.7 Intersection LOS:C Intersection Capacity Utilization67.1% ICU Level of Service C Analysis Period(min) 15 Description: MassDOT ID:0859 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: 1:Shelley RoadMard Hill Avenue&Industrial Avenue(Route 125 Connector) 2; '0 04 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 2 2: Industrial Avenue (Route 125 Connector) & Ward Hill Industrial Park Lanes, Volumes, Timings Existing(Generator Peak)AM 1151-0 Lane Configurations Traffic Volume(vph) 27 792 876 4 1 56 Future Volume(vph) 27 792 876 4 1 56 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 12 14 16 16 Storage Length(ft) 250 175 0 0 Storage Lanes 1 1 1 0 Taper Length(ft) 100 25 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 Frt 0.850 0.867 FIt Protected 0.950 0.999 Satd. Flow(prot) 1787 3539 3505 1723 1847 0 FIt Permitted 0.950 0.999 Satd. Flow(perm) 1787 3539 3505 1723 1847 0 Right Turn on Red Yes Yes Satd. Flow(RTOR) 4 70 Link Speed(mph) 35 55 25 Link Distance(ft) 837 905 199 Travel Time(s) 16.3 11.2 5.4 Peak Hour Factor 0.96 0.96 0.95 0.95 0.80 0.80 Heavy Vehicles 1% 2% 3% 0% 1% 1% Adj. Flow(vph) 28 825 922 4 1 70 Shared Lane Traffic(%) Lane Group Flow(vph) 28 825 922 4 71 0 Turn Type Prot NA NA pt+ov Prot Protected Phases 5 2 6 64 4 Permitted Phases Detector Phase 5 2 6 6 4 Switch Phase Minimum Initial(s) 8.0 10.0 10.0 8.0 Minimum Split(s) 14.0 18.0 18.0 14.0 Total Split(s) 16.0 64.0 48.0 26.0 Total Split(%) 17.8% 71.1% 53.3% 28.9% Maximum Green(s) 10.0 56.0 40.0 20.0 Yellow Time(s) 4.0 5.0 5.0 4.0 All-Red Time(s) 2.0 3.0 3.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 8.0 8.0 6.0 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 2.0 2.0 2.0 2.0 Recall Mode None Min Min None Act Effct Green(s) 8.6 36.2 31.9 40.8 8.6 Actuated g/C Ratio 0.18 0.76 0.67 0.86 0.18 v/c Ratio 0.09 0.31 0.39 0.00 0.18 Control Delay 23.3 4.5 9.8 2.8 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 23.3 4.5 9.8 2.8 9.2 LOS C A A A A North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 3 2: Industrial Avenue (Route 125 Connector) & Ward Hill Industrial Park Lanes, Volumes, Timings Existing(Generator Peak)AM 1151-0 Approach Delay 5.1 9.7 9.2 Approach LOS A A A Queue Length 50th(ft) 6 62 73 0 0 Queue Length 95th(ft) 31 88 191 2 25 Internal Link Dist(ft) 757 825 119 Turn Bay Length(ft) 250 175 Base Capacity(vph) 402 3415 2924 1449 870 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn © 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.07 0.24 0.32 0.00 0.08 111111 Area Type: Other Cycle Length:90 Actuated Cycle Length:47.6 Natural Cycle:55 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.39 Intersection Signal Delay:7.6 Intersection LOS:A Intersection Capacity Utilization 42.5% ICU Level of Service A Analysis Period(min) 15 Description: MassDOT ID: 1123 Splits and Phases: 2: Industrial Avenue(Route 125 Connector)&Ward Hill Industrial Park 0"2 05 fn 6 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 4 3: South Main Street (Route 125) & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Generator Peak)AM t Lane Configurations Traffic Volume(vph) 296 0 533 595 224 598 Future Volume(vph) 296 0 533 595 224 598 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 0 275 Storage Lanes 2 1 2 1 Taper Length(ft) 25 25 Lane Util. Factor 0.97 1.00 0.95 1.00 0.97 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow(prot) 3335 0 3574 1583 3400 1583 Flt Permitted 0.950 0.950 Satd. Flow(perm) 3335 0 3574 1583 3400 1583 Right Turn on Red Yes Yes Satd. Flow(RTOR) 676 629 Link Speed(mph) 35 35 35 Link Distance(ft) 2268 1445 905 Travel Time(s) 44.2 28.1 17.6 Peak Hour Factor 0.82 0.82 0.88 0.88 0.95 0.95 Heavy Vehicles 5% 3% 1% 2% 3% 2% Adj. Flow(vph) 361 0 606 676 236 629 Shared Lane Traffic(%) Lane Group Flow(vph) 361 0 606 676 236 629 Turn Type Prot NA Free Prot Free Protected Phases 6 2 8 Permitted Phases Free Free Detector Phase 6 2 8 Switch Phase Minimum Initial(s) 10.0 10.0 10.0 Minimum Split(s) 16.0 16.0 16.0 Total Split(s) 27.0 38.0 25.0 Total Split(%) 30.0% 42.2% 27.8% Maximum Green(s) 21.0 32.0 19.0 Yellow Time(s) 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.5 3.5 3.5 Recall Mode None Min None Act Effct Green(s) 11.9 14.9 56.0 10.9 56.0 Actuated g/C Ratio 0.21 0.27 1.00 0.19 1.00 v/c Ratio 0.51 0.64 0.43 0.36 0.40 Control Delay 23.2 21.7 0.8 22.6 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 23.2 21.7 0.8 22.6 0.7 LOS C C A C A Approach Delay 23.2 10.7 6.7 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 5 3: South Main Street (Route 125) & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Generator Peak)AM Approach LOS C B A Queue Length 50th(ft) 53 88 0 34 0 Queue Length 95th(ft) 94 153 0 75 0 Internal Link Dist(ft) 2188 1365 825 Turn Bay Length(ft) 275 Base Capacity(vph) 1270 2074 1583 1171 1583 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn © 0 0 0 0 Reduced v/c Ratio 0.28 0.29 0.43 0.20 0.40 11110 If Area Type: Other Cycle Length:90 Actuated Cycle Length:56 Natural Cycle:50 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.64 Intersection Signal Delay: 11.1 Intersection LOS: B Intersection Capacity Utilization44.8% ICU Level of Service A Analysis Period(min) 15 Description: MassDOT ID:0667 Splits and Phases: 3:South Main Street(Route 125)&Industrial Avenue(Route 125 Connector) ) 06 02 08 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 6 4: Osgood Street (Route 125) & 1600 Osgood St North Driveway 1 Lanes, Volumes, Timings Existing(Generator Peak)AM Lane Configurations + Traffic Volume(vph) 11 13 20 225 1100 40 Future Volume(vph) 11 13 20 225 1100 40 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 11 11 11 11 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 1.00 Frt 0.928 0.850 Flt Protected 0.977 0.996 Satd. Flow(prot) 1502 0 0 3197 3455 1516 Flt Permitted 0.977 0.996 Satd. Flow(perm) 1502 0 0 3197 3455 1516 Link Speed(mph) 25 40 40 Link Distance(ft) 1470 381 1704 Travel Time(s) 40.1 6.5 29.0 Peak Hour Factor 0.80 0.80 0.96 0.96 0.92 0.92 Heavy Vehicles 28% 3% 28% 7% 1% 3% Adj. Flow(vph) 14 16 21 234 1196 43 Shared Lane Traffic(%) Lane Group Flow(vph) 30 0 0 255 1196 43 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 40.4% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 7 4: Osgood Street (Route 125) & 1600 Osgood St North Driveway 1 HCM 6th TWSC Existing(Generator Peak)AM Int Delay,s/veh 0.8 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +'+ tt r Traffic Vol,veh/h 11 13 20 225 1100 40 Future Vol,veh/h 11 13 20 225 1100 40 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - 0 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 96 96 92 92 Heavy Vehicles,% 28 3 28 7 1 3 Mvmt Flow 14 16 21 234 1196 43 MW Conflicting Flow All 1355 598 1239 0 - 0 Stage 1 1196 - - - - - Stage 2 159 - - - - - Critical Hdwy 7.36 6.96 4.66 - - - Critical Hdwy Stg 1 6.36 - - - - - Critical Hdwy Stg 2 6.36 - - - - - Follow-up Hdwy 3.78 3.33 2.48 - - - Pet Cap-1 Maneuver 112 443 434 - - - Stage 1 202 - - - - - Stage 2 781 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 106 443 434 - - - Mov Cap-2 Maneuver 106 - - - - - Stage 1 191 - - - - - Stage 2 781 - - - - - N ffim HCM Control Delay,s 29 1.4 0 HCM LOS D MWjjI i �Ii Capacity(veh/h) 434 - 180 - - HCM Lane V/C Ratio 0.048 - 0.167 - - HCM Control Delay(s) 13.7 0.3 29 - - HCM Lane LOS B A D - - HCM 95th%tile Q(veh) 0.2 - 0.6 - - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 8 5: Osgood Street (Route 125\ & 1600 Osgood St South D Convenience Store Drivewc- L8Des Volumes, Timings Existing(Generator Peak)AN 12,9'fig"1"M99'"A'" 209"'M' UP 011 Lane Configurations *1� 4M *T+ r Frt 0.850 0.957 0.987 0.850 Flow Flow Right Turn on Red Yes Yes Yes Yes 8atd Flow Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.90 0.80 0.85 0.85 0.85 Shared Lane Traffic Lane Group Flow Turn Type Perm NA Prot Perm NA pm+pt NA Perm NA Prot Protected Phases 3 3 3 1 O 2 2 Detector Phase 3 3 3 3 3 1 O 2 2 2 Switch Phase Minimum Initial SplitTotal GreenMaximum All-Red Total Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None [-Min C-Min C-Min C-Min Control Delay 447 12 313 18 28 03 Total Delay 447 12 313 18 20 03 DelayApproach 240 31.3 1.8 2 Queue Length 50th(ft) 11 O 7 17 81 O North Andover Redevelopment'RJS Langan 5: Osgood Street (Route 125) & 1600 Osgood St South Driveway 2/Raceway Convenience Store Drivewc- Lanes, Volumes, Timings Existing(Generator Peak)AM 12,9'fig"1"M99'"A'" 209"'M, UP I011 Queue Length 95th(ft) 30 0 24 28 100 3 Internal Link Dist(ft) 457 254 1091 174 Turn Bay Length(ft) Base Capacity(vph) 291 398 503 2255 2858 1287 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.07 0.05 0.04 0.15 0.41 0.04 Area Type: Other Cycle Length:90 Actuated Cycle Length:90 Offset;0(0%), Referenced to phase 2:SBTLand 6:NBTL Start of Green, Master Intersection Natural Cycle:50 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.41 Intersection Signal Delay:3.2 Intersection LOS:A Intersection Capacity Utilization 53.7% ICU Level of Service A Analysis Period(min) 15 Description: MassDOT ID: 1168 Splits and Phases: 5:Osgood Street(Route 125)&1600 Osgood St South Driveway 2/Raceway Convenience Store Driveway t06 North Andover Redevelopment-RJS Langan 140182701 -Existing AM (Generator Peak).syn Page 10 6: Osgood Street (Route 125) & Holt Road Lanes, Volumes, Timings Existing(Generator Peak)AM Lane Configurations Traffic Volume(vph) 41 28 50 281 954 57 Future Volume(vph) 41 28 50 281 954 57 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 12 13 12 11 16 Storage Length(ft) 0 0 220 450 Storage Lanes 1 1 1 1 Taper Length(ft) 25 50 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 FIt Protected 0.950 0.950 Satd. Flow(prot) 1663 1417 1776 3539 3421 1606 FIt Permitted 0.950 0.950 Satd. Flow(perm) 1663 1417 1776 3539 3421 1606 Link Speed(mph) 35 40 40 Link Distance(ft) 2904 613 1171 Travel Time(s) 56.6 10.4 20.0 Peak Hour Factor 0.80 0.80 0.88 0.88 0.88 0.88 Heavy Vehicles 23% 14% 5% 2% 2% 14% Adj. Flow(vph) 51 35 57 319 1084 65 Shared Lane Traffic(%) Lane Group Flow(vph) 51 35 57 319 1084 65 Sign Control Stop Free Free �I�NO I 1611)1" NMI�ifi�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIII1111111" Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 43.0% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 11 6: Osgood Street (Route 125) & Holt Road HCM 6th TWSC Existing(Generator Peak)AM Int Delay,s/veh 2.9 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations r ft tt r Traffic Vol,veh/h 41 28 50 281 954 57 Future Vol,veh/h 41 28 50 281 954 57 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Yield - None - Yield Storage Length 0 0 220 - - 450 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 88 88 88 88 Heavy Vehicles,% 23 14 5 2 2 14 Mvmt Flow 51 35 57 319 1084 65 MW Conflicting Flow All 1358 542 1084 0 - 0 Stage 1 1084 - - - - - Stage 2 274 - - - - - Critical Hdwy 7.26 7.18 4.2 - - - Critical Hdwy Stg 1 6.26 - - - - - Critical Hdwy Stg 2 6.26 - - - - - Follow-up Hdwy 3.73 3.44 2.25 - - - Pet Cap-1 Maneuver 116 455 622 - - - Stage 1 244 - - - - - Stage 2 688 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 105 455 622 - - - Mov Cap-2 Maneuver 105 - - - - - Stage 1 222 - - - - - Stage 2 688 - - - - - N ffim HCM Control Delay,s 46.1 1.7 0 HCM LOS E M 1 Jl yll U I 111101111 11 I'� Ill I� ' � �' 1 ui 10' II III � �' �� �' Capacity(veh/h) 622 - 105 455 - - HCM Lane V/C Ratio 0.091 - 0.488 0.077 - - HCM Control Delay(s) 11.4 - 68.3 136 - - HCM Lane LOS B - F B - - HCM 95th%tile Q(veh) 0.3 - 2.2 02 - - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 12 7: Great Pond Road (Route 133)/Casa Blanca Driveway & Osgood Street (Route 125) Lanes, Volumes, Timings Existing(Generator Peak)AM Lane Configurations Traffic Volume(vph) 0 378 206 24 1007 0 326 0 31 0 0 0 Future Volume(vph) 0 378 206 24 1007 0 326 0 31 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 16 11 11 11 16 16 16 16 16 16 Storage Length(ft) 0 110 0 0 0 75 0 0 Storage Lanes 0 1 0 0 0 1 0 0 Taper Length(ft) 25 25 25 100 Lane Util. Factor 0.95 0.95 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 FIt Protected 0.999 0.950 Satd. Flow(prot) 0 3421 1794 0 3416 0 0 2046 1760 0 2153 0 FIt Permitted 0.938 0.757 Satd. Flow(perm) 0 3421 1794 0 3208 0 0 1630 1760 0 2153 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 226 136 Link Speed(mph) 40 40 30 25 Link Distance(ft) 1424 1668 1320 365 Travel Time(s) 24.3 28.4 30.0 10.0 Peak Hour Factor 0.91 0.91 0.91 0.92 0.92 0.92 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles 0% 2% 2% 4% 2% 0% 0% 0% 4% 0% 0% 0% Adj. Flow(vph) 0 415 226 26 1095 0 408 0 39 0 0 0 Shared Lane Traffic(%) Lane Group Flow(vph) 0 415 226 0 1121 0 0 408 39 0 0 0 Turn Type NA Free Perm NA Perm NA Free Protected Phases 2 6 8 4 Permitted Phases 2 Free 6 8 Free 4 Detector Phase 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial(s) 10.0 10.0 10.0 10.0 5.0 5.0 5.0 5.0 Minimum Split(s) 16.0 16.0 16.0 16.0 11.0 11.0 11.0 11.0 Total Split(s) 41.0 41.0 41.0 41.0 31.0 31.0 31.0 31.0 Total Split(%) 56.9% 56.9% 56.9% 56.9% 43.1% 43.1% 43.1% 43.1% Maximum Green(s) 35.0 35.0 35.0 35.0 25.0 25.0 25.0 25.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min Min Min None None None None Act Effct Green(s) 26.4 58.1 26.4 19.1 58.1 Actuated g/C Ratio 0.45 1.00 0.45 0.33 1.00 v/c Ratio 0.27 0.13 0.77 0.76 0.02 Control Delay 10.7 0.1 17.9 29.4 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 10.7 0.1 17.9 29.4 0.0 LOS B A B C A North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 13 7: Great Pond Road (Route 133)/Casa Blanca Driveway & Osgood Street (Route 125) Lanes, Volumes, Timings Existing(Generator Peak)AM Approach Delay 7.0 17.9 26.9 Approach LOS A B C Queue Length 50th(ft) 44 0 163 125 0 Queue Length 95th(ft) 80 0 266 214 0 Internal Link Dist(ft) 1344 1588 1240 285 Turn Bay Length(ft) 110 75 Base Capacity(vph) 2171 1794 2036 738 1760 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.19 0.13 0.55 0.55 0.02 111111 Area Type: Other Cycle Length:72 Actuated Cycle Length:58.1 Natural Cycle:50 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.77 Intersection Signal Delay: 16.5 Intersection LOS: B Intersection Capacity Utilization 72.0% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 7:Great Pond Road(Route 133)/Casa Blanca Driveway&Osgood Street(Route 125) 06 to's North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 14 8: Osgood Street (Route 125\ & Sutton Street Lanes, Volumes, Timings Existing(Generator Peak)AN Lane Configurations + Lane Util. Factor 0.87 1.00 0.95 0.95 0.95 1I0 FIt Protected 0.850 0.984 F|t Permitted 0.850 0.800 Right Tu Red Yes Yes Travel Shared Lane Traffic Turn Type Prot Free Perm NA NA Free Permitted Phases Free 2 Free Switch Phase SplitMinimum Total Split Yellow Lead-Lag Optimize? Recall Mode None Min Min Min Act EfctG wcRotiu 0.42 0.04 0.31 0.00 0.30 Queue Delay 0.0 0.0 0.0 0.0 0.0 LDS B A A B A North Andover Redevelopment'RJS Langan 140182701 'Existing AM(GeneratorPeoN.eyn Pogo 15 8: Osgood Street (Route 125) & Sutton Street Lanes, Volumes, Timings Existing(Generator Peak)AM Approach Delay 11.7 8.6 6.9 Approach LOS B A A Queue Length 50th(ft) 32 0 22 65 0 Queue Length 95th(ft) 73 0 46 123 0 Internal Link Dist(ft) 855 909 1344 Turn Bay Length(ft) 100 100 125 Base Capacity(vph) 2266 1794 2189 2872 1812 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.17 0.04 0.15 0.30 0.30 111111 Area Type: Other Cycle Length:67 Actuated Cycle Length:38 Natural Cycle:40 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.60 Intersection Signal Delay:8.1 Intersection LOS:A Intersection Capacity Utilization 54.3% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 8:Osgood Street(Route 125)&Sutton Street 2 06 07 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 16 9: Osgood Street (Route 125) & 1600 Osgood St North Driveway 2 Lanes, Volumes, Timings Existing(Generator Peak)AM Lane Configurations 4+ 0 Traffic Volume(vph) 8 19 28 228 1066 34 Future Volume(vph) 8 19 28 228 1066 34 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 12 12 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.905 0.995 Flt Protected 0.986 0.995 Satd. Flow(prot) 1135 0 0 3225 3557 0 Flt Permitted 0.986 0.995 Satd. Flow(perm) 1135 0 0 3225 3557 0 Link Speed(mph) 25 40 40 Link Distance(ft) 295 1159 381 Travel Time(s) 8.0 19.8 6.5 Peak Hour Factor 0.80 0.80 0.90 0.90 0.89 0.89 Heavy Vehicles 26% 52% 5% 8% 1% 0% Adj. Flow(vph) 10 24 31 253 1198 38 Shared Lane Traffic(%) Lane Group Flow(vph) 34 0 0 284 1236 0 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 40.5% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 17 9: Osgood Street (Route 125) & 1600 Osgood St North Driveway 2 HCM 6th TWSC Existing(Generator Peak)AM Int Delay,s/veh 0.9 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +'+ 0 Traffic Vol,veh/h 8 19 28 228 1066 34 Future Vol,veh/h 8 19 28 228 1066 34 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 90 90 89 89 Heavy Vehicles,% 26 52 5 8 1 0 Mvmt Flow 10 24 31 253 1198 38 MW Conflicting Flow All 1406 618 1236 0 - 0 Stage 1 1217 - - - - - Stage 2 189 - - - - - Critical Hdwy 7.32 7.94 4.2 - - - Critical Hdwy Stg 1 6.32 - - - - - Critical Hdwy Stg 2 6.32 - - - - - Follow-up Hdwy 3.76 3.82 2.25 - - - Pet Cap-1 Maneuver 105 329 543 - - - Stage 1 200 - - - - - Stage 2 757 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 98 329 543 - - - Mov Cap-2 Maneuver 98 - - - - - Stage 1 187 - - - - - Stage 2 757 - - - - - N ffim HCM Control Delay,s 27.4 1.6 0 HCM LOS D M 1 Jl yll U I 111101111 I'� Ill I Capacity(veh/h) 543 - 194 - - HCM Lane V/C Ratio 0.057 - 0.174 - - HCM Control Delay(s) 12 0.3 27.4 - - HCM Lane LOS B A D - - HCM 95th%tile Q(veh) 0.2 - 0.6 - - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 18 10: Osgood Street (Route 125) & 1600 Osgood St South Driveway 1 Lanes, Volumes, Timings Existing(Generator Peak)AM Lane Configurations 4+ 0 Traffic Volume(vph) 1 3 21 268 1054 12 Future Volume(vph) 1 3 21 268 1054 12 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 11 11 11 11 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.892 0.998 Flt Protected 0.990 0.996 Satd. Flow(prot) 1902 0 0 3236 3413 0 Flt Permitted 0.990 0.996 Satd. Flow(perm) 1902 0 0 3236 3413 0 Link Speed(mph) 25 40 40 Link Distance(ft) 329 254 1159 Travel Time(s) 9.0 4.3 19.8 Peak Hour Factor 0.80 0.80 0.89 0.89 0.86 0.86 Heavy Vehicles 0% 0% 0% 8% 2% 5% Adj. Flow(vph) 1 4 24 301 1226 14 Shared