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04/05/2018 - Technical Appendix - - 1429 OSGOOD STREET
OEM ALLEN & MA OR ASSOCIATES, INC. IM //rrrrr r r r,/ri, ' ( IIIIIIIIIII Vuiu / / �� IIIIIIIIIII �I '6"%i .,r ryiryyrel,�lyyaU�aJdlGy�ll/vi"c�r/�ar,J Y,'Jy'yY II r rr, u �I I II l_ �y r/ ai i 11 a lol 1��H111»<�J<�1 IfffIIl' 1429 OSGOO STREET NORTH ANDOVER, MA TECHNICAL APPENDIX 11111,11,1-1-111 1 jll�llml I OEM DATE PREPARED: APRI L 05, 2018 APPLICANT: OLIVER ENTERPRISES 5 HANCOCK STREET WOBURN, MA 01801 PREPARED BY: ALLEN & MAJOR ASSOCIATES, INC. 100 COMMERCE WAY WOBURN, MA 01801 A&M PROJECT NO. :2351-02 Appendix A — Traffic Volumes Invoice PRECISION Date Invoice# D A T A INDUSTRIES,LLC 2/2/2018 186071 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 Email:datarequests@pdillc.com Bill To Allen&Major Associates,Inc Attn:Accounts Payable 100 Commerce Way Woburn,MA 01801-8501 Engineer Client Job# Terms Job Location C.Tobias 23 51-02 2% 10 Net 60 North Andover,MA Description Hours/Quantity Rate Amount (1)7-9am/4-6pm TMC Tues 1/30/18 4 60.00 240.00 Additional VCU 8 15.00 120.00 Time and Travel 1 45.00 45.00 "Traffic Counts with Precision"Thank you for your business Total $405.00 Balance Due $405.00 PRECISION DATA INDUSTRIES,, LLC i_- - . F datmequests0pdiflic.com PRECISION L a, D A T __ _ INDUSTRIES, Client: Engineer: Site Code: Date: PDI Job Number: City,State: Allen & Major Associates C.Tobias 2351-02 Tuesday 1/30/18 186071 North Andover, MA PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 7:00 AM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 9:00 AM Email:datarequests@pdilIc.com Class: Cars and Heavy Vehicles(Combined) Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right I Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 7:00 AM 12 177 0 0 189 0 0 0 0 0 0 57 8 0 65 3 0 4 0 7 261 7:15 AM 11 190 0 0 201 0 0 0 0 0 0 74 8 1 83 4 0 6 0 10 294 7:30 AM 13 230 0 0 243 0 0 0 0 0 0 80 12 0 92 5 0 9 0 14 349 7:45 AM 10 280 0 0 290 0 1 0 0 1 0 93 6 0 99 6 0 8 0 14 404 Total 46 877 0 0 923 0 1 0 0 1 0 304 34 1 339 18 0 27 0 45 1308 8:00 AM 10 219 0 0 229 0 0 0 0 0 0 95 9 0 104 6 0 5 0 11 344 8:15 AM 6 207 0 0 213 0 0 0 0 0 0 84 16 0 100 2 0 7 0 9 322 8:30 AM 14 161 0 0 175 0 0 0 0 0 0 83 12 0 95 7 0 7 0 14 284 8:45 AM 9 135 0 0 144 0 0 0 0 0 0 72 8 0 80 7 0 6 0 13 237 Total 39 722 0 0 761 0 0 0 0 0 0 334 45 0 379 22 0 25 0 47 1187 Grand Total 85 1599 0 0 1684 0 1 0 0 1 0 638 79 1 718 40 0 52 0 92 2495 Approach% 5.0 95.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 88.9 11.0 0.1 43.5 0.0 56.5 0.0 Total% 3.4 64.1 0.0 0.0 67.5 0.0 0.0 0.0 0.0 0.0 0.0 25.6 3.2 0.0 28.8 1.6 0.0 2.1 0.0 3.7 Exiting Leg Total 690 0 1640 165 2495 Cars 52 1544 0 0 1596 0 1 0 0 1 0 578 63 1 642 23 0 18 0 41 2280 %Cars 61.2 96.6 0.0 0.0 94.8 0.0 100.0 0.0 0.0 100.0 0.0 90.6 79.7 100.0 89.4 57.5 0.0 34.6 0.0 44.6 91.4 Exiting Leg Total 596 0 1568 116 2280 Heavy Vehicles 33 55 0 0 88 0 0 0 0 0 0 60 16 0 76 17 0 34 0 51 215 %Heavy Vehicles 38.8 3.4 0.0 0.0 5.2 0.0 0.0 0.0 0.0 0.0 0.0 9.4 20.3 0.0 10.6 42.5 0.0 65.4 0.0 55.4 8.6 Exiting Leg Total 941 0 72 491 215 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:30 AM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 7:30 AM 13 230 0 0 243 0 0 0 0 0 0 80 12 0 92 5 0 9 0 14 349 7:45 AM 10 280 0 0 290 0 1 0 0 1 0 93 6 0 99 6 0 8 0 14 404 8:00 AM 10 219 0 0 229 0 0 0 0 0 0 95 9 0 104 6 0 5 0 11 344 8:15 AM 6 207 0 0 213 0 0 0 0 0 0 84 16 0 100 2 0 7 0 9 322 Total Volume 39 936 0 0 975 0 1 0 0 1 0 352 43 0 395 19 0 29 0 48 1419 %Approach Total 4.0 96.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 89.1 10.9 0.0 39.6 0.0 60.4 0.0 PHF 0.750 0.836 0.000 0.000 0.841 0.000 0.250 0.000 0.000 0.2501 0.000 0.926 0.672 0.000 0.9501 0.792 0.000 0.806 0.000 0.8571 0.878 Cars 22 911 0 0 933 0 1 0 0 1 0 333 35 0 368 10 0 8 0 18 1320 Cars% 56.4 97.3 0.0 0.0 95.7 0.0 100.0 0.0 0.0 100.0 0.0 94.6 81.4 0.0 93.2 52.6 0.0 27.6 0.0 37.5 93.0 Heavy Vehicles 17 25 0 0 42 0 0 0 0 0 0 19 8 0 27 9 0 21 0 30 99 Heavy Vehicles% 43.6 2.7 0.0 0.0 4.3 0.0 0.0 0.0 0.0 0.01 0.0 5.4 18.6 0.0 6.8 47.4 0.0 72.4 0.0 62.5 7.0 Cars Enter Leg 22 911 0 0 933 0 1 0 0 1 0 333 35 0 368 10 0 8 0 18 1320 Heavy Enter Leg 17 25 0 0 42 0 0 0 0 0 0 19 8 0 27 9 0 21 0 30 99 Total Entering Leg 39 936 0 0 975 0 1 0 0 1 0 352 43 0 395 19 0 29 0 48 1419 Cars Exiting Leg 341 0 921 58 1320 Heavy Exiting Leg 40 0 34 25 99 Total Exiting Leg 381 0 9551 831 1419 Page 1 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 7:00 AM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 9:00 AM Email:datarequests@pdilIc.com Class: Cars-Combined(Motorcycles,Cars,Light Goods) Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left I U-Turn Total Right Thru Left U-Turn Total Right Thru Left I U-Turn Total Total 7:00 AM 8 169 0 0 177 0 0 0 0 0 0 52 8 0 60 1 0 1 0 2 239 7:15 AM 7 182 0 0 189 0 0 0 0 0 0 69 4 1 74 3 0 2 0 5 268 7:30 AM 7 221 0 0 228 0 0 0 0 0 0 78 10 0 88 3 0 3 0 6 322 7:45 AM 6 274 0 0 280 0 1 0 0 1 0 91 5 0 96 5 0 2 0 7 384 Total 28 846 0 0 874 0 1 0 0 1 0 290 27 1 3181 12 0 8 0 20 1213 8:00 AM 6 214 0 0 220 0 0 0 0 0 0 89 7 0 96 1 0 2 0 3 319 8:15 AM 3 202 0 0 205 0 0 0 0 0 0 75 13 0 88 1 0 1 0 2 295 8:30 AM 11 157 0 0 168 0 0 0 0 0 0 62 8 0 70 3 0 4 0 7 245 8:45 AM 4 125 0 0 129 0 0 0 0 0 0 62 8 0 70 6 0 3 0 9 208 Total 24 698 0 0 722 0 0 0 0 0 0 288 36 0 324 11 0 10 0 21 1067 Grand Total 52 1544 0 0 1596 0 1 0 0 1 0 578 63 1 642 23 0 18 0 41 2280 Approach% 3.3 96.7 0.0 0.0 0.0 100.0 0.0 0.0 0.0 90.0 9.8 0.2 56.1 0.0 43.9 0.0 Total% 2.3 67.7 0.0 0.0 70.0 0.0 0.0 0.0 0.0 0.0 0.0 25.4 2.8 0.0 28.2 1.0 0.0 0.8 0.0 1.8 Exiting Leg Total 596 0 1568 116 2280 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:30 AM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 7:30 AM 7 221 0 0 228 0 0 0 0 0 0 78 10 0 88 3 0 3 0 6 322 7:45 AM 6 274 0 0 280 0 1 0 0 1 0 91 5 0 96 5 0 2 0 7 384 8:00 AM 6 214 0 0 220 0 0 0 0 0 0 89 7 0 96 1 0 2 0 3 319 8:15 AM 3 202 0 0 205 0 0 0 0 0 0 75 13 0 88 1 0 1 0 2 295 Total Volume 22 911 0 0 933 0 1 0 0 1 0 333 35 0 368 10 0 8 0 18 1320 %Approach Total 2.4 97.6 0.0 0.0 0.0 100.0 0.0 0.0 0.0 90.5 9.5 0.0 55.6 0.0 44.4 0.0 PHF 0.786 0.831 0.000 0.000 0.833 0.000 0.250 0.000 0.000 0.2501 0.000 0.915 0.673 0.000 0.9581 0.500 0.000 0.667 0.000 0.643 0.859 Entering Leg 22 911 0 0 933 0 1 0 0 1 0 333 35 0 368 10 0 8 0 18 1320 Exiting Leg 341 0 921 58 1320 Total 1274 1 1289 76 2640 Page 2 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 7:00 AM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 9:00 AM Email:datarequests@pdilIc.com Class: Heavy Vehicles-Combined (Buses,Single-Unit Trucks,Articulated Trucks) Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right I Thru Left U-Turn Total Right I Thru Left U-Turn Total Total 7:00 AM 4 8 0 0 12 0 0 0 0 0 0 5 0 0 5 2 0 3 0 5 22 7:15 AM 4 8 0 0 12 0 0 0 0 0 0 5 4 0 9 1 0 4 0 5 26 7:30 AM 6 9 0 0 15 0 0 0 0 0 0 2 2 0 4 2 0 6 0 8 27 7:45 AM 4 6 0 0 10 0 0 0 0 0 0 2 1 0 3 1 0 6 0 7 20 Total 18 31 0 0 49 0 0 0 0 01 0 14 7 0 21 6 0 19 0 25 95 8:00 AM 4 5 0 0 9 0 0 0 0 0 0 6 2 0 8 5 0 3 0 8 25 8:15 AM 3 5 0 0 8 0 0 0 0 0 0 9 3 0 12 1 0 6 0 7 27 8:30 AM 3 4 0 0 7 0 0 0 0 0 0 21 4 0 25 4 0 3 0 7 39 8:45 AM 5 10 0 0 15 0 0 0 0 0 0 10 0 0 10 1 0 3 0 4 29 Total 15 24 0 0 39 0 0 0 0 0 0 46 9 0 55 11 0 15 0 26 120 Grand Total 33 55 0 0 88 0 0 0 0 0 0 60 16 0 76 17 0 34 0 51 215 Approach% 37.5 62.