Lane Traffic(%) Lane Group Flow(vph) 5 0 0 325 1240 0 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 39.5% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 19 10: Osgood Street (Route 125) & 1600 Osgood St South Driveway 1 HCM 6th TWSC Existing(Generator Peak)AM Int Delay,s/veh 0.3 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +'+ 0 Traffic Vol,veh/h 1 3 21 268 1054 12 Future Vol,veh/h 1 3 21 268 1054 12 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 89 89 86 86 Heavy Vehicles,% 0 0 0 8 2 5 Mvmt Flow 1 4 24 301 1226 14 MW Conflicting Flow All 1432 620 1240 0 - 0 Stage 1 1233 - - - - - Stage 2 199 - - - - - Critical Hdwy 6.8 6.9 4.1 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pet Cap-1 Maneuver 127 436 569 - - - Stage 1 242 - - - - - Stage 2 821 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 121 436 569 - - - Mov Cap-2 Maneuver 121 - - - - - Stage 1 230 - - - - - Stage 2 821 - - - - - N ffim HCM Control Delay,s 18.9 1.1 0 HCM LOS C M 1 Jl yll U I 111101111 I'� Ill I Capacity(veh/h) 569 - 264 - - HCM Lane V/C Ratio 0.041 - 0.019 - - HCM Control Delay(s) 11.6 0.3 18.9 - - HCM Lane LOS B A C - - HCM 95th%tile Q(veh) 0.1 - 0.1 - - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 20 11: Main Street/North Main Street & Sutton Street Lanes, Volumes, Timings Existing(Generator Peak)AM Lane Configurations ' ' Traffic Volume(vph) 1 392 189 186 467 5 152 11 162 4 5 2 Future Volume(vph) 1 392 189 186 467 5 152 11 162 4 5 2 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 12 12 12 15 15 15 Storage Length(ft) 0 75 100 0 0 100 0 0 Storage Lanes 0 1 1 0 0 1 0 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.998 0.850 0.971 Flt Protected 0.950 0.955 0.982 Satd. Flow(prot) 0 1801 1531 1728 1796 0 0 1798 1599 0 1662 0 Flt Permitted 0.999 0.370 0.730 0.898 Satd. Flow(perm) 0 1799 1531 673 1796 0 0 1374 1599 0 1520 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 154 1 180 3 Link Speed(mph) 30 30 30 30 Link Distance(ft) 400 519 726 320 Travel Time(s) 9.1 11.8 16.5 7.3 Peak Hour Factor 0.93 0.93 093 0.80 0.80 0.80 0.90 0.90 0.90 0.80 0.80 0.80 Heavy Vehicles(%) 0% 2% 2% 1% 2% 6% 1% 0% 1% 0% 13% 67% Adj. Flow(vph) 1 422 203 233 584 6 169 12 180 5 6 3 Shared Lane Traffic(%) Lane Group Flow(vph) 0 423 203 233 590 0 0 181 180 0 14 0 Turn Type Perm NA Prot D.P+P NA Perm NA Prot Perm NA Protected Phases 2 2 1 12 4 4 4 Permitted Phases 2 2 4 4 Detector Phase 2 2 2 1 12 4 4 4 4 4 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 9.0 9.0 15.0 9.0 9.0 9.0 9.0 9.0 Total Split(s) 40.0 40.0 40.0 15.0 25.0 25.0 25.0 25.0 25.0 Total Split(%) 50.0% 50.0% 50.0% 18.8% 31.3% 31.3% 31.3% 31.3% 31.3% Maximum Green(s) 35.0 35.0 35.0 10.0 20.0 20.0 20.0 20.0 20.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min Min None None None None None None Act Effct Green(s) 24.9 24.9 35.3 40.6 13.8 13.8 13.8 Actuated g/C Ratio 0.38 038 0.54 0.63 0.21 0.21 0.21 v/c Ratio 0.61 0.30 0.43 0.52 0.62 0.37 0.04 Control Delay 20.4 5.7 8.7 9.3 34.8 6.8 20.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 20.4 5.7 8.7 9.3 34.8 6.8 20.5 LOS C A A A C A C North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 21 11: Main Street/North Main Street & Sutton Street Lanes, Volumes, Timings Existing(Generator Peak)AM Approach Delay 15.6 9.1 20.9 20.5 Approach LOS B A C C Queue Length 50th(ft) 126 12 33 108 64 0 3 Queue Length 95th(ft) 235 52 66 185 142 46 16 Internal Link Dist(ft) 320 439 646 240 Turn Bay Length(ft) 75 100 100 Base Capacity(vph) 1015 931 537 1415 443 637 492 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.42 0.22 0.43 0.42 0.41 0.28 0.03 111111 Area Type: Other Cycle Length:80 Actuated Cycle Length:64.8 Natural Cycle:60 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.62 Intersection Signal Delay: 13.8 Intersection LOS: B Intersection Capacity Utilization 73.7% ICU Level of Service D Analysis Period(min) 15 Splits and Phases: 11: Main Street/North Main Street&Sutton Street TO 1111 4 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 22 12: M8in Street & Waverly Road Lanes, Volumes, Timings Existing(Generator Peak)AN Lane Configurations +T 1� Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1I0 FItPmteoted 0.950 0.985 FIt Permitted 0.850 0.985 Heavy Vehicles Shared Lane Traffic Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 44.5% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment'RJS Langan 140182701 'Existing AM(GeneratorPeoN.eyn Pogo 23 12: Main Street & Waverly Road HCM 6th TWSC Existing(Generator Peak)AM Int Delay,s/veh 4.1 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +' Traffic Vol,veh/h 160 26 22 202 200 173 Future Vol,veh/h 160 26 22 202 200 173 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 33 - - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 93 93 89 89 80 80 Heavy Vehicles,% 2 3 1 2 2 2 Mvmt Flow 172 28 25 227 250 216 MW Conflicting Flow All 635 358 466 0 - 0 Stage 1 358 - - - - - Stage 2 277 - - - - - Critical Hdwy 6.42 6.23 4.11 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.327 2.209 - - - Pet Cap-1 Maneuver 443 684 1101 - - - Stage 1 707 - - - - - Stage 2 770 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 431 684 1101 - - - Mov Cap-2 Maneuver 431 - - - - - Stage 1 689 - - - - - Stage 2 770 - - - - - N ffim HCM Control Delay,s 17.6 0.8 0 HCM LOS C M 1 Jl yll U I 111101111 11 I'� Ill I� ' � �' 1 ui 10' II III � �' �� �' Capacity(veh/h) 1101 - 431 684 - - HCM Lane V/C Ratio 0.022 - 0.399 0.041 - - HCM Control Delay(s) 8.3 0 18.8 105 - - HCM Lane LOS A A C B - - HCM 95th%tile Q(veh) 0.1 - 1.9 01 - - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 24 13: Chickering Road (Route 125)/Osgood Street (Route 125) & Colgate Drive/Osgood Street Lanes, Volumes, Timings Existing(Generator Peak)AM Lane Configurations Traffic Volume(vph) 0 5 6 0 0 82 4 188 0 339 576 1 Future Volume(vph) 0 5 6 0 0 82 4 188 0 339 576 1 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 13 13 13 13 13 13 13 13 13 13 13 13 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.923 0.865 Flt Protected 0.999 0.982 Satd. Flow(prot) 0 1812 0 0 1602 0 0 1905 0 0 1883 0 Flt Permitted 0.999 0.982 Satd. Flow(perm) 0 1812 0 0 1602 0 0 1905 0 0 1883 0 Link Speed(mph) 30 40 30 40 Link Distance(ft) 536 579 500 605 Travel Time(s) 12.2 9.9 11.4 10.3 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.93 0.93 0.93 Heavy Vehicles 0% 0% 0% 0% 0% 6% 0% 3% 0% 3% 2% 0% Adj. Flow(vph) 0 6 8 0 0 103 5 235 0 365 619 1 Shared Lane Traffic(%) Lane Group Flow(vph) 0 14 0 0 103 0 0 240 0 0 985 0 Sign Control Stop Stop Free Free �I��6111111,I�III IN#NMI Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 74.3% ICU Level of Service D Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 25 13: Chickering Road (Route 125)/Osgood Street (Route 125) & Colgate Drive/Osgood Street HCM 6th TWSC Existing(Generator Peak)AM Int Delay,s/veh 3.6 II a II al �Jlll i i u i W" 1111il NJ WIffir IIIIIINVOWN Lane Configurations 4� 4� 4� Traffic Vol,veh/h 0 5 6 0 0 82 4 188 0 339 576 1 Future Vol,veh/h 0 5 6 0 0 82 4 188 0 339 576 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 80 80 80 80 80 80 80 80 80 93 93 93 Heavy Vehicles,% 0 0 0 0 0 6 0 3 0 3 2 0 Mvmt Flow 0 6 8 0 0 103 5 235 0 365 619 1 M ���1 Ill 0� NI,' �INN Conflicting Flow All 1647 1595 620 1602 1595 235 620 0 0 235 0 0 Stage 1 1350 1350 - 245 245 - - - - - - - Stage 2 297 245 - 1357 1350 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 65 6.26 4.1 - - 4.13 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 55 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.354 2.2 - - 2.227 - - Pot Cap-1 Maneuver 80 108 492 86 108 794 970 - - 1326 - - Stage 1 188 221 - 763 707 - - - - - - - Stage 2 716 707 - 186 221 - - - - - - - Platoon blocked,% - - - - Mov Cap-1 Maneuver 47 62 492 53 62 794 970 - - 1326 - - Mov Cap-2 Maneuver 47 62 - 53 62 - - - - - - - Stage 1 187 128 - 758 703 - - - - - - Stage 2 620 703 - 101 128 - - - - - - - N ffim HCM Control Delay,s 39`.5 10.2 0.2 3.2 HCM LOS E B II 111 U 11 � I 11111 01111161111mil WjjI X/1111110 W/ 1401 � Maui y ii �iui ii i y i 1111 Capacity(veh/h) 970 - - 118 794 1326 - - HCM Lane V/C Ratio 0.005 - - 0.117 0.129 0.275 - - HCM Control Delay(s) 8.7 0 - 39.5 10.2 8.7 0 - HCM Lane LOS A A - E B A A - HCM 95th%tile Q(veh) 0 - - 0.4 0.4 1.1 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 26 14: High Street/Poor Street & Sutton Street Lanes, Volumes, Timings Existing(Generator Peak)AM Lane Configurations ' Traffic Volume(vph) 1 381 0 52 536 0 0 0 23 1 1 1 Future Volume(vph) 1 381 0 52 536 0 0 0 23 1 1 1 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 13 13 13 14 14 14 9 9 9 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 0.955 Flt Protected 0.996 0.984 Satd. Flow(prot) 0 2111 0 0 1936 0 0 1753 0 0 1607 0 Flt Permitted 0.996 0.984 Satd. Flow(perm) 0 2111 0 0 1936 0 0 1753 0 0 1607 0 Link Speed(mph) 30 30 30 30 Link Distance(ft) 243 509 91 330 Travel Time(s) 5.5 11.6 2.1 7.5 Peak Hour Factor 0.93 0.93 0.93 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles(%) 0% 2% 0% 1% 1% 2% 0% 0% 0% 0°l0 0% 0% Adj. Flow(vph) 1 410 0 65 670 0 0 0 29 1 1 1 Shared Lane Traffic(%) Lane Group Flow(vph) 0 411 0 0 735 0 0 29 0 0 3 0 Sign Control Free Free Stop Stop Area Type Other Control Type: Unsignalized Intersection Capacity Utilization64.5% ICU Level of Service C Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 27 14: High Street/Poor Street & Sutton Street HCM 6th TWSC Existing(Generator Peak)AM Int Delay,s/veh 0.8 II a II al �Jlll i i u i 1111111110 W" 1111il NJ WIffir IIIIIINVOWN Lane Configurations +' 4� 4� 4� Traffic Vol,veh/h 1 381 0 52 536 0 0 0 23 1 1 1 Future Vol,veh/h 1 381 0 52 536 0 0 0 23 1 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 80 80 80 80 80 80 80 80 80 Heavy Vehicles,% 0 2 0 1 1 2 0 0 0 0 0 0 Mvmt Flow 1 410 0 65 670 0 0 0 29 1 1 1 Conflicting Flow All 670 0 - 410 0 0 1213 1212 410 1227 1212 670 Stage 1 - - - - - - 412 412 - 800 800 - Stage 2 - - - - - - 801 800 - 427 412 - Critical Hdwy 4.1 - - 411 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 ; 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.209 - - 3.5 4 3.3 3.5 4 3.3 Pet Cap-1 Maneuver 930 - 0 1154 - - 160 184 646 157 184 460 Stage 1 - - 0 - - - 621 598 - 382 400 - Stage 2 - - 0 - - - 381 400 - 610 598 - Platoon blocked,% - - - Mov Cap-1 Maneuver 930 - - 1154 - - 148 167 646 140 167 460 Mov Cap-2 Maneuver - - - - - - 148 167 - 140 167 - Stage 1 - - - - - - 620 597 - 382 364 Stage 2 - - - - - - 345 364 - 582 597 - N ffim HCM Control Delay,s 0 0.7 10.8 23.7 HCM LOS B C i Capacity(veh/h) 646 930 - 1154 - - 196 HCM Lane V/C Ratio 0.045 0.001 - 0.056 - - 0.019 HCM Control Delay(s) 10.8 8.9 0 83 0 - 23.7 HCM Lane LOS B A A A A - C HCM 95th%tile Q(veh) 0.1 0 - 02 - - 0.1 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 28 15: High Street & Chadwick Street Lanes, Volumes, Timings Existing(Generator Peak)AM Lane Configurations Traffic Volume(vph) 0 54 51 4 32 1 37 22 5 0 53 0 Future Volume(vph) 0 54 51 4 32 1 37 22 5 0 53 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 15 15 15 16 16 16 16 16 16 12 12 12 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.934 0.997 0.990 Flt Protected 0.995 0.972 Satd. Flow(prot) 0 1952 0 0 2136 0 0 2072 0 0 1881 0 Flt Permitted 0.995 0.972 Satd. Flow(perm) 0 1952 0 0 2136 0 0 2072 0 0 1881 0 Link Speed(mph) 30 30 30 30 Link Distance(ft) 255 496 276 91 Travel Time(s) 5.8 11.3 6.3 2.1 Peak Hour Factor 0.93 0.93 0.93 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 1% 0% Adj. Flow(vph) 0 58 55 5 40 1 46 28 6 0 66 0 Shared Lane Traffic(%) Lane Group Flow(vph) 0 113 0 0 46 0 0 80 0 0 66 0 Sign Control Stop Stop Stop Stop �I��6111111,I�III IN#NMI Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 22.8% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 29 15: High Street & Chadwick Street HCM 6th AWSC Existing(Generator Peak)AM Intersection Delay,s/veh 7.6 Intersection LOS A M��01�01�� *11 1!,W1, Lane Configurations Traffic Vol,veh/h 0 54 51 4 32 1 37 22 5 0 53 0 Future Vol,veh/h 0 54 51 4 32 1 37 22 5 0 53 0 Peak Hour Factor 0.93 0.93 093 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles,% 0 0 0 0 0 0 0 0 0 0 1 0 Mvmt Flow 0 58 55 5 40 1 46 28 6 0 66 0 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 N 601110 u I i Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SIB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SIB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 7.5 7.6 7.8 7.7 HCM LOS A A A A Vol Left,% 58% 0% 11% 0% Vol Thru,% 34% 51% 86% 100% Vol Right,% 8% 49% 3% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 64 105 37 53 LT Vol 37 0 4 0 Through Vol 22 54 32 53 RT Vol 5 51 1 0 Lane Flow Rate 80 113 46 66 Geometry Grp 1 1 1 1 Degree of Util(X) 0.095 0.122 0.056 0.078 Departure Headway(Hd) 4.295 3.896 4.351 4.254 Convergence,Y/N Yes Yes Yes Yes Cap 822 903 828 829 Service Time 2.385 1.993 2.351 2.348 HCM Lane V/C Ratio 0.097 0.125 0.056 0.08 HCM Control Delay 7.8 7.5 7.6 7.7 HCM Lane LOS A A A A HCM 95th-tile Q 0.3 0.4 0.2 0.3 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 30 16: Chadwick Street & Sutton Street Lanes, Volumes, Timings Existing(Generator Peak)AM Lane Configurations ' Traffic Volume(vph) 382 105 0 537 69 0 Future Volume(vph) 382 105 0 537 69 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.971 At Protected 0.950 Satd. Flow(prot) 1816 0 0 1881 1805 0 Flt Permitted 0.950 Satd. Flow(perm) 1816 0 0 1881 1805 0 Link Speed(mph) 30 30 30 Link Distance(ft) 1208 243 255 Travel Time(s) 27.5 5.5 5.8 Peak Hour Factor 0.93 0.93 080 0.80 0.80 0.80 Heavy Vehicles(%) 2% 0% 0% 1% 0% 0% Adj. Flow(vph) 411 113 0 671 86 0 Shared Lane Traffic(%) Lane Group Flow(vph) 524 0 0 671 86 0 Sign Control Free Free Stop 11111 Will W11111 Area Type: Other Control Type: Unsignalzed Intersection Capacity Utilization 38.8% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 31 16: Chadwick Street & Sutton Street HCM 6th TWSC Existing(Generator Peak)AM Int Delay,s/veh 2.1 II ull �I I �Jlll i u iui i u� i p 11111111N u Lane Configurations +T Traffic Vol,veh/h 382 105 0 537 69 0 Future Vol,veh/h 382 105 0 537 69 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 93 93 80 80 80 80 Heavy Vehicles,% 2 0 0 1 0 0 Mvmt Flow 411 113 0 671 86 0 Conflicting Flow All 0 0 524 0 1139 468 Stage 1 - - - - 468 - Stage 2 - - - - 671 - Critical Hdwy - - 4.1 - 64 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 54 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pet Cap-1 Maneuver - 1053 - 225 599 Stage 1 - - - - 634 - Stage 2 - - - - 512 - Platoon blocked,% - - - Mov Cap-1 Maneuver - 1053 - 225 599 Mov Cap-2 Maneuver - - - - 225 - Stage 1 - - - - 634 - Stage 2 - - - - 512 - N ffim HCM Control Delay,s 0 0 30.6 HCM LOS D M 1 J1 yll U I 111101111 I'� IllyI V � � �� i��u� � Capacity(veh/h) 225 - - 1053 - HCM Lane V/C Ratio 0.383 - - - - HCM Control Delay(s) 30.6 - - 0 - HCM Lane LOS D - - A - HCM 95th%tile Q(veh) 1.7 - - 0 - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 32 17: Boston Road (Route 125)/Knipe Road (Route 125) & Cross Road & Boston Road Lanes, Volumes, Timings Existing(Generator Peak)AM t 4r Lane Configurations 4M 4M Traffic Volume(vph) 16 299 32 5 1042 1 3 5 48 94 3 17 Future Volume(vph) 16 299 32 5 1042 1 3 5 48 94 3 17 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 15 15 15 15 15 15 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.986 0.884 0.976 Flt Protected 0.998 0.993 0.960 Satd. Flow(prot) 0 3227 0 0 3418 0 0 1777 0 1905 0 0 Flt Permitted 0.998 0.993 0.960 Satd. Flow(perm) 0 3227 0 0 3418 0 0 1777 0 1905 0 0 Link Speed(mph) 35 35 30 30 Link Distance(ft) 680 910 593 719 Travel Time(s) 13.2 17.7 13.5 16.3 Peak Hour Factor 0.87 0.87 0.87 0.82 0.82 0.82 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles 4% 7% 2% 24% 2% 0% 0% 8% 3% 3% 0% 2% Adj. Flow(vph) 18 344 37 6 1271 1 4 6 60 118 4 21 Shared Lane Traffic(%) Lane Group Flow(vph) 0 399 0 0 1278 0 0 70 0 143 0 0 Sign Control Free Free Stop Stop �I��6111111,I�III IN#NMI Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 52.2% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 33 17: Boston Road (Route 125)/Knipe Road (Route 125) & Cross Road & Boston Road HCM 6th TWSC Existing(Generator Peak)AM Int Delay,s/veh 8.6 II II a r�al �Jlll �� i i i i WNIIIIII u Lane Configurations ' ' Traffic Vol,veh/h 16 299 32 5 1042 1 5 48 94 3 Future Vol,veh/h 16 299 32 5 1042 1 5 48 94 3 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop RT Channelized None - None - None Storage Length - - - - - - 0 - 0 - Veh in Median Storage,# - 0 - - 0 - 0 - 0 - Grade,% - 0 - - 0 - 0 - 0 - Peak Hour Factor 87 87 87 82 82 82 80 80 80 80 Heavy Vehicles,% 4 7 2 24 2 0 8 3 3 0 Mvmt Flow 18 344 37 6 1271 1 6 60 118 4 Conflicting Flow All 1272 0 0 381 0 0 1494 636 1050 191 Stage 1 - - - - - - 1284 - 399 - Stage 2 - - - - - - 210 - 651 - Critical Hdwy 4.18 - - 458 - - 7.5 6.96 7.56 6.94 Critical Hdwy Stg 1 - - - - - - 6.5 - 6.56 - Critical Hdwy Stg 2 - - - - - - 6.5 - 6.56 - Follow-up Hdwy 2.24 - - 2.44 - - 3.5 3.33 3.53 3.32 Pet Cap-1 Maneuver 531 - - 1031 - - 87 418 180 818 Stage 1 - - - - - - 177 - 596 - Stage 2 - - - - - - 778 - 421 - Platoon blocked,% - - - - Mov Cap-1 Maneuver 531 - - 1031 - - 78 418 138 818 Mov Cap-2 Maneuver - - - - - - 78 - 138 - Stage 1 - - - - - - 169 - 570 Stage 2 - - - - - - 721 - 343 - N ffim HCM Control Delay,s 0.7 0.1 23.9 99.1 HCM LOS C F II 111 Ull � I 11111 ����1 11 I�� II)I� i i �i � uu ii i uiJ� I ��� 1i�IIIIIIN Capacity(veh/h) 531 - - 260 1031 - - 158 HCM Lane V/C Ratio 0.035 - - 0.269 0.006 - - 0.878 HCM Control Delay(s) 12 0.2 - 239 8.5 0.1 ; - 99.1 HCM Lane LOS B A - C A A - F HCM 95th%tile Q(veh) 0.1 - - 11 0 - - 6.1 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 34 18: Boston Road (Route 125) & Farrwood Drive (North) Lanes, Volumes, Timings Existing(Generator Peak)AM t Lane Configurations Y 0 4 t Traffic Volume(vph) 31 62 285 4 11 1173 Future Volume(vph) 31 62 285 4 11 1173 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 15 15 11 11 11 11 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.910 0.998 Flt Protected 0.984 Satd. Flow(prot) 1847 0 3170 0 0 3388 Flt Permitted 0.984 Satd. Flow(perm) 1847 0 3170 0 0 3388 Link Speed(mph) 30 35 35 Link Distance(ft) 512 1354 680 Travel Time(s) 11.6 26.4 13.2 Peak Hour Factor 0.80 0.80 0.80 0.80 0.89 0.89 Heavy Vehicles 0% 2% 10% 0% 2% 3% Adj. Flow(vph) 39 78 356 5 12 1318 Shared