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 78.9 21.1 0.0 33.3 0.0 66.7 0.0 Total% 15.3 25.6 0.0 0.0 40.9 0.0 0.0 0.0 0.0 0.0 0.0 27.9 7.4 0.0 35.3 7.9 0.0 15.8 0.0 23.7 Exiting Leg Total 94 0 72 49 215 Buses 0 9 0 0 9 0 0 0 0 0 0 27 0 0 27 0 0 0 0 0 36 %Buses 0.0 16.4 0.0 0.0 10.2 0.0 0.0 0.0 0.0 0.0 0.0 45.0 0.0 0.0 35.5 0.0 0.0 0.0 0.0 0.0 16.7 Exiting Leg Total 27 0 9 0 36 Single-Unit Trucks 30 42 0 0 72 0 0 0 0 0 0 31 14 0 45 13 0 25 0 38 155 %Single-Unit 90.9 76.4 0.0 0.0 81.8 0.0 0.0 0.0 0.0 0.0 0.0 51.7 87.5 0.0 59.2 76.5 0.0 73.5 0.0 74.5 72.1 Exiting Leg Total 56 0 55 44 155 Articulated Trucks 3 4 0 0 7 0 0 0 0 0 0 2 2 0 4 4 0 9 0 13 24 %Articulated 9.1 7.3 0.0 0.0 8.0 0.0 0.0 0.0 0.0 0.0 0.0 3.3 12.5 0.0 5.3 23.5 0.0 26.5 0.0 25.5 11.2 Exiting Leg Total 11 0 81 5 24 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:00 AM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 8:00 AM 4 5 0 0 9 0 0 0 0 0 0 6 2 0 8 5 0 3 0 8 25 8:15 AM 3 5 0 0 8 0 0 0 0 0 0 9 3 0 12 1 0 6 0 7 27 8:30 AM 3 4 0 0 7 0 0 0 0 0 0 21 4 0 25 4 0 3 0 7 39 8:45 AM 5 10 0 0 15 0 0 0 0 0 0 10 0 0 10 1 0 3 0 4 29 Total Volume 15 24 0 0 39 0 0 0 0 0 0 46 9 0 55 11 0 15 0 26 120 %Approach Total 38.5 61.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 83.6 16.4 0.0 42.3 0.0 57.7 0.0 PHF 0.750 0.600 0.000 0.000 0.6501 0.000 0.000 0.000 0.000 0.0001 0.000 0.548 0.563 0.000 0.5501 0.550 0.000 0.625 0.000 0.813 0.769 Buses 0 2 0 0 2 0 0 0 0 0 0 25 0 0 25 0 0 0 0 0 27 Buses% 0.0 8.3 0.0 0.0 5.1 0.0 0.0 0.0 0.0 0.0 0.0 54.3 0.0 0.0 45.5 0.0 0.0 0.0 0.0 0.0 22.5 Single-Unit Trucks 14 20 0 0 34 0 0 0 0 0 0 20 8 0 28 8 0 14 0 22 84 Single-Unit% 93.3 83.3 0.0 0.0 87.2 0.0 0.0 0.0 0.0 0.0 0.0 43.5 88.9 0.0 50.9 72.7 0.0 93.3 0.0 84.6 70.0 Articulated Trucks 1 2 0 0 3 0 0 0 0 0 0 1 1 0 2 3 0 1 0 4 9 Articulated% 6.7 8.3 0.0 0.0 7.7 0.0 0.0 0.0 0.0 0.0 0.0 2.2 11.1 0.0 3.6 27.3 0.0 6.7 0.0 15.4 7.5 Buses 0 2 0 0 2 0 0 0 0 0 0 25 0 0 25 0 0 0 0 0 27 Single-Unit Trucks 14 20 0 0 34 0 0 0 0 0 0 20 8 0 28 8 0 14 0 22 84 Articulated Trucks 1 2 0 0 3 0 0 0 0 0 0 1 1 0 2 3 0 1 0 4 9 Total Entering Leg 15 24 0 0 39 0 0 0 0 0 0 46 9 0 55 11 0 15 0 26 120 Buses 25 0 2 0 27 Single-Unit Trucks 34 0 28 22 84 Articulated Trucks 2 0 5 2 9 Total Exiting Leg 61 0 35 24 120 Page 3 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 7:00 AM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 9:00 AM Email:datarequests@pdilIc.com Class: Cars Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left I U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 7:00 AM 4 145 0 0 149 0 0 0 0 0 0 44 3 0 47 1 0 0 0 1 197 7:15 AM 4 161 0 0 165 0 0 0 0 0 0 57 4 1 62 3 0 1 0 4 231 7:30 AM 7 192 0 0 199 0 0 0 0 0 0 71 7 0 78 1 0 2 0 3 280 7:45 AM 6 259 0 0 265 0 1 0 0 1 0 82 3 0 85 2 0 0 0 2 353 Total 21 757 0 0 778 0 1 0 0 1 0 254 17 1 2721 7 0 3 0 10 1061 8:00 AM 4 193 0 0 197 0 0 0 0 0 0 77 5 0 82 0 0 1 0 1 280 8:15 AM 2 186 0 0 188 0 0 0 0 0 0 60 7 0 67 1 0 0 0 1 256 8:30 AM 11 144 0 0 155 0 0 0 0 0 0 52 8 0 60 2 0 2 0 4 219 8:45 AM 4 106 0 0 110 0 0 0 0 0 0 51 7 0 58 3 0 2 0 5 173 Total 21 629 0 0 650 0 0 0 0 0 0 240 27 0 267 6 0 5 0 11 928 Grand Total 42 1386 0 0 1428 0 1 0 0 1 0 494 44 1 539 13 0 8 0 21 1989 Approach% 2.9 97.1 0.0 0.0 0.0 100.0 0.0 0.0 0.0 91.7 8.2 0.2 61.9 0.0 38.1 0.0 Total% 2.1 69.7 0.0 0.0 71.8 0.0 0.1 0.0 0.0 0.1 0.0 24.8 2.2 0.1 27.1 0.7 0.0 0.4 0.0 1.1 Exiting Leg Total 502 0 1400 87 1989 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:30 AM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 7:30 AM 7 192 0 0 199 0 0 0 0 0 0 71 7 0 78 1 0 2 0 3 280 7:45 AM 6 259 0 0 265 0 1 0 0 1 0 82 3 0 85 2 0 0 0 2 353 8:00 AM 4 193 0 0 197 0 0 0 0 0 0 77 5 0 82 0 0 1 0 1 280 8:15 AM 2 186 0 0 188 0 0 0 0 0 0 60 7 0 67 1 0 0 0 1 256 Total Volume 19 830 0 0 849 0 1 0 0 1 0 290 22 0 312 4 0 3 0 7 1169 %Approach Total 2.2 97.8 0.0 0.0 0.0 100.0 0.0 0.0 0.0 92.9 7.1 0.0 57.1 0.0 42.9 0.0 PHF 0.679 0.801 0.000 0.000 0.801 0.000 0.250 0.000 0.000 0.2501 0.000 0.884 0.786 0.000 0.9181 0.500 0.000 0.375 0.000 0.583 0.828 Entering Leg 19 830 0 0 849 0 1 0 0 1 0 290 22 0 312 4 0 3 0 7 1169 Exiting Leg 293 0 834 42 1169 Total 1142 1 1146 49 2338 Page 4 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 7:00 AM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 9:00 AM Email:datarequests@pdilIc.com Class: Light Goods Vehicle Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 7:00 AM 4 24 0 0 28 0 0 0 0 0 0 8 5 0 13 0 0 1 0 1 42 7:15 AM 3 21 0 0 24 0 0 0 0 0 0 12 0 0 12 0 0 1 0 1 37 7:30 AM 0 29 0 0 29 0 0 0 0 0 0 7 3 0 10 2 0 1 0 3 42 7:45AM 0 15 0 0 15 0 0 0 0 0 0 9 2 0 11 3 0 2 0 5 31 Total 7 89 0 0 96 0 0 0 0 01 0 36 10 0 461 5 0 5 0 10 152 8:00 AM 2 21 0 0 23 0 0 0 0 0 0 12 2 0 14 1 0 1 0 2 39 8:15 AM 1 16 0 0 17 0 0 0 0 0 0 15 6 0 21 0 0 1 0 1 39 8:30 AM 0 13 0 0 13 0 0 0 0 0 0 10 0 0 10 1 0 2 0 3 26 8:45 AM 0 19 0 0 19 0 0 0 0 0 0 11 1 0 12 3 0 1 0 4 35 Tota 1 3 69 0 0 72 0 0 0 0 0 0 48 9 0 57 5 0 5 0 10 139 Grand Total 10 158 0 0 168 0 0 0 0 0 0 84 19 0 103 10 0 10 0 20 291 Approach% 6.0 94.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 81.6 18.4 0.0 50.0 0.0 50.0 0.0 Total% 3.4 54.3 0.0 0.0 57.7 0.0 0.0 0.0 0.0 0.0 0.0 28.9 6.5 0.0 35.4 3.4 0.0 3.4 0.0 6.9 Exiting Leg Total 94 0 168 29 291 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:00 AM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 7:00 AM 4 24 0 0 28 0 0 0 0 0 0 8 5 0 13 0 0 1 0 1 42 7:15 AM 3 21 0 0 24 0 0 0 0 0 0 12 0 0 12 0 0 1 0 1 37 7:30 AM 0 29 0 0 29 0 0 0 0 0 0 7 3 0 10 2 0 1 0 3 42 7:45 AM 0 15 0 0 15 0 0 0 0 0 0 9 2 0 11 3 0 2 0 5 31 Total Volume 7 89 0 0 96 0 0 0 0 0 0 36 10 0 46 5 0 5 0 10 152 %Approach Total 7.3 92.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 78.3 21.7 0.0 50.0 0.0 50.0 0.0 PHF 0.438 0.767 0.000 0.000 0.8281 0.000 0.000 0.000 0.000 0.0001 0.000 0.750 0.500 0.000 0.8851 0.417 0.000 0.625 0.000 0.5001 0.905 Entering Leg 7 89 0 0 96 0 0 0 0 0 0 36 10 0 46 5 0 5 0 10 152 Exiting Leg 41 0 94 17 152 Total 137 0 140 27 304 Page 5 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 7:00 AM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 9:00 AM Email:datarequests@pdilIc.com Class: Buses Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 7:00AM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3 7:15AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:45AM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3 Total 0 7 0 0 7 0 0 0 0 01 0 2 0 0 2 0 0 0 0 01 9 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 0 1 0 0 1 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 8 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 11 8:45 AM 0 1 0 0 1 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 8 Tota 1 0 2 0 0 2 0 0 0 0 0 0 25 0 0 25 0 0 0 0 0 27 Grand Total 0 9 0 0 9 0 0 0 0 0 0 27 0 0 27 0 0 0 0 0 36 Approach% 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 Total% 0.0 25.0 0.0 0.0 25.0 0.0 0.0 0.0 0.0 0.0 0.0 75.0 0.0 0.0 75.0 0.0 0.0 0.0 0.0 0.0 Exiting Leg Total 27 0 9 0 36 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:00 AM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 0 1 0 0 1 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 8 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 11 8:45 AM 0 1 0 0 1 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 8 Total Volume 0 2 0 0 2 0 0 0 0 0 0 25 0 0 25 0 0 0 0 0 27 Approach Total 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 PHF 0.000 0.500 0.000 0.000 0.5001 0.000 0.000 0.000 0.000 0.0001 0.000 0.568 0.000 0.000 0.5681 0.000 0.000 0.000 0.000 0.0001 0.614 Entering Leg 0 2 0 0 2 0 0 0 0 0 0 25 0 0 25 0 0 0 0 0 27 Exiting Leg 25 0 2 0 27 Total 27 0 27 0 54 Page 6 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 7:00 AM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 9:00 AM Email:datarequests@pdilIc.com Class: Single-Unit Trucks Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right I Thru Left U-Turn Total Right Thru Left U-Turn Total Total 7:00AM 4 4 0 0 8 0 0 0 0 0 0 4 0 0 4 2 0 1 0 3 15 7:15 AM 3 7 0 0 10 0 0 0 0 0 0 5 3 0 8 1 0 1 0 2 20 7:30 AM 6 7 0 0 13 0 0 0 0 0 0 2 2 0 4 1 0 4 0 5 22 7:45AM 3 4 0 0 7 0 0 0 0 0 0 0 1 0 1 1 0 5 0 6 14 Total 16 22 0 0 38 0 0 0 0 01 0 11 6 0 17 5 0 11 0 16 71 8:00 AM 4 5 0 0 9 0 0 0 0 0 0 6 2 0 8 4 0 2 0 6 23 8:15AM 3 4 0 0 7 0 0 0 0 0 0 2 2 0 4 1 0 6 0 7 18 8:30 AM 2 3 0 0 5 0 0 0 0 0 0 9 4 0 13 3 0 3 0 6 24 8:45 AM 5 8 0 0 13 0 0 0 0 0 0 3 0 0 3 0 0 3 0 3 19 Total 14 20 0 0 34 0 0 0 0 0 0 20 8 0 28 8 0 14 0 22 84 Grand Total 30 42 0 0 72 0 0 0 0 0 0 31 14 0 45 13 0 25 0 38 155 Approach% 41.7 58.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 68.9 31.1 0.0 34.2 0.0 65.8 0.0 Total% 19.4 27.1 0.0 0.0 46.5 0.0 0.0 0.0 0.0 0.0 0.0 20.0 9.0 0.0 29.0 8.4 0.0 16.1 0.0 24.5 Exiting Leg Total 56 0 55 44 155 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 8:00 AM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 8:00 AM 4 5 0 0 9 0 0 0 0 0 0 6 2 0 8 4 0 2 0 6 23 8:15AM 3 4 0 0 7 0 0 0 0 0 0 2 2 0 4 1 0 6 0 7 18 8:30 AM 2 3 0 0 5 0 0 0 0 0 0 9 4 0 13 3 0 3 0 6 24 8:45 AM 5 8 0 0 13 0 0 0 0 0 0 3 0 0 3 0 0 3 0 3 19 Total Volume 14 20 0 0 34 0 0 0 0 0 0 20 8 0 28 8 0 14 0 22 84 Approach Total 41.2 58.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 71.4 28.6 0.0 36.4 0.0 63.6 0.0 PHF 0.700 0.625 0.000 0.000 0.654 0.000 0.000 0.000 0.000 0.0001 0.000 0.556 0.500 0.000 0.5381 0.500 0.000 0.583 0.000 0.7861 0.875 Entering Leg 14 20 0 0 34 0 0 0 0 0 0 20 8 0 28 8 0 14 0 22 84 Exiting Leg 34 0 28 22 84 Total 68 0 56 44 168 Page 7 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 7:00 AM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 9:00 AM Email:datarequests@pdilIc.com Class: Articulated Trucks Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left I U-Turn Total Total 7:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 4 7:15AM 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 3 0 3 5 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 3 3 7:45AM 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 3 Tota 1 2 2 0 0 4 0 0 0 0 01 0 1 1 0 2 1 0 8 0 9 15 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 2 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 8:30 AM 1 1 0 0 2 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 4 8:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2 Total 1 2 0 0 3 0 0 0 0 0 0 1 1 0 2 3 0 1 0 4 9 Grand Total 3 4 0 0 7 0 0 0 0 0 0 2 2 0 4 4 0 9 0 13 24 Approach% 42.9 57.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 50.0 0.0 30.8 0.0 69.2 0.0 Total% 12.5 16.7 0.0 0.0 29.2 0.0 0.0 0.0 0.0 0.0 0.0 8.3 8.3 0.0 16.7 16.7 0.0 37.5 0.0 54.2 Exiting Leg Total 11 0 8 5 24 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:00 AM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 7:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 4 7:15AM 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 3 0 3 5 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 3 3 7:45 AM 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 3 Total Volume 2 2 0 0 4 0 0 0 0 0 0 1 1 0 2 1 0 8 0 9 15 Approach Total 50.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 50.0 0.0 11.1 0.0 88.9 0.0 PHF 0.500 0.250 0.000 0.000 0.5001 0.000 0.000 0.000 0.000 0.0001 0.000 0.250 0.250 0.000 0.5001 0.250 0.000 0.667 0.000 0.7501 0.750 Entering Leg 2 2 0 0 4 0 0 0 0 0 0 1 1 0 2 1 0 8 0 9 15 Exiting Leg 9 0 3 3 15 Total 13 0 5 12 30 Page 8 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 7:00 AM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 9:00 AM Email:datarequests@pdilIc.com Class: Bicycles(on Roadway and Crosswalks) Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tota 1 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 01 0 0 0 0 0 0 01 0 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tota 1 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach% 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total% 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Exiting Leg Total 0 0 0 0 0 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:00 AM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn CW-EB CW-WB I Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB I Total Right Thru Left U-Turn CW-NB CW-SB Total