Lane Traffic(%) Lane Group Flow(vph) 117 0 361 0 0 1330 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 52.3% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 35 18: Boston Road (Route 125) & Farrwood Drive (North) HCM 6th TWSC Existing(Generator Peak)AM Int Delay,s/veh 1.3 II WN 11111111 ll> u Lane Configurations Y 0 Traffic Vol,veh/h 31 62 285 4 11 1173 Future Vol,veh/h 31 62 285 4 11 1173 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 80 80 80 80 89 89 Heavy Vehicles,% 0 2 10 0 2 3 Mvmt Flow 39 78 356 5 12 1318 I Conflicting Flow All 1042 181 0 0 361 0 Stage 1 359 - - - - - Stage 2 683 - - - - - Critical Hdwy 6.8 6.94 - - 4.14 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.32 - - 2.22 - Pet Cap-1 Maneuver 229 831 - - 1194 - Stage 1 683 - - - - - Stage 2 468 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 220 831 - - 1194 - Mov Cap-2 Maneuver 220 - - - - - Stage 1 657 - - - - - Stage 2 468 - - - - - HCM Control Delay,s 16.4 0 0.3 HCM LOS C M 1 Jl yll U I 111101111 I'� Ill I� ' °�' a �"�' Capacity(veh/h) - - 432 1194 - HCM Lane V/C Ratio - - 0.269 0.01 - HCM Control Delay(s) - - 16.4 8 0.2 HCM Lane LOS - - C A A HCM 95th%tile Q(veh) - - 1.1 0 - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 36 19: Boston Road (Route 125) & Farrwood Drive (South) Lanes, Volumes, Timings Existing(Generator Peak)AM t Lane Configurations Traffic Volume(vph) 45 36 253 5 16 1188 Future Volume(vph) 45 36 253 5 16 1188 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 15 15 11 11 11 11 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.940 0.997 Flt Protected 0.973 0.999 Satd. Flow(prot) 1912 0 3168 0 0 3382 Flt Permitted 0.973 0.999 Satd. Flow(perm) 1912 0 3168 0 0 3382 Link Speed(mph) 30 35 35 Link Distance(ft) 1050 202 1354 Travel Time(s) 23.9 3.9 26.4 Peak Hour Factor 0.80 0.80 0.80 0.80 0.88 0.88 Heavy Vehicles 0% 0% 10% 0% 10% 3% Adj. Flow(vph) 56 45 316 6 18 1350 Shared Lane Traffic(%) Lane Group Flow(vph) 101 0 322 0 0 1368 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 55.2% ICU Level of Service B Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 37 19: Boston Road (Route 125) & Farrwood Drive (South) HCM 6th TWSC Existing(Generator Peak)AM Int Delay,s/veh 1.4 II WN 11111111 ll> u Lane Configurations Y 0 Traffic Vol,veh/h 45 36 253 5 16 1188 Future Vol,veh/h 45 36 253 5 16 1188 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 80 80 80 80 88 88 Heavy Vehicles,% 0 0 10 0 10 3 Mvmt Flow 56 45 316 6 18 1350 I Conflicting Flow All 1030 161 0 0 322 0 Stage 1 319 - - - - - Stage 2 711 - - - - - Critical Hdwy 6.8 6.9 - - 4.3 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.3 - Pet Cap-1 Maneuver 233 862 - - 1179 - Stage 1 716 - - - - - Stage 2 453 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 219 862 - - 1179 - Mov Cap-2 Maneuver 219 - - - - - Stage 1 672 - - - - - Stage 2 453 - - - - - HCM Control Delay,s 20.8 0 03 HCM LOS C M 1 Jl yll U I 111101111 I'� Ill I� ' °�' a �"�' Capacity(veh/h) - - 328 1179 - HCM Lane V/C Ratio - - 0.309 0.015 - HCM Control Delay(s) - - 20.8 81 0.2 HCM Lane LOS - - C A A HCM 95th%tile Q(veh) - - 1.3 0 - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 38 20: Osgood Street (Route 125)/Boston Road (Route 125) & Bradford Street Lanes, Volumes, Timings Existing(Generator Peak)AM t Lane Configurations 0 + Y Traffic Volume(vph) 233 3 111 1122 18 25 Future Volume(vph) 233 3 111 1122 18 25 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 15 15 Lane Util. Factor 0.95 0.95 0.95 0.95 1.00 1.00 Frt 0.998 0.922 Flt Protected 0.996 0.979 Satd. Flow(prot) 3223 0 0 3414 1876 0 Flt Permitted 0.996 0.979 Satd. Flow(perm) 3223 0 0 3414 1876 0 Link Speed(mph) 35 40 30 Link Distance(ft) 650 202 1063 Travel Time(s) 12.7 3.4 24.2 Peak Hour Factor 0.80 0.80 0.88 0.88 0.80 0.80 Heavy Vehicles 8% 13% 0% 2% 0% 1% Adj. Flow(vph) 291 4 126 1275 23 31 Shared Lane Traffic(%) Lane Group Flow(vph) 295 0 0 1401 54 0 Sign Control Free Free Stop Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 54.1% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 39 20: Osgood Street (Route 125)/Boston Road (Route 125) & Bradford Street HCM 6th TWSC Existing(Generator Peak)AM Int Delay,s/veh 2.1 M�Wx� Lane Configurations 0 Traffic Vol,veh/h 233 3 111 11`22 18 25 Future Vol,veh/h 233 3 111 1122 18 25 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 88 88 80 80 Heavy Vehicles,% 8 13 0 2 0 1 Mvmt Flow 291 4 126 1275 23 31 Conflicting Flow All 0 0 295 0 1183 148 Stage 1 - - - - 293 - Stage 2 - - - - 890 - Critical Hdwy - - 4.1 - 68 6.92 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 58 - Follow-up Hdwy - - 2.2 - 3.5 3.31 Pet Cap-1 Maneuver - 1278 - 185 875 Stage 1 - - - - 737 - Stage 2 - - - - 366 - Platoon blocked,% - - - Mov Cap-1 Maneuver - 1278 - 122 875 Mov Cap-2 Maneuver - - - - 122 - Stage 1 - - - - 488 - Stage 2 - - - - 366 - N ffim HCM Control Delay,s 0 1.7 239 HCM LOS C M 1 Jl�11 U I 111101111 1111mil WjjI Capacity(veh/h) - - 244 1278 - HCM Lane V/C Ratio - - 0.22 0.099 - HCM Control Delay(s) - - 23.9 81 1.1 HCM Lane LOS - - C A A HCM 95th%tile Q(veh) - - 0.8 0.3 - North Andover Redevelopment-RJS Langan 140182701 -Existing AM(Generator Peak).syn Page 40 2018 Existing P.M. (Generator Peak-Hour) LA/VfjA N 1: Shelley Road/Ward Hill Avenue & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Generator Peak)PM Lane Configurations Traffic Volume(vph) 50 1090 45 96 689 43 135 13 52 77 17 0 Future Volume(vph) 50 1090 45 96 689 43 135 13 52 77 17 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 300 600 275 425 0 275 0 0 Storage Lanes 1 1 1 2 1 1 0 0 Taper Length(ft) 100 75 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.960 0.961 Satd. Flow(prot) 1770 3574 1553 1752 3539 1583 1698 1695 1583 0 1790 0 Flt Permitted 0.950 0.950 0.950 0.960 0.961 Satd. Flow(perm) 1770 3574 1553 1752 3539 1583 1698 1695 1583 0 1790 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 364 364 364 Link Speed(mph) 55 55 30 30 Link Distance(ft) 1096 1082 437 665 Travel Time(s) 13.6 13.4 9.9 15.1 Peak Hour Factor 0.91 0.91 0.91 0.96 0.96 0.96 0.87 0.87 0.87 0.80 0.80 0.80 Heavy Vehicles 2% 1% 4% 3% 2% 2% 1% 8% 2% 2% 2% 2% Adj. Flow(vph) 55 1198 49 100 718 45 155 15 60 96 21 0 Shared Lane Traffic(%) 45% Lane Group Flow(vph) 55 1198 49 100 718 45 85 85 60 0 117 0 Turn Type Prot NA Free Prot NA Free Split NA Free Split NA Protected Phases 1 6 5 2 3 3 4 4 Permitted Phases Free Free Free Detector Phase 1 6 5 2 3 3 4 4 Switch Phase Minimum Initial(s) 6.0 12.0 6.0 12.0 6.0 6.0 6.0 6.0 Minimum Split(s) 13.0 19.0 13.0 19.0 12.0 12.0 12.0 12.0 Total Split(s) 17.0 35.0 17.0 35.0 22.0 22.0 16.0 16.0 Total Split(%) 18.9% 38.9% 18.9% 38.9% 24.4% 24.4% 17.8% 17.8% Maximum Green(s) 10.0 28.0 10.0 28.0 16.0 16.0 10.0 10.0 Yellow Time(s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Min None Min None None None None Act Effct Green(s) 9.4 36.1 77.3 9.0 38.2 77.3 9.8 9.8 77.3 9.2 Actuated g/C Ratio 0.12 0.47 1.00 0.12 0.49 1.00 0.13 0.13 1.00 0.12 v/c Ratio 0.26 0.72 0.03 0.49 0.41 0.03 0.40 0.40 0.04 0.55 Control Delay 37.3 29.2 0.0 44.5 21.2 0.0 39.7 39.7 0.0 46.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.3 29.2 0.0 44.5 21.2 0.0 39.7 39.7 0.0 46.5 LOS D C A D C A D D A D Approach Delay 28.4 22.8 29.4 46.5 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 1 1: Shelley Road/Ward Hill Avenue & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Generator Peak)PM f Approach LOS C C C D Queue Length 50th(ft) 25 -330 0 50 176 0 44 44 0 59 Queue Length 95th(ft) 64 #512 0 103 236 0 86 86 0 103 Internal Link Dist(ft) 1016 1002 357 585 Turn Bay Length(ft) 300 600 275 425 275 Base Capacity(vph) 258 1667 1553 236 1788 1583 367 366 1583 242 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn © 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.21 0.72 0.03 0.42 0.40 0.03 0.23 0.23 0.04 0.48 11110 If Area Type: Other Cycle Length:90 Actuated Cycle Length:77.3 Natural Cycle:65 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.72 Intersection Signal Delay:27.4 Intersection LOS:C Intersection Capacity Utilization63.9% ICU Level of Service B Analysis Period(min) 15 Description: MassDOT ID:0859 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: 1:Shelley RoadMard Hill Avenue&Industrial Avenue(Route 125 Connector) , 3 0 5 t06 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 2 2: Industrial Avenue (Route 125 Connector) & Ward Hill Industrial Park Lanes, Volumes, Timings Existing(Generator Peak)PM 1151-0 Lane Configurations Traffic Volume(vph) 38 781 1135 4 1 37 Future Volume(vph) 38 781 1135 4 1 37 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 12 14 16 16 Storage Length(ft) 250 175 0 0 Storage Lanes 1 1 1 0 Taper Length(ft) 100 25 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 Frt 0.850 0.868 FIt Protected 0.950 0.999 Satd. Flow(prot) 1805 3574 3574 1723 1867 0 FIt Permitted 0.950 0.999 Satd. Flow(perm) 1805 3574 3574 1723 1867 0 Right Turn on Red Yes Yes Satd. Flow(RTOR) 4 46 Link Speed(mph) 35 55 25 Link Distance(ft) 837 905 199 Travel Time(s) 16.3 11.2 5.4 Peak Hour Factor 0.89 0.89 0.89 0.89 0.80 0.80 Heavy Vehicles 0% 1% 1% 0% 0% 0% Adj. Flow(vph) 43 878 1275 4 1 46 Shared Lane Traffic(%) Lane Group Flow(vph) 43 878 1275 4 47 0 Turn Type Prot NA NA pt+ov Prot Protected Phases 5 2 6 64 4 Permitted Phases Detector Phase 5 2 6 6 4 Switch Phase Minimum Initial(s) 8.0 10.0 10.0 8.0 Minimum Split(s) 14.0 18.0 18.0 14.0 Total Split(s) 12.0 69.0 57.0 21.0 Total Split(%) 13.3% 76.7% 63.3% 23.3% Maximum Green(s) 6.0 61.0 49.0 15.0 Yellow Time(s) 4.0 5.0 5.0 4.0 All-Red Time(s) 2.0 3.0 3.