Total- 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach Total 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PHF 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Entering Leg 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Exiting Leg 0 0 0 0 0 Total 0 0 0 0 0 Page 9 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 7:00 AM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 9:00 AM Email:datarequests@pdilIc.com Class: Pedestrians Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tota 1 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 01 0 0 0 0 1 0 1 1 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tota 1 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Approach% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 Total% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 Exiting Leg Total 0 0 0 1 1 Peak Hour Analysis from 07:00 AM to 09:00 AM begins at: 7:00 AM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn CW-EB CW-WB I Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB I Total Right Thru Left U-Turn CW-NB CW-SB Total Total- 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Approach Total 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 PHF 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.250 Entering Leg 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Exiting Leg 0 0 0 1 1 Total 0 0 0 2 2 Page 10 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 4.00 PM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 6:00 PM Email:datarequests@pdilIc.com Class: Cars and Heavy Vehicles(Combined) Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 4:00 PM 4 138 0 0 142 0 0 0 0 0 0 209 6 0 215 16 0 15 0 31 388 4:15 PM 4 142 0 1 147 0 0 0 0 0 0 226 5 0 231 6 0 7 0 13 391 4:30 PM 5 128 0 0 133 0 0 1 0 1 1 210 3 0 214 14 0 7 0 21 369 4:45 PM 2 128 0 0 130 0 0 0 0 0 0 227 2 0 229 7 0 4 0 11 370 Total 15 536 0 1 552 0 0 1 0 1 1 872 16 0 889 43 0 33 0 76 1518 5:00 PM 6 132 0 0 138 0 0 0 0 0 0 284 3 0 287 21 0 10 0 31 456 5:15 PM 3 117 0 0 120 0 0 0 0 0 0 276 4 0 280 8 0 7 0 15 415 5:30 PM 0 105 0 0 105 0 0 0 0 0 0 254 1 0 255 5 0 6 0 11 371 5:45 PM 0 70 0 0 70 0 0 0 0 0 0 241 1 0 242 7 0 4 0 11 323 Total 9 424 0 0 433 0 0 0 0 0 0 1055 9 0 1064 41 0 27 0 68 1565 Grand Total 24 960 0 1 985 0 0 1 0 1 1 1927 25 0 1953 84 0 60 0 144 3083 Approach% 2.4 97.5 0.0 0.1 0.0 0.0 100.0 0.0 0.1 98.7 1.3 0.0 58.3 0.0 41.7 0.0 Total% 0.8 31.1 0.0 0.0 31.9 0.0 0.0 0.0 0.0 0.0 0.0 62.5 0.8 0.0 63.3 2.7 0.0 1.9 0.0 4.7 Exiting Leg Total 1988 1 1045 49 3083 Cars 11 938 0 1 950 0 0 1 0 1 1 1890 24 0 1915 82 0 51 0 133 2999 %Cars 45.8 97.7 0.0 100.0 96.4 0.0 0.0 100.0 0.0 100.0 100.0 98.1 96.0 0.0 98.1 97.6 0.0 85.0 0.0 92.4 97.3 Exiting Leg Total 1942 1 1021 35 2999 Heavy Vehicles 13 22 0 0 35 0 0 0 0 0 0 37 1 0 38 2 0 9 0 11 84 %Heavy Vehicles 54.2 2.3 0.0 0.0 3.6 0.0 0.0 0.0 0.0 0.0 0.0 1.9 4.0 0.0 1.9 2.4 0.0 15.0 0.0 7.6 2.7 Exiting Leg Total 461 0 24 141 84 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:45 PM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 4:45 PM 2 128 0 0 130 0 0 0 0 0 0 227 2 0 229 7 0 4 0 11 370 5:00 PM 6 132 0 0 138 0 0 0 0 0 0 284 3 0 287 21 0 10 0 31 456 5:15 PM 3 117 0 0 120 0 0 0 0 0 0 276 4 0 280 8 0 7 0 15 415 5:30 PM 0 105 0 0 105 0 0 0 0 0 0 254 1 0 255 5 0 6 0 11 371 Total Volume 11 482 0 0 493 0 0 0 0 0 0 1041 10 0 1051 41 0 27 0 68 1612 %Approach Total 2.2 97.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 99.0 1.0 0.0 60.3 0.0 39.7 0.0 PHF 0.458 0.913 0.000 0.000 0.893 0.000 0.000 0.000 0.000 0.0001 0.000 0.916 0.625 0.000 0.9161 0.488 0.000 0.675 0.000 0.5481 0.884 Cars 6 469 0 0 475 0 0 0 0 0 0 1025 10 0 1035 39 0 23 0 62 1572 Cars% 54.5 97.3 0.0 0.0 96.3 0.0 0.0 0.0 0.0 0.0 0.0 98.5 100.0 0.0 98.5 95.1 0.0 85.2 0.0 91.2 97.5 Heavy Vehicles 5 13 0 0 18 0 0 0 0 0 0 16 0 0 16 2 0 4 0 6 40 Heavy Vehicles% 45.5 2.7 0.0 0.0 3.7 0.0 0.0 0.0 0.0 0.01 0.0 1.5 0.0 0.0 1.5 4.9 0.0 14.8 0.0 8.8 2.5 Cars Enter Leg 6 469 0 0 475 0 0 0 0 0 0 1025 10 0 1035 39 0 23 0 62 1572 Heavy Enter Leg 5 13 0 0 18 0 0 0 0 0 0 16 0 0 16 2 0 4 0 6 40 Total Entering Leg 11 482 0 0 493 0 0 0 0 0 0 1041 10 0 1051 41 0 27 0 68 1612 Cars Exiting Leg 1048 0 508 16 1572 Heavy Exiting Leg 20 0 15 5 40 Total Exiting Leg 1068 0 523 21 1612 Page 1 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 4:00 PM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 6:00 PM Email:datarequests@pdilIc.com Class: Cars-Combined(Motorcycles,Cars,Light Goods) Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right I Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left I U-Turn Total Total 4:00 PM 2 136 0 0 138 0 0 0 0 0 0 202 6 0 208 16 0 13 0 29 375 4:15 PM 2 139 0 1 142 0 0 0 0 0 0 221 5 0 226 6 0 6 0 12 380 4:30 PM 1 126 0 0 127 0 0 1 0 1 1 207 2 0 210 14 0 5 0 19 357 4:45 PM 0 123 0 0 123 0 0 0 0 0 0 221 2 0 223 7 0 1 0 8 354 Total 5 524 0 1 530 0 0 1 0 1 1 851 15 0 8671 43 0 25 0 68 1466 5:00 PM 4 128 0 0 132 0 0 0 0 0 0 280 3 0 283 20 0 10 0 30 445 5:15 PM 2 114 0 0 116 0 0 0 0 0 0 274 4 0 278 8 0 6 0 14 408 5:30 PM 0 104 0 0 104 0 0 0 0 0 0 250 1 0 251 4 0 6 0 10 365 5:45 PM 0 68 0 0 68 0 0 0 0 0 0 235 1 0 236 7 0 4 0 11 315 Total 6 414 0 0 420 0 0 0 0 0 0 1039 9 0 1048 39 0 26 0 65 1533 Grand Total 11 938 0 1 950 0 0 1 0 1 1 1890 24 0 1915 82 0 51 0 133 2999 Approach% 1.2 98.7 0.0 0.1 0.0 0.0 100.0 0.0 0.1 98.7 1.3 0.0 61.7 0.0 38.3 0.0 Total% 0.4 31.3 0.0 0.0 31.7 0.0 0.0 0.0 0.0 0.0 0.0 63.0 0.8 0.0 63.9 2.7 0.0 1.7 0.0 4.4 Exiting Leg Total 1942 1 1021 35 2999 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:45 PM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 4:45 PM 0 123 0 0 123 0 0 0 0 0 0 221 2 0 223 7 0 1 0 8 354 5:00 PM 4 128 0 0 132 0 0 0 0 0 0 280 3 0 283 20 0 10 0 30 445 5:15 PM 2 114 0 0 116 0 0 0 0 0 0 274 4 0 278 8 0 6 0 14 408 5:30 PM 0 104 0 0 104 0 0 0 0 0 0 250 1 0 251 4 0 6 0 10 365 Total Volume 6 469 0 0 475 0 0 0 0 0 0 1025 10 0 1035 39 0 23 0 62 1572 %Approach Total 1.3 98.