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 8.0 8.0 6.0 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 2.0 2.0 2.0 2.0 Recall Mode None C-Min C-Min None Act Effct Green(s) 6.0 76.8 69.6 78.0 8.0 Actuated g/C Ratio 0.07 0.85 0.77 0.87 0.09 v/c Ratio 0.36 0.29 0.46 0.00 0.23 Control Delay 48.9 2.8 18.2 4.2 15.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 48.9 2.8 18.2 4.2 15.4 LOS D A B A B North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 3 2: Industrial Avenue (Route 125 Connector) & Ward Hill Industrial Park Lanes, Volumes, Timings Existing(Generator Peak)PM 1151-0 Approach Delay 4.9 18.1 15.4 Approach LOS A B B Queue Length 50th(ft) 24 68 354 1 1 Queue Length 95th(ft) 57 87 414 m2 26 Internal Link Dist(ft) 757 825 119 Turn Bay Length(ft) 250 175 Base Capacity(vph) 120 3050 2763 1494 349 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn © 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.36 0.29 0.46 0.00 0.13 111111 Area Type: Other Cycle Length:90 Actuated Cycle Length:90 Offset:88(98%), Referenced to phase 2:SET and 6:NWT,Start of Green Natural Cycle:60 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.46 Intersection Signal Delay: 12.7 Intersection LOS: B Intersection Capacity Utilization 49.9% ICU Level of Service A Analysis Period(min) 15 Description: MassDOT ID: 1123 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: Industrial Avenue(Route 125 Connector)&Ward Hill Industrial Park 02 4L C4 05 V10 6 1 11111111mn North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 4 3: South Main Street (Route 125) & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Generator Peak)PM t Lane Configurations Traffic Volume(vph) 734 0 220 399 495 301 Future Volume(vph) 734 0 220 399 495 301 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 0 275 Storage Lanes 2 1 2 1 Taper Length(ft) 25 25 Lane Util. Factor 0.97 1.00 0.95 1.00 0.97 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow(prot) 3467 0 3574 1583 3433 1568 Flt Permitted 0.950 0.950 Satd. Flow(perm) 3467 0 3574 1583 3433 1568 Right Turn on Red Yes Yes Satd. Flow(RTOR) 438 324 Link Speed(mph) 35 35 35 Link Distance(ft) 2268 1445 905 Travel Time(s) 44.2 28.1 17.6 Peak Hour Factor 0.96 0.96 0.91 0.91 0.93 0.93 Heavy Vehicles 1% 0% 1% 2% 2% 3% Adj. Flow(vph) 765 0 242 438 532 324 Shared Lane Traffic(%) Lane Group Flow(vph) 765 0 242 438 532 324 Turn Type Prot NA Free Prot Free Protected Phases 6 2 8 Permitted Phases Free Free Detector Phase 6 2 8 Switch Phase Minimum Initial(s) 10.0 10.0 10.0 Minimum Split(s) 16.0 16.0 16.0 Total Split(s) 36.0 21.0 33.0 Total Split(%) 40.0% 23.3% 36.7% Maximum Green(s) 30.0 15.0 27.0 Yellow Time(s) 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.5 3.5 3.5 Recall Mode None Min C-Min Act Effct Green(s) 25.0 11.5 90.0 35.4 90.0 Actuated g/C Ratio 0.28 0.13 1.00 0.39 1.00 v/c Ratio 0.79 0.53 0.28 0.39 0.21 Control Delay 34.3 40.8 0.4 19.4 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 34.3 40.8 0.4 19.4 0.3 LOS C D A B A Approach Delay 34.3 14.8 12.1 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 5 3: South Main Street (Route 125) & Industrial Avenue (Route 125 Connector) Lanes, Volumes, Timings Existing(Generator Peak)PM Approach LOS C B B Queue Length 50th(ft) 207 69 0 91 0 Queue Length 95th(ft) 255 103 0 175 0 Internal Link Dist(ft) 2188 1365 825 Turn Bay Length(ft) 275 Base Capacity(vph) 1155 595 1583 1350 1568 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn © 0 0 0 0 Reduced v/c Ratio 0.66 0.41 0.28 0.39 0.21 11110 If Area Type: Other Cycle Length:90 Actuated Cycle Length:90 Offset:0(0%), Referenced to phase 8:SEL, Start of Green, Master Intersection Natural Cycle:60 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.79 Intersection Signal Delay:20.3 Intersection LOS:C Intersection Capacity Utilization 56.7% ICU Level of Service B Analysis Period(min) 15 Description: MassDOT ID:0667 Splits and Phases: 3:South Main Street(Route 125)&Industrial Avenue(Route 125 Connector) ) 06 02 8 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 6 4: Osgood Street (Route 125) & 1600 Osgood St North Driveway 1 Lanes, Volumes, Timings Existing(Generator Peak)PM Lane Configurations + Traffic Volume(vph) 17 7 8 1147 326 10 Future Volume(vph) 17 7 8 1147 326 10 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 11 11 11 11 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 1.00 Frt 0.959 0.850 Flt Protected 0.966 Satd. Flow(prot) 1675 0 0 3447 3388 1290 Flt Permitted 0.966 Satd. Flow(perm) 1675 0 0 3447 3388 1290 Link Speed(mph) 25 40 40 Link Distance(ft) 1470 381 1704 Travel Time(s) 40.1 6.5 29.0 Peak Hour Factor 0.80 0.80 0.93 0.93 0.97 0.97 Heavy Vehicles 6% 3% 32% 1% 3% 21% Adj. Flow(vph) 21 9 9 1233 336 10 Shared Lane Traffic(%) Lane Group Flow(vph) 30 0 0 1242 336 10 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 47.3% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 7 4: Osgood Street (Route 125) & 1600 Osgood St North Driveway 1 H C M 6th TWSC Existing(Generator Peak)PM Int Delay,s/veh 0.5 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +'+ tt r Traffic Vol,veh/h 17 7 8 11`47 326 10 Future Vol,veh/h 17 7 8 1147 326 10 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - 0 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 93 93 97 97 Heavy Vehicles,% 6 3 32 1 3 21 Mvmt Flow 21 9 9 1233 336 10 MW Conflicting Flow All 971 168 346 0 - 0 Stage 1 336 - - - - - Stage 2 635 - - - - - Critical Hdwy 6.92 6.96 4.74 - - - Critical Hdwy Stg 1 5.92 - - - - - Critical Hdwy Stg 2 5.92 - - - - - Follow-up Hdwy 3.56 3.33 2.52 - - - Pet Cap-1 Maneuver 243 844 1020 - - - Stage 1 684 - - - - - Stage 2 479 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 236 844 1020 - - - Mov Cap-2 Maneuver 236 - - - - - Stage 1 665 - - - - - Stage 2 479 - - - - - N ffim HCM Control Delay,s 18.4 0.2 0 HCM LOS C M 1 Jl yll U I 111101111 I'� Ill I Capacity(veh/h) 1020 - 299 - - HCM Lane V/C Ratio 0.008 - 0.1 - - HCM Control Delay(s) 8.6 0.1 18.4 - - HCM Lane LOS A A C - - HCM 95th%tile Q(veh) 0 - 0.3 - - North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 8 5: Osgood Street (Route 125\ & 1600 Osgood St South D Convenience Store Drivewc- L8Des Volumes, Timings Existing(Generator Peak)PM 12,9'fig"1"M99'"A'" 209"'M' UP 011 Lane Configurations *1� 4M *T+ r Frt 0.850 0.919 0.988 0.850 Flow Flow Right Turn on Red Yes Yes Yes Yes 8atd Flow Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.90 0.80 0.86 0.88 0.86 Shared Lane Traffic(%) Lane Group Flow Turn Type Perm NA Prot Perm NA pm+pt NA Perm NA Prot Protected Phases 3 3 3 1 O 2 2 Detector Phase 3 3 3 3 3 1 O 2 2 2 Switch Phase Minimum Initial SplitTotal GreenMaximum All-Red Total Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None [-Min C-Min C-Min C-Min Control Delay 431 08 325 28 25 01 Total Delay 431 08 325 28 25 01 Approach Delay 255 32.5 2.8 24 Queue Length 50h(ft) 15 O 12 91 52 O North Andover Redevelopment'RJS Langan 140182701 'Existing PM (GeneratorPeoN.oyn Page 9 5: Osgood Street (Route 125) & 1600 Osgood St South Driveway 2/Raceway Convenience Store Drivewc- Lanes, Volumes, Timings Existing(Generator Peak)PM 12,9'fig"1"M99'"A'" 209"'M, UP I011 Queue Length 95th(ft) 36 0 33 1,37 16 m0 Internal Link Dist(ft) 457 254 1091 174 Turn Bay Length(ft) Base Capacity(vph) 668 880 937 2850 2844 1115 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.04 0.02 0.03 0.44 0.16 0.01 Area Type: Other Cycle Length:90 Actuated Cycle Length:90 Offset;0(0%), Referenced to phase 2:SBTLand 6:NBTL Start of Green Natural Cycle:40 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.44 Intersection Signal Delay:3.8 Intersection LOS:A Intersection Capacity Utilization 60.3% ICU Level of Service B Analysis Period(min) 15 Description: MassDOT ID: 1168 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5:Osgood Street(Route 125)&1600 Osgood St South Driveway 2/Raceway Convenience Store Driveway 014\ 0 North Andover Redevelopment-RJS Langan 140182701 -Existing PM (Generator Peak).syn Page 10 6: Osgood Street (Route 125) & Holt Road Lanes, Volumes, Timings Existing(Generator Peak)PM Lane Configurations Traffic Volume(vph) 17 23 5 1117 390 4 Future Volume(vph) 17 23 5 1117 390 4 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 12 13 12 11 16 Storage Length(ft) 0 0 220 450 Storage Lanes 1 1 1 1 Taper Length(ft) 25 50 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 FIt Protected 0.950 0.950 Satd. Flow(prot) 2046 1553 1743 3574 3490 1538 FIt Permitted 0.950 0.950 Satd. Flow(perm) 2046 1553 1743 3574 3490 1538 Link Speed(mph) 35 40 40 Link Distance(ft) 2904 613 1171 Travel Time(s) 56.6 10.4 20.0 Peak Hour Factor 0.86 0.86 0.91 0.91 0.82 0.82 Heavy Vehicles 0% 4% 7% 1% 0% 19% Adj. Flow(vph) 20 27 5 1227 476 5 Shared Lane Traffic(%) Lane Group Flow(vph) 20 27 5 1227 476 5 Sign Control Stop Free Free �I�NO