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 99.0 1.0 0.0 62.9 0.0 37.1 0.0 PHF 0.375 0.916 0.000 0.000 0.9001 0.000 0.000 0.000 0.000 0.0001 0.000 0.915 0.625 0.000 0.914 0.488 0.000 0.575 0.000 0.517 0.883 Entering Leg 6 469 0 0 475 0 0 0 0 0 0 1025 10 0 1035 39 0 23 0 62 1572 Exiting Leg 1048 0 508 16 1572 Total 1523 0 1543 78 3144 Page 2 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 4:00 PM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 6:00 PM Email:datarequests@pdilIc.com Class: Heavy Vehicles-Combined (Buses,Single-Unit Trucks,Articulated Trucks) Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right I Thru Left U-Turn Total Right Thru Left I U-Turn Total Total 4:00 PM 2 2 0 0 4 0 0 0 0 0 0 7 0 0 7 0 0 2 0 2 13 4:15PM 2 3 0 0 5 0 0 0 0 0 0 5 0 0 5 0 0 1 0 1 11 4:30PM 4 2 0 0 6 0 0 0 0 0 0 3 1 0 4 0 0 2 0 2 12 4:45PM 2 5 0 0 7 0 0 0 0 0 0 6 0 0 6 0 0 3 0 3 16 Tota 1 10 12 0 0 22 0 0 0 0 01 0 21 1 0 22 0 0 8 0 8 52 5:00PM 2 4 0 0 6 0 0 0 0 0 0 4 0 0 4 1 0 0 0 1 11 5:15PM 1 3 0 0 4 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 7 5:30PM 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 1 0 0 0 1 6 5:45PM 0 2 0 0 2 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 8 Tota 1 3 10 0 0 13 0 0 0 0 0 0 16 0 0 16 2 0 1 0 3 32 Grand Total 13 22 0 0 35 0 0 0 0 0 0 37 1 0 38 2 0 9 0 11 84 Approach% 37.1 62.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 97.4 2.6 0.0 18.2 0.0 81.8 0.0 Total% 15.5 26.2 0.0 0.0 41.7 0.0 0.0 0.0 0.0 0.0 0.0 44.0 1.2 0.0 45.2 2.4 0.0 10.7 0.0 13.1 Exiting Leg Total 46 0 24 14 84 Buses 0 15 0 0 15 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 28 %Buses 0.0 68.2 0.0 0.0 42.9 0.0 0.0 0.0 0.0 0.0 0.0 35.1 0.0 0.0 34.2 0.0 0.0 0.0 0.0 0.0 33.3 Exiting Leg Total 13 0 15 0 28 Single-Unit Trucks 10 7 0 0 17 0 0 0 0 0 0 22 1 0 23 1 0 8 0 9 49 %Single-Unit 76.9 31.8 0.0 0.0 48.6 0.0 0.0 0.0 0.0 0.0 0.0 59.5 100.0 0.0 60.5 50.0 0.0 88.9 0.0 81.8 58.3 Exiting Leg Total 30 0 8 11 49 Articulated Trucks 3 0 0 0 3 0 0 0 0 0 0 2 0 0 2 1 0 1 0 2 7 %Articulated 23.1 0.0 0.0 0.0 8.6 0.0 0.0 0.0 0.0 0.0 0.0 5.4 0.0 0.0 5.3 50.0 0.0 11.1 0.0 18.2 8.3 Exiting Leg Total 3 0 1 3 7 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 4:00 PM 2 2 0 0 4 0 0 0 0 0 0 7 0 0 7 0 0 2 0 2 13 4:15PM 2 3 0 0 5 0 0 0 0 0 0 5 0 0 5 0 0 1 0 1 11 4:30PM 4 2 0 0 6 0 0 0 0 0 0 3 1 0 4 0 0 2 0 2 12 4:45PM 2 5 0 0 7 0 0 0 0 0 0 6 0 0 6 0 0 3 0 3 16 Total Volume 10 12 0 0 22 0 0 0 0 0 0 21 1 0 22 0 0 8 0 8 52 %Approach Total 45.5 54.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 95.5 4.5 0.0 0.0 0.0 100.0 0.0 PHF 0.625 0.600 0.000 0.000 0.7861 0.000 0.000 0.000 0.000 0.0001 0.000 0.750 0.250 0.000 0.7861 0.000 0.000 0.667 0.000 0.667 0.813 Buses 0 11 0 0 11 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 22 Buses% 0.0 91.7 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 52.4 0.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 42.3 Single-Unit Trucks 9 1 0 0 10 0 0 0 0 0 0 10 1 0 11 0 0 7 0 7 28 Single-Unit% 90.0 8.3 0.0 0.0 45.5 0.0 0.0 0.0 0.0 0.0 0.0 47.6 100.0 0.0 50.0 0.0 0.0 87.5 0.0 87.5 53.8 Articulated Trucks 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 Articulated% 10.0 0.0 0.0 0.0 4.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.5 0.0 12.5 3.8 Buses 0 11 0 0 11 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 22 Single-Unit Trucks 9 1 0 0 10 0 0 0 0 0 0 10 1 0 11 0 0 7 0 7 28 Articulated Trucks 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 Total Entering Leg 10 12 0 0 22 0 0 0 0 0 0 21 1 0 22 0 0 8 0 8 52 Buses 11 0 11 0 22 Single-Unit Trucks 17 0 1 10 28 Articulated Trucks 1 01 01 11 2 Total Exiting Leg 29 01 121 111 52 Page 3 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 4.00 PM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 6:00 PM Email:datarequests@pdilIc.com Class: Cars Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right I Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left I U-Turn Total Total 4:00 PM 2 112 0 0 114 0 0 0 0 0 0 174 2 0 176 14 0 9 0 23 313 4:15 PM 2 124 0 1 127 0 0 0 0 0 0 190 5 0 195 2 0 3 0 5 327 4:30 PM 1 118 0 0 119 0 0 0 0 0 0 182 1 0 183 14 0 2 0 16 318 4:45 PM 0 108 0 0 108 0 0 0 0 0 0 196 2 0 198 6 0 1 0 7 313 Total 5 462 0 1 468 0 0 0 0 01 0 742 10 0 752 36 0 15 0 51 1271 5:00 PM 4 117 0 0 121 0 0 0 0 0 0 260 1 0 261 15 0 8 0 23 405 5:15 PM 2 104 0 0 106 0 0 0 0 0 0 264 4 0 268 6 0 5 0 11 385 5:30 PM 0 103 0 0 103 0 0 0 0 0 0 246 1 0 247 3 0 6 0 9 359 5:45 PM 0 67 0 0 67 0 0 0 0 0 0 232 1 0 233 6 0 4 0 10 310 Total 6 391 0 0 397 0 0 0 0 0 0 1002 7 0 1009 30 0 23 0 53 1459 Grand Total 11 853 0 1 865 0 0 0 0 0 0 1744 17 0 1761 66 0 38 0 104 2730 Approach% 1.3 98.6 0.0 0.1 0.0 0.0 0.0 0.0 0.0 99.0 1.0 0.0 63.5 0.0 36.5 0.0 Total% 0.4 31.2 0.0 0.0 31.7 0.0 0.0 0.0 0.0 0.0 0.0 63.9 0.6 0.0 64.5 2.4 0.0 1.4 0.0 3.8 Exiting Leg Total 1783 0 919 28 2730 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:45 PM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 4:45 PM 0 108 0 0 108 0 0 0 0 0 0 196 2 0 198 6 0 1 0 7 313 5:00 PM 4 117 0 0 121 0 0 0 0 0 0 260 1 0 261 15 0 8 0 23 405 5:15 PM 2 104 0 0 106 0 0 0 0 0 0 264 4 0 268 6 0 5 0 11 385 5:30 PM 0 103 0 0 103 0 0 0 0 0 0 246 1 0 247 3 0 6 0 9 359 Total Volume 6 432 0 0 438 0 0 0 0 0 0 966 8 0 974 30 0 20 0 50 1462 %Approach Total 1.4 98.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 99.2 0.8 0.0 60.0 0.0 40.0 0.0 PHF 0.375 0.923 0.000 0.000 0.905 0.000 0.000 0.000 0.000 0.0001 0.000 0.915 0.500 0.000 0.9091 0.500 0.000 0.625 0.000 0.543 0.902 Entering Leg 6 432 0 0 438 0 0 0 0 0 0 966 8 0 974 30 0 20 0 50 1462 Exiting Leg 986 0 462 14 1462 Total 1424 0 1436 64 2924 Page 4 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 4:00 PM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 6:00 PM Email:datarequests@pdilIc.com Class: Light Goods Vehicle Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 4:00 PM 0 24 0 0 24 0 0 0 0 0 0 28 4 0 32 2 0 4 0 6 62 4:15 PM 0 15 0 0 15 0 0 0 0 0 0 31 0 0 31 4 0 3 0 7 53 4:30 PM 0 8 0 0 8 0 0 1 0 1 1 25 1 0 27 0 0 3 0 3 39 4:45 PM 0 15 0 0 15 0 0 0 0 0 0 25 0 0 25 1 0 0 0 1 41 Tota 1 0 62 0 0 62 0 0 1 0 1 1 109 5 0 1151 7 0 10 0 17 195 5:00 PM 0 11 0 0 11 0 0 0 0 0 0 20 2 0 22 5 0 2 0 7 40 5:15 PM 0 10 0 0 10 0 0 0 0 0 0 10 0 0 10 2 0 1 0 3 23 5:30PM 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 1 0 0 0 1 6 5:45PM 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 1 0 0 0 1 5 Tota 1 0 23 0 0 23 0 0 0 0 0 0 37 2 0 39 9 0 3 0 12 74 Grand Total 0 85 0 0 85 0 0 1 0 1 1 146 7 0 154 16 0 13 0 29 269 Approach% 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.6 94.8 4.5 0.0 55.2 0.0 44.8 0.0 Total% 0.0 31.6 0.0 0.0 31.6 0.0 0.0 0.4 0.0 0.4 0.4 54.3 2.6 0.0 57.2 5.9 0.0 4.8 0.0 10.8 Exiting Leg Total 159 1 102 7 269 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 4:00 PM 0 24 0 0 24 0 0 0 0 0 0 28 4 0 32 2 0 4 0 6 62 4:15 PM 0 15 0 0 15 0 0 0 0 0 0 31 0 0 31 4 0 3 0 7 53 4:30 PM 0 8 0 0 8 0 0 1 0 1 1 25 1 0 27 0 0 3 0 3 39 4:45 PM 0 15 0 0 15 0 0 0 0 0 0 25 0 0 25 1 0 0 0 1 41 Total Volume 0 62 0 0 62 0 0 1 0 1 1 109 5 0 115 7 0 10 0 17 195 %Approach Total 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.9 94.8 4.3 0.0 41.2 0.0 58.8 0.0 PHF 0.000 0.646 0.000 0.000 0.6461 0.000 0.000 0.250 0.000 0.2501 0.250 0.879 0.313 0.000 0.8981 0.438 0.000 0.625 0.000 0.607 0.786 Entering Leg 0 62 0 0 62 0 0 1 0 1 1 109 5 0 115 7 0 10 0 17 195 Exiting Leg 119 1 70 5 195 Total 181 2 185 22 390 Page 5 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 4:00 PM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 6:00 PM Email:datarequests@pdilIc.com Class: Buses Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right I Thru Left U-Turn Total Right Thru Left U-Turn Total Total 4:00 PM 0 2 0 0 2 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 7 4:15PM 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 6 4:30PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4 4:45PM 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 5 Total 0 11 0 0 11 0 0 0 0 01 0 11 0 0 11 0 0 0 0 01 22 5:00PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 5:15PM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 4 0 0 4 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 6 Grand Total 0 15 0 0 15 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 28 Approach% 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 Total% 0.0 53.6 0.0 0.0 53.6 0.0 0.0 0.0 0.0 0.0 0.0 46.4 0.0 0.0 46.4 0.0 0.0 0.0 0.0 0.0 Exiting Leg Total 13 0 15 0 28 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 4:00 PM 0 2 0 0 2 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 7 4:15PM 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 6 4:30PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4 4:45PM 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 5 Total Volume 0 11 0 0 11 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 22 Approach Total 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 PHF 0.000 0.688 0.000 0.000 0.6881 0.000 0.000 0.000 0.000 0.0001 0.000 0.550 0.000 0.000 0.5501 0.000 0.000 0.000 0.000 0.0001 0.786 Entering Leg 0 11 0 0 11 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 22 Exiting Leg 11 0 11 0 22 Total 22 0 22 0 44 Page 6 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 4:00 PM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 6:00 PM Email:datarequests@pdilIc.com Class: Single-Unit Trucks Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left I U-Turn Total Total 4:00PM 1 0 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 4 4:15PM 2 0 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 5 4:30PM 4 0 0 0 4 0 0 0 0 0 0 1 1 0 2 0 0 2 0 2 8 4:45PM 2 1 0 0 3 0 0 0 0 0 0 5 0 0 5 0 0 3 0 3 11 Tota 1 9 1 0 0 10 0 0 0 0 01 0 10 1 0 11 0 0 7 0 7 28 5:00PM 1 3 0 0 4 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 7 5:15PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2 5:30PM 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 5 5:45PM 0 2 0 0 2 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 7 Tota 1 1 6 0 0 7 0 0 0 0 0 0 12 0 0 12 1 0 1 0 2 21 Grand Total 10 7 0 0 17 0 0 0 0 0 0 22 1 0 23 1 0 8 0 9 49 Approach% 58.8 41.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 95.7 4.3 0.0 11.1 0.0 88.9 0.0 Total% 20.4 14.3 0.0 0.0 34.7 0.0 0.0 0.0 0.0 0.0 0.0 44.9 2.0 0.0 46.9 2.0 0.0 16.3 0.0 18.4 Exiting Leg Total 30 0 8 11 49 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:15 PM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 4:15PM 2 0 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 5 4:30PM 4 0 0 0 4 0 0 0 0 0 0 1 1 0 2 0 0 2 0 2 8 4:45PM 2 1 0 0 3 0 0 0 0 0 0 5 0 0 5 0 0 3 0 3 11 5:00PM 1 3 0 0 4 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 7 Total Volume 9 4 0 0 13 0 0 0 0 0 0 10 1 0 11 1 0 6 0 7 31 Approach Total 69.2 30.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 90.9 9.1 0.0 14.3 0.0 85.7 0.0 PHF 0.563 0.333 0.000 0.000 0.813 0.000 0.000 0.000 0.000 0.0001 0.000 0.500 0.250 0.000 0.5501 0.250 0.000 0.500 0.000 0.583 0.705 Entering Leg 9 4 0 0 13 0 0 0 0 0 0 10 1 0 11 1 0 6 0 7 31 Exiting Leg 16 0 5 10 31 Total 29 0 16 17 62 Page 7 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 4:00 PM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 6:00 PM Email:datarequests@pdilIc.com Class: Articulated Trucks Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 4:00PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 0 0 0 1 0 0 0 0 01 0 0 0 0 01 0 0 1 0 1 2 5:00PM 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 5:15PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 5:45PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 Total 2 0 0 0 2 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 5 Grand Total 3 0 0 0 3 0 0 0 0 0 0 2 0 0 2 1 0 1 0 2 7 Approach% 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 50.0 0.0 50.0 0.0 Total% 42.9 0.0 0.0 0.0 42.9 0.0 0.0 0.0 0.0 0.0 0.0 28.6 0.0 0.0 28.6 14.3 0.0 14.3 0.0 28.6 Exiting Leg Total 3 0 1 3 7 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 5:00 PM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Total 5:00PM 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 5:15PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 5:45PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 Total Volume 2 0 0 0 2 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 5 Approach Total 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 PHF 0.500 0.000 0.000 0.000 0.5001 0.000 0.000 0.000 0.000 0.0001 0.000 0.500 0.000 0.000 0.5001 0.250 0.000 0.000 0.000 0.2501 0.625 Entering Leg 2 0 0 0 2 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 5 Exiting Leg 2 0 1 2 5 Total 4 0 3 3 10 Page 8 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 4:00 PM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 6:00 PM Email:datarequests@pdilIc.com Class: Bicycles(on Roadway and Crosswalks) Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total Total 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tota 1 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 01 0 0 0 0 0 0 01 0 5:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45PM o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tota 1 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach% 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total% 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Exiting Leg Total 0 0 0 0 0 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn CW-EB CW-WB I Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB I Total Right Thru Left U-Turn CW-NB CW-SB Total Total- 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach Total 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PHF 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Entering Leg 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Exiting Leg 0 0 0 0 0 Total 0 0 0 0 0 Page 9 PDI File#: 186071 A Location: N:Osgood Street(Route 125)S:Osgood Street(Route 125) Location: E:1429 Osgood Driveway W:Holt Road City,State: North Andover,MA Client: Allen&Major/C.Tobias PRECISION Site Code: 2351-02 D A T A Count Date: Tuesday,January 30,2018 INDUSTRIES,LLC Start Time: 4.00 PM 46 Morton Street,Framingham,MA 01702 Office:508-875-0100 Fax:508-875-0118 End Time: 6:00 PM Email:datarequests@pdilIc.com Class: Pedestrians Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn CW-EB CW-WB Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB Total Right Thru Left U-Turn CW-NB CW-SB Total Total 4:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tota 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 01 0 0 0 0 0 0 01 1 5:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tota 1 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Approach% 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 Total% 0 0 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Exiting Leg Total 0 1 0 0 1 Peak Hour Analysis from 04:00 PM to 06:00 PM begins at: 4:00 PM Osgood Street(Route 125) 1429 Osgood Driveway Osgood Street(Route 125) Holt Road from North from East from South from West Right Thru Left U-Turn CW-EB CW-WB I Total Right Thru Left U-Turn CW-SB CW-NB Total Right Thru Left U-Turn CW-WB CW-EB I Total Right Thru Left U-Turn CW-NB CW-SB Total Total 4:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Approach Total 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PHF 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 Entering Leg 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Exiting Leg 0 1 0 0 1 Total 0 2 0 0 2 Page 10 '0 Appendix B — Crash Records Mi� _f OT2014 Total Total Number of Nonfatal Fatal Road Surface Crash Number City/Town Name ICrasKlDafe Crash Time, ICrashSeverity IVphicles lInjuries Injuries Manner of Collision lVehitleAebon Prior to Crash Vehicle Travel Uirections, ]Most Harmful Events Vehicle Gonfigwation Condition, IAmbient,u LightIWeather,Condition IAt,Roadway Intersection Property damage V1:Collision with motor vehicle only(none V1:Overtaking/passing/ in traffic/V2:Collision with V1:Passenger car/V2:Single- Holt ROAD/Osgood 3956351 NORTH ANDOVER 11-Se-2014''3:06 PM injured) 2 0 0 Rear-end V2:Entering traffic lane Ml:Eastbound/V2:Eastbound motor vehicle in traffic unit truck 2-axle,6-tire Dry Daylight Clear STREET Rte 125 Combined Crashes Study Area Page 1 Appendix C - Seasonal Adjustments / Background Growth MassDOT Permanent Count Station 5071 495 - Between Merrimac Street and Marston Street Year ADT January 2016 123192 January Total 2015 114452 2 years 2 years Seasonal Adjustment Factor 2014 113187 98650 198432 224265 1.13 2013 111078 99782 2011 108363 2010 101000 2008 101300 2007 104600 2006 92260 2005 98500 Years Total Increase 11 1.25068 Backround Growth Rate 1.02 1.23 10 YEAR HORIZON Appendix D - Tri p Generation Calculation Previous Use Proposed Uses LUC 140 Manufacturing LUC 150 Warehouse LUC 710 General Office X= 21.261 Square Feet X= 7.3 Square Feet X= 14 Square Feet Average Rate Fitted Curve Fitted Curve TOTAL IN OUT TOTAL IN OUT TOTAL IN OUT Daily =X*3.93 50% 50% Daily =X*1.58+45.54 50% 50% Daily =EXP(0.97*LN(X)+2.5) 50% 50% AM =X*0.62 77% 23% AM =X*0.12+25.32 77% 23% AM =X*0.94+26.49 86% 14% PM =X*0.67 31% 69% PM =X*0.12+27.82 27% 73% PM =EXP(0.95*LN(X)+0.36) 1 16% 84% Average Rate Fitted Curve Fitted Curve TOTAL IN OUT TOTAL IN OUT TOTAL IN OUT Daily 84 42 42 Daily 57 29 29 Daily 158 79 79 AM 13 10 3 AM 26 20 6 AM 40 34 6 IPM 14 4 1 10 IPM 291 81 21 IPM 181 31 15 Total Trip Gen - Proposed Total Trip Gen - New TOTAL 1N OUT TOTAL IN OUT Daily 215 107 107 Daily 131 66 66 AM 66 54 12 AM 53 44 9 PM 46 11 36 PM 32 6 26 Appendix E - Analysis Out put Appendix El - 2018 E0 sting AM HCM []n8ign8lized Intersection Capacity Analysis 3: Osgood Street & Holt Road 03/08/2018 �� ~~ � ~ 14111�I WIN I I Mr, i Lane Configurations tt ft r Sign Control Stop Free Free Grade 0Y6 096 0Y6 Hourly flow Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median None None signalMedian storage veh) Upstream pX, platoon unblocked vC conflicting | 1620 630 1280 wC2 stage 2 conf vol dN capacity(vmh/h) 39 331 463 Volume Total 68 73 214 214 030 030 80 Volume Ri ht 27 O O 0 O O 80 Volume to Capacity 1.12 018 013 013 037 037 004 Control Delay 1�R0,111, 2 Average Delay 10.2 Intersection Capacity Utilization 45.9% ICU Level of Service Analysis Period(min) 15 1428 Osgood Street O1/302O1H2018 Existing Conditions Svnchro10Report CST Page HCM []n8ign8lized Intersection Capacity Analysis 5: Osgood Street & Site Driveway 03/08/2018 � t Lane Configurations ttt Sign Control Stop Free Free Grade 0Y6 0% 0Y6 Hourly flow Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median None None signalMedian storage veh) Upstream pX, platoon unblocked vC conflicting | 901 232 483 wC2 stage 2 conf vol dN capacity(vmh/h) 282 771 1085 Volume Total 4 308 154 O 438 438 438 Volume Ri ht 0 O O 0 O O O Volume Capacity 001 018 008 UOO 028 028 028 Control Delay 1�R0,111, 2 Average Delay 0.0 Intersection Capacity Utilization 31 396 ICU Level of Service Analysis Period(min) 15 1428 Osgood Street O1/302O1H2018 Existing Conditions Svnchro10Report CST Page Appendix E2 - 2018 Existi ng PM HCM Unsignalized Intersection Capacity Analysis 3: Osgood Street & Holt Road 03/08/2018 4\ 14111�I WIN I I Mr, i Lane Configurations tt ft r Traffic Volume(veh/h) 31 46 11 1177 545 12 Future Volume(Veh/h) 31 46 11 1177 545 12 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.68 0.49 0.63 0.92 0.91 0.46 Hourly flow rate(vph) 46 94 17 1279 599 26 Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal(ft) pX, platoon unblocked vC,conflicting volume 1272 300 599 VC 1,stage 1 conf vol vC2,stage 2 conf vol vcu, unblocked vol 1272 300 599 tC,single(s) 7.1 7.0 4.1 tC,2 stage(s) tF(s) 3.6 3.3 2.2 pO queue free% 67 86 98 cM capacity(veh/h) 140 688 988 Volume Total 140 17 640 640 300 300 26 Volume Left 46 17 0 0 0 0 0 Volume Right 94 0 0 0 0 0 26 cSH 301 988 1700 1700 1700 1700 1700 Volume to Capacity 0.46 0.02 0.38 0.38 0.18 0.18 0.02 Queue Length 95th(ft) 58 1 0 0 0 0 0 Control Delay(s) 26.9 8.7 0.0 0.0 0.0 0.0 0.0 Lane LOS D A Approach Delay(s) 26.9 0.1 0.0 Approach LOS D 1�R0,111, 2 Average Delay 1.9 Intersection Capacity Utilization 43.7% ICU