I 1611)1" NMI�ifi�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIIIIIIIIIIII1111111" Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 40.9% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 11 6: Osgood Street (Route 125) & Holt Road H C M 6th TWSC Existing(Generator Peak)PM Int Delay,s/veh 0.4 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations r ft tt r Traffic Vol,veh/h 17 23 5 11`17 390 4 Future Vol,veh/h 17 23 5 1117 390 4 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Yield - None - Yield Storage Length 0 0 220 - - 450 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 86 86 91 91 82 82 Heavy Vehicles,% 0 4 7 1 0 19 Mvmt Flow 20 27 5 1227 476 5 MW Conflicting Flow All 1100 238 476 0 - 0 Stage 1 476 - - - - - Stage 2 624 - - - - - Critical Hdwy 6.8 6.98 4.24 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.34 2.27 - - - Pet Cap-1 Maneuver 210 757 1048 - - - Stage 1 597 - - - - - Stage 2 502 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 209 757 1048 - - - Mov Cap-2 Maneuver 209 - - - - - Stage 1 594 - - - - - Stage 2 502 - - - - - N ffim HCM Control Delay,s 15.9 0 0 HCM LOS C M 1 Jl yll U I 111101111 11 I'� Ill I� ' � �' 1 ui 10' II III � �' �� �' Capacity(veh/h) 1048 - 209 757 - - HCM Lane V/C Ratio 0.005 - 0.095 0.035 - - HCM Control Delay(s) 8.5 - 24 99 - - HCM Lane LOS A - C A - - HCM 95th%tile Q(veh) 0 - 0.3 01 - - North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 12 7: Great Pond Road (Route 133)/Casa Blanca Driveway & Osgood Street (Route 125) Lanes, Volumes, Timings Existing(Generator Peak)PM Lane Configurations ' 4 +T r Traffic Volume(vph) 15 1162 296 61 519 6 235 1 72 9 4 9 Future Volume(vph) 15 1162 296 61 519 6 235 1 72 9 4 9 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 16 11 11 11 16 16 16 16 16 16 Storage Length(ft) 0 110 0 0 0 75 0 0 Storage Lanes 0 1 0 0 0 1 0 0 Taper Length(ft) 25 25 25 100 Lane Util. Factor 0.95 0.95 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.998 0.850 0.945 Flt Protected 0.999 0.995 0.953 0.980 Satd. Flow(prot) 0 3452 1812 0 3435 0 0 2052 1794 0 1994 0 Flt Permitted 0.944 0.680 0.707 0.839 Satd. Flow(perm) 0 3262 1812 0 2347 0 0 1522 1794 0 1707 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 136 2 136 11 Link Speed(mph) 40 40 30 25 Link Distance(ft) 1424 1668 1320 365 Travel Time(s) 24.3 28.4 30.0 10.0 Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles(%) 0% 1% 1% 0% 1% 0% 0% 0% 2% 0% 0% 0% Adj. Flow(vph) 16 1249 31$ 66 564 7 294 1 90 11 5 11 Shared Lane Traffic(%) Lane Group Flow(vph) 0 1265 318 0 637 0 0 295 90 0 27 0 Turn Type Perm NA Free Perm NA Perm NA Free Perm NA Protected Phases 2 6 8 4 Permitted Phases 2 Free 6 8 Free 4 Detector Phase 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial(s) 10.0 10.0 10.0 10.0 5.0 5.0 5.0 5.0 Minimum Split(s) 16.0 16.0 16.0 16.0 11.0 11.0 11.0 11.0 Total Split(s) 41.0 41.0 41.0 41.0 31.0 31.0 31.0 31.0 Total Split(%) 56.9% 56.9% 56.9% 56.9% 43.1% 43.1% 43.1% 43.1% Maximum Green(s) 35.0 35.0 35.0 35.0 25.0 25.0 25.0 25.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min Min Min None None None None Act Effct Green(s) 27.5 56.6 27.5 16.4 56.6 16.4 Actuated g/C Ratio 0.49 1.00 0.49 0.29 1.00 0.29 v/c Ratio 0.80 0.18 0.56 0.67 0.05 0.05 Control Delay 17.3 0.2 13.0 26.9 0.1 12.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.3 0.2 13.0 26.9 0.1 12.3 LOS B A B C A B North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 13 7: Great Pond Road (Route 133)/Casa Blanca Driveway & Osgood Street (Route 125) Lanes, Volumes, Timings Existing(Generator Peak)PM Approach Delay 13.9 13.0 20.6 12.3 Approach LOS B B C B Queue Length 50th(ft) 172 0 72 88 0 4 Queue Length 95th(ft) 319 0 147 153 0 17 Internal Link Dist(ft) 1344 1588 1240 285 Turn Bay Length(ft) 110 75 Base Capacity(vph) 2122 1812 1527 707 1794 799 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.60 0.18 0.42 0.42 0.05 0.03 111111 Area Type: Other Cycle Length:72 Actuated Cycle Length:56.6 Natural Cycle:55 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.80 Intersection Signal Delay: 14.7 Intersection LOS: B Intersection Capacity Utilization 83.6% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 7:Great Pond Road(Route 133)/Casa Blanca Driveway&Osgood Street(Route 125) 06 to's North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 14 8: Osgood Street (Route 125\ & Sutton Street Lanes, Volumes, Timings Existing(Generator Peak)PM Lane Configurations + Lane Util. Factor 0.87 1.00 0.95 0.95 0.95 1I0 FIt Protected 0.850 0.987 F|t Permitted 0.850 0.900 Right Tu Red Yes Yes Travel Shared Lane Traffic Turn Type Prot Free Perm NA NA Free Permitted Phases Free 2 Free Switch Phase SplitMinimum Total Split Yellow Lead-Lag Optimize? Recall Mode None Min Min Min Act EfctG wcRotiu 0.85 0.02 0.74 0.24 0.22 Queue Delay 0.0 0.0 0.0 0.0 0.0 LDS B A B B A North Andover Redevelopment'RJS Langan 140182701 'Existing PM(GeneratorPeoN.eyn Pogo 15 8: Osgood Street (Route 125) & Sutton Street Lanes, Volumes, Timings Existing(Generator Peak)PM Approach Delay 17.8 16.9 5.1 Approach LOS B B A Queue Length 50th(ft) 96 0 125 36 0 Queue Length 95th(ft) 170 0 230 72 0 Internal Link Dist(ft) 855 909 1344 Turn Bay Length(ft) 100 100 125 Base Capacity(vph) 1668 1830 1859 2135 1830 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.44 0.02 0.53 0.17 0.22 111111 Area Type: Other Cycle Length:67 Actuated Cycle Length:52.6 Natural Cycle:50 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.74 Intersection Signal Delay: 13.6 Intersection LOS: B Intersection Capacity Utilization 68.9% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 8:Osgood Street(Route 125)&Sutton Street 2 06 07 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 16 9: Osgood Street (Route 125) & 1600 Osgood St North Driveway 2 Lanes, Volumes, Timings Existing(Generator Peak)PM Lane Configurations 4+ 0 Traffic Volume(vph) 31 15 13 1117 325 1 Future Volume(vph) 31 15 13 1117 325 1 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 12 12 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.956 Flt Protected 0.967 0.999 Satd. Flow(prot) 1681 0 0 3437 3537 0 Flt Permitted 0.967 0.999 Satd. Flow(perm) 1681 0 0 3437 3537 0 Link Speed(mph) 25 40 40 Link Distance(ft) 295 1159 381 Travel Time(s) 8.0 19.8 6.5 Peak Hour Factor 0.80 0.80 0.91 0.91 0.92 0.92 Heavy Vehicles 1% 1% 39% 1% 2% 21% Adj. Flow(vph) 39 19 14 1227 353 1 Shared Lane Traffic(%) Lane Group Flow(vph) 58 0 0 1241 354 0 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 50.0% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 17 9: Osgood Street (Route 125) & 1600 Osgood St North Driveway 2 H C M 6th TWSC Existing(Generator Peak)PM Int Delay,s/veh 0.9 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +'+ 0 Traffic Vol,veh/h 31 15 13 11`17 325 1 Future Vol,veh/h 31 15 13 1117 325 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 91 91 92 92 Heavy Vehicles,% 1 1 39 1 2 21 Mvmt Flow 39 19 14 1227 353 1 MW Conflicting Flow All 996 177 354 0 - 0 Stage 1 354 - - - - - Stage 2 642 - - - - - Critical Hdwy 6.82 6.92 4.88 - - - Critical Hdwy Stg 1 5.82 - - - - - Critical Hdwy Stg 2 5.82 - - - - - Follow-up Hdwy 3.51 3.31 2.59 - - - Pet Cap-1 Maneuver 243 839 974 - - - Stage 1 684 - - - - - Stage 2 489 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 232 839 974 - - - Mov Cap-2 Maneuver 232 - - - - - Stage 1 653 - - - - - Stage 2 489 - - - - - N ffim HCM Control Delay,s 19`.6 0.3 0 HCM LOS C M 1 Jl yll U I 111101111 I'� Ill I Capacity(veh/h) 974 - 304 - - HCM Lane V/C Ratio 0.015 - 0.189 - - HCM Control Delay(s) 8.8 0.2 19.6 - - HCM Lane LOS A A C - - HCM 95th%tile Q(veh) 0 - 0.7 - - North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 18 10: Osgood Street (Route 125) & 1600 Osgood St South Driveway 1 Lanes, Volumes, Timings Existing(Generator Peak)PM Lane Configurations 4+ 0 Traffic Volume(vph) 7 43 7 1131 344 2 Future Volume(vph) 7 43 7 1131 344 2 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 11 11 11 11 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.884 0.999 Flt Protected 0.993 Satd. Flow(prot) 1890 0 0 3455 3413 0 Flt Permitted 0.993 Satd. Flow(perm) 1890 0 0 3455 3413 0 Link Speed(mph) 25 40 40 Link Distance(ft) 329 254 1159 Travel Time(s) 9.0 4.3 19.8 Peak Hour Factor 0.80 0.80 0.89 0.89 0.95 0.95 Heavy Vehicles 0% 0% 0% 1% 2% 30% Adj. Flow(vph) 9 54 8 1271 362 2 Shared Lane Traffic(%) Lane Group Flow(vph) 63 0 0 1279 364 0 Sign Control Stop Free Free Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 19 10: Osgood Street (Route 125) & 1600 Osgood St South Driveway 1 H C M 6th TWSC Existing(Generator Peak)PM Int Delay,s/veh 0.5 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +'+ 0 Traffic Vol,veh/h 7 43 7 11`31 344 2 Future Vol,veh/h 7 43 7 1131 344 2 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 89 89 95 95 Heavy Vehicles,% 0 0 0 1 2 30 Mvmt Flow 9 54 8 1271 362 2 MW Conflicting Flow All 1015 182 364 0 - 0 Stage 1 363 - - - - - Stage 2 652 - - - - - Critical Hdwy 6.8 6.9 4.1 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pet Cap-1 Maneuver 238 836 1206 - - - Stage 1 680 - - - - - Stage 2 486 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 233 836 1206 - - - Mov Cap-2 Maneuver 233 - - - - - Stage 1 664 - - - - - Stage 2 486 - - - - - N ffim HCM Control Delay,s 11.5 0.1 0 HCM LOS B MWjjI i �Ii Capacity(veh/h) 1206 - 614 - - HCM Lane V/C Ratio 0.007 - 0.102 - - HCM Control Delay(s) 8 0.1 11.5 - - HCM Lane LOS A A B - - HCM 95th%tile Q(veh) 0 - 0.3 - - North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 20 11: Main Street/North Main Street & Sutton Street Lanes, Volumes, Timings Existing(Generator Peak)PM Lane Configurations ' ' Traffic Volume(vph) 1 497 222 196 404 4 231 7 361 6 5 0 Future Volume(vph) 1 497 222 196 404 4 231 7 361 6 5 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 12 12 12 15 15 15 Storage Length(ft) 0 75 100 0 0 100 0 0 Storage Lanes 0 1 1 0 0 1 0 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.998 0.850 Flt Protected 0.950 0.954 0.972 Satd. Flow(prot) 0 1836 1546 1745 1815 0 0 1776 1615 0 2031 0 Flt Permitted 0.999 0.221 0.724 0.840 Satd. Flow(perm) 0 1834 1546 406 1815 0 0 1348 1615 0 1756 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 143 1 372 Link Speed(mph) 30 30 30 30 Link Distance(ft) 400 519 726 320 Travel Time(s) 9.1 11.8 16.5 7.3 Peak Hour Factor 0.86 0.86 086 0.87 0.87 0.87 0.97 0.97 0.97 0.92 0.92 0.92 Heavy Vehicles(%) 17% 0% 1% 0% 1% 0% 2% 4% 0% 0% 0% 0% Adj. Flow(vph) 1 578 258 225 464 5 238 7 372 7 5 0 Shared Lane Traffic(%) Lane Group Flow(vph) 0 579 258 225 469 0 0 245 372 0 12 0 Turn Type Perm NA Prot D.P+P NA Perm NA Prot Perm NA Protected Phases 2 2 1 12 4 4 4 Permitted Phases 2 2 4 4 Detector Phase 2 2 2 1 12 4 4 4 4 4 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 9.0 9.0 15.0 9.0 9.0 9.0 9.0 9.0 Total Split(s) 40.0 40.0 40.0 15.0 25.0 25.0 25.0 25.0 25.0 Total Split(%) 50.0% 50.0% 50.0% 18.8% 31.3% 31.3% 31.3% 31.3% 31.3% Maximum Green(s) 35.0 35.0 35.0 10.0 20.0 20.0 20.0 20.0 20.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min Min None None None None None None Act Effct Green(s) 29.7 29.7 39.8 44.9 17.1 17.1 17.1 Actuated g/C Ratio 0.41 041 0.55 0.62 0.24 0.24 0.24 v/c Ratio 0.77 0.36 0.55 0.42 0.77 0.56 0.03 Control Delay 26.4 8.3 12.3 8.6 44.6 6.6 23.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.4 8.3 12.3 8.6 44.6 6.6 23.0 LOS C A B A D A C North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 21 11: Main Street/North Main Street & Sutton Street Lanes, Volumes, Timings Existing(Generator Peak)PM Approach Delay 20.8 9.8 21.7 23.0 Approach LOS C A C C Queue Length 50th(ft) 229 34 43 105 112 0 5 Queue Length 95th(ft) 326 75 71 155 #219 64 17 Internal Link Dist(ft) 320 439 646 240 Turn Bay Length(ft) 75 100 100 Base Capacity(vph) 910 839 414 1253 382 724 498 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.64 0.31 0.54 0.37 0.64 0.51 0.02 111111 Area Type: Other Cycle Length:80 Actuated Cycle Length:72.3 Natural Cycle:60 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.77 Intersection Signal Delay: 17.6 Intersection LOS: B Intersection Capacity Utilization 80.1% ICU Level of Service D Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 11: Main Street/North Main Street&Sutton Street I 'A TOO T "2- 0 O 1111 4 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 22 12: Main Street & Waverly Road Lanes, Volumes, Timings Existing(Generator Peak)PM Lane Configurations +T T+ Traffic Volume(vph) 322 74 49 278 267 161 Future Volume(vph) 322 74 49 278 267 161 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 12 12 15 15 14 14 Storage Length(ft) 0 33 0 0 Storage Lanes 1 1 0 0 Taper Length(ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.949 FIt Protected 0.950 0.993 Satd. Flow(prot) 1787 1615 0 2055 1904 0 FIt Permitted 0.950 0.993 Satd. Flow(perm) 1787 1615 0 2055 1904 0 Link Speed(mph) 30 30 30 Link Distance(ft) 468 615 726 Travel Time(s) 10.6 14.0 16.5 Peak Hour Factor 0.94 0.94 0.92 0.92 0.88 0.88 Heavy Vehicles 1% 0% 1% 1% 1% 1% Adj. Flow(vph) 343 79 53 302 303 183 Shared Lane Traffic(%) Lane Group Flow(vph) 343 79 0 355 486 0 Sign Control Stop Free Free (IN#19110" �ifi�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111IIIIIIIIIIIIIIIIIIIII1111111" Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 69.1% ICU Level of Service C Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 23 12: Main Street & Waverly Road H C M 6th TWSC Existing(Generator Peak)PM Int Delay,s/veh 26.4 II a II �I I �Jlll i i u i i i � i i III i ui Lane Configurations +T Traffic Vol,veh/h 322 74 49 278 267 161 Future Vol,veh/h 322 74 49 278 267 161 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 33 - - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 94 94 92 92 88 88 Heavy Vehicles,% 1 0 1 1 1 1 Mvmt Flow 343 79 53 302 303 183 MW Conflicting Flow All 803 395 486 0 - 0 Stage 1 395 - - - - - Stage 2 408 - - - - - Critical Hdwy 6.41 6.2 4.11 - - - Critical Hdwy Stg 1 5.41 - - - - - Critical Hdwy Stg 2 5.41 - - - - - Follow-up Hdwy 3.509 3.3 2.209 - - - Pet Cap-1 Maneuver 354 659 1082 - - - Stage 1 683 - - - - - Stage 2 673 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver —333 659 1082 - - - Mov Cap-2 Maneuver —333 - - - - - Stage 1 643 - - - - - Stage 2 673 - - - - - N ffim HCM Control Delay,s 78 1.3 0 HCM LOS F M 1 Jl yll U I 111101111 11 I'� Ill I� ' � �' 1 ui 10' II III � �' �� �' Capacity(veh/h) 1082 - 333 659 - - HCM Lane V/C Ratio 0.049 - 1.029 0.119 - - HCM Control Delay(s) 8.5 0 93.3 112 - - HCM Lane LOS A A F B - - HCM 95th%tile Q(veh) 0.2 - 11.9 04 - - Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 24 13: Chickering Road (Route 125)/Osgood Street (Route 125) & Colgate Drive/Osgood Street Lanes, Volumes, Timings Existing(Generator Peak)PM Lane Configurations Traffic Volume(vph) 0 2 4 2 5 237 1 747 1 145 351 2 Future Volume(vph) 0 2 4 2 5 237 1 747 1 145 351 2 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 13 13 13 13 13 13 13 13 13 13 13 13 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.916 0.869 Flt Protected 0.986 Satd. Flow(prot) 0 1798 0 0 1706 0 0 1944 0 0 1922 0 Flt Permitted 0.986 Satd. Flow(perm) 0 1798 0 0 1706 0 0 1944 0 0 1922 0 Link Speed(mph) 30 40 30 40 Link Distance(ft) 536 579 500 605 Travel Time(s) 12.2 9.9 11.4 10.3 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.90 0.90 0.90 0.81 0.81 0.81 Heavy Vehicles 0% 0% 0% 0% 0% 0% 0% 1% 0% 0% 1% 0% Adj. Flow(vph) 0 3 5 3 6 296 1 830 1 179 433 2 Shared Lane Traffic(%) Lane Group Flow(vph) 0 8 0 0 305 0 0 832 0 0 614 0 Sign Control Stop Stop Free Free �I��6111111,I�III IN#NMI Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 92.8% ICU Level of Service F Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 25 13: Chickering Road (Route 125)/Osgood Street (Route 125) & Colgate Drive/Osgood Street H C M 6th TWSC Existing(Generator Peak)PM Int Delay,s/veh 12.9 II a II al �Jlll i i u i W" 1111il a ii WIffir 111111MINKI Mr, i i i i i y ui y i ui Lane Configurations 4� 4� 4� Traffic Vol,veh/h 0 2 4 2 5 237 1 747 1 145 351 2 Future Vol,veh/h 0 2 4 2 5 237 1 747 1 145 351 2 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 80 80 80 80 80 80 90 90 90 81 81 81 Heavy Vehicles,% 0 0 0 0 0 0 0 1 0 0 1 0 Mvmt Flow 0 3 5 3 6 296 1 830 1 179 433 2 M ���1 Ill 0� NI,' �INN Conflicting Flow All 1776 1625 434 1629 1626 831 435 0 0 831 0 0 Stage 1 792 792 - 833 833 - - - - - - - Stage 2 984 833 - 796 793 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 65 6.2 4.1 - - 4.1 - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 55 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pet Cap-1 Maneuver 65 103 626 82 103 373 1135 - - 810 - - Stage 1 385 404 - 366 386 - - - - - - - Stage 2 302 386 - 383 403 - - - - - - - Platoon blocked,% - - - - Mov Cap-1 Maneuver 10 73 626 61 73 373 1135 - - 810 - - Mov Cap-2 Maneuver 10 73 - 61 73 - - - - - - - Stage 1 384 286 - 365 385 - - - - - - Stage 2 61 385 - 267 285 - - - - - - - N ffim HCM Control Delay,s 26.1 67.6 0 3.1 HCM LOS D F II 111 U 11 � I 11111 01111161111mil WjjI X/1111110 W/ 1401 � Maui y ii �iui ii i y i 1111 Capacity(veh/h) 1135 - - 178 331 810 - - HCM Lane V/C Ratio 0.001 - - 0.042 0.921 0.221 - - HCM Control Delay(s) 8.2 0 - 26.1 67.6 10.7 0 - HCM Lane LOS A A - D F B A - HCM 95th%tile Q(veh) 0 - - 0.1 9.2 0.8 - - North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 26 14: High Street/Poor Street & Sutton Street Lanes, Volumes, Timings Existing(Generator Peak)PM Lane Configurations Traffic Volume(vph) 0 718 0 36 413 1 0 3 62 0 3 0 Future Volume(vph) 0 718 0 36 413 1 0 3 62 0 3 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 13 13 13 14 14 14 9 9 9 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.872 Flt Protected 0.996 Satd. Flow(prot) 0 2153 0 0 1955 0 0 1767 0 0 1710 0 Flt Permitted 0.996 Satd. Flow(perm) 0 2153 0 0 1955 0 0 1767 0 0 1710 0 Link Speed(mph) 30 30 30 30 Link Distance(ft) 243 509 91 330 Travel Time(s) 5.5 11.6 2.1 7.5 Peak Hour Factor 0.88 0.88 0.88 0.84 0.84 0.84 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Adj. Flow(vph) 0 816 0 43 492 1 0 4 78 0 4 0 Shared Lane Traffic(%) Lane Group Flow(vph) 0 816 0 0 536 0 0 82 0 0 4 0 Sign Control Free Free Stop Stop Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 62.3% ICU Level of Service B Analysis Period(min) 15 North Andover Redevelopment-RJS Langan 140182701 -Existing PM(Generator Peak).syn Page 27