Level of Service A Analysis Period(min) 15 1429 Osgood Street 01/30/2018 2018 Existing Conditions Synchro 10 Report CST Page 1 HCM Unsignalized Intersection Capacity Analysis 5: Osgood Street & Site Driveway 03/08/2018 t 14111 I WIN I I Lane Configurations Y 0 ttt Traffic Volume(veh/h) 0 0 1208 0 0 557 Future Volume(Veh/h) 0 0 1208 0 0 557 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.91 Hourly flow rate(vph) 0 0 1313 0 0 612 Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal(ft) pX, platoon unblocked vC,conflicting volume 1517 656 1313 VC1,stage 1 conf vol vC2,stage 2 conf vol vcu, unblocked vol 1517 656 1313 tC,single(s) 6.8 6.9 4.1 tC,2 stage(s) tF(s) 3.5 3.3 2.2 pO queue free% 100 100 100 cM capacity(veh/h) 110 408 523 1 1 II 0/1 111111111, V W� ° Volume Total 0 875 438 0 204 204 204 Volume Left 0 0 0 0 0 0 0 Volume Right 0 0 0 0 0 0 0 cSH 1700 1700 1700 1700 1700 1700 1700 Volume to Capacity 0.00 0.51 0.26 0.00 0.12 0.12 0.12 Queue Length 95th(ft) 0 0 0 0 0 0 0 Control Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay(s) 0.0 0.0 0.0 Approach LOS A 1�R0,111, 2 Average Delay 0.0 Intersection Capacity Utilization 36.7% ICU Level of Service A Analysis Period(min) 15 1429 Osgood Street 01/30/2018 2018 Existing Conditions Synchro 10 Report CST Page 2 Appendix E3 - 2028 No Build AM HCM Unsignalized Intersection Capacity Analysis 3: Osgood Street & Holt Road 03/08/2018 4\ 14111�I WIN I I Mr, i Lane Configurations tt ft r Traffic Volume(veh/h) 40 26 60 498 1298 55 Future Volume(Veh/h) 40 26 60 498 1298 55 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.81 0.79 0.67 0.93 0.84 0.75 Hourly flow rate(vph) 49 33 90 535 1545 73 Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal(ft) pX, platoon unblocked vC,conflicting volume 1992 772 1545 VC 1,stage 1 conf vol vC2,stage 2 conf vol vcu, unblocked vol 1992 772 1545 tC,single(s) 8.2 7.8 4.5 tC,2 stage(s) tF(s) 4.2 3.8 2.4 pO queue free% 0 87 74 cM capacity(veh/h) 17 259 352 Volume Total 82 90 268 268 772 772 73 Volume Left 49 90 0 0 0 0 0 Volume Right 33 0 0 0 0 0 73 cSH 28 352 1700 1700 1700 1700 1700 Volume to Capacity 2.98 0.26 0.16 0.16 0.45 0.45 0.04 Queue Length 95th(ft) 248 25 0 0 0 0 0 Control Delay(s) 1193.5 18.7 0.0 0.0 0.0 0.0 0.0 Lane LOS F C Approach Delay(s) 1193.5 2.7 0.0 Approach LOS F 1�R0,111, 2 Average Delay 42.8 Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period(min) 15 1429 Osgood Street 01/30/2018 2028 No Build Conditions Synchro 10 Report CST Page 1 HCM Unsignalized Intersection Capacity Analysis 5: Osgood Street & Site Driveway 03/08/2018 t 14111 I WIN I I Lane Configurations Y 0 ttt Traffic Volume(veh/h) 3 1 528 10 7 1350 Future Volume(Veh/h) 3 1 528 10 7 1350 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.93 0.92 0.92 0.84 Hourly flow rate(vph) 3 1 568 11 8 1607 Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal(ft) pX, platoon unblocked vC,conflicting volume 1125 290 579 VC 1,stage 1 conf vol vC2,stage 2 conf vol vcu, unblocked vol 1125 290 579 tC,single(s) 6.8 6.9 4.1 tC,2 stage(s) tF(s) 3.5 3.3 2.2 pO queue free% 99 100 99 cM capacity(veh/h) 200 707 991 1 1 II 0/1 111111111, V W� ° Volume Total 4 379 200 8 536 536 536 Volume Left 3 0 0 8 0 0 0 Volume Right 1 0 11 0 0 0 0 cSH 244 1700 1700 991 1700 1700 1700 Volume to Capacity 0.02 0.22 0.12 0.01 0.32 0.32 0.32 Queue Length 95th(ft) 1 0 0 1 0 0 0 Control Delay(s) 20.0 0.0 0.0 8.7 0.0 0.0 0.0 Lane LOS C A Approach Delay(s) 20.0 0.0 0.0 Approach LOS C 1�R0,111, 2 Average Delay 0.1 Intersection Capacity Utilization 36.1% ICU Level of Service A Analysis Period(min) 15 1429 Osgood Street 01/30/2018 2028 No Build Conditions Synchro 10 Report CST Page 2 Appends4 - 2028 No Build PM HCM Unsignalized Intersection Capacity Analysis 3: Osgood Street & Holt Road 03/08/2018 4\ 14111�I WIN I I Mr, i Lane Configurations tt ft r Traffic Volume(veh/h) 37 57 14 1447 671 15 Future Volume(Veh/h) 37 57 14 1447 671 15 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.68 0.49 0.63 0.92 0.91 0.46 Hourly flow rate(vph) 54 116 22 1573 737 33 Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal(ft) pX, platoon unblocked vC,conflicting volume 1568 368 737 VC 1,stage 1 conf vol vC2,stage 2 conf vol vcu, unblocked vol 1568 368 737 tC,single(s) 7.1 7.0 4.1 tC,2 stage(s) tF(s) 3.6 3.3 2.2 pO queue free% 38 81 97 cM capacity(veh/h) 87 620 878 Volume Total 170 22 786 786 368 368 33 Volume Left 54 22 0 0 0 0 0 Volume Right 116 0 0 0 0 0 33 cSH 211 878 1700 1700 1700 1700 1700 Volume to Capacity 0.81 0.03 0.46 0.46 0.22 0.22 0.02 Queue Length 95th(ft) 146 2 0 0 0 0 0 Control Delay(s) 68.4 9.2 0.0 0.0 0.0 0.0 0.0 Lane LOS F A Approach Delay(s) 68.4 0.1 0.0 Approach LOS F 1�R0,111, 2 Average Delay 4.7 Intersection Capacity Utilization 52.2% ICU Level of Service A Analysis Period(min) 15 1429 Osgood Street 01/30/2018 2028 No Build Conditions Synchro 10 Report CST Page 1 HCM []n8ign8lized Intersection Capacity Analysis 5: Osgood Street & Site Driveway 03/08/2018 � t Lane Configurations Y 0 ttt Sign Control Stop Free Free Grade 0Y6 0% 0Y6 Hourly flow Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median None None signalMedian storage veh) Upstream pX, platoon unblocked vC conflicting | 1803 808 1613 vC2 stage 2 conf wd dN capacity(vmh/h) 64 325 400 Volume Total 11 1072 541 1 250 250 250 Volume Ri ht 8 O 5 0 O O O Volume to Capacity 0.07 0.63 0.32 0.00 0.15 0.15 0.15 Control Delay 1�R0,111, 2 Average Delay 0.1 Intersection Capacity Utilization 51.0% ICU Level of Service Analysis Period(min) 15 1428 Osgood Street 01/302018 2028 No Build Conditions Svnnhro 10 Report CST Page Appendix ES - 2028 Build AM HCM []n8ign8lized Intersection Capacity Analysis 3: Osgood Street & Holt Road 03/27/2018 �� ~~ � ~ 14111 I WIN I I Mr, i Lane Configurations tt ft r Sign Control Stop Free Free Grade 0Y6 096 0Y6 Hourly flow Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median None None signalMedian storage veh) Upstream pX, platoon unblocked vC conflicting | 2026 777 1554 wC2 stage 2 conf vol dN capacity(vmh/h) 16 257 348 Volume Total 82 80 292 282 777 777 73 Volume Ri ht 33 O O 0 O O 73 Volume to Capacity 318 028 017 017 048 048 004 Control Delay 1�R0,111, 2 Average Delay 344.6 Intersection Capacity Utilization 53296 ICU Level of Service Analysis Period(min) 15 1428 Osgood 8tnaot 01/302018 2028 Build Conditions 8ynnhro 10 Report CST Page HCM Unsignalized Intersection Capacity Analysis 5: Osgood Street & Site Driveway 03/27/2018 t 14111 I WIN I I Lane Configurations ttt Traffic Volume(veh/h) 9 3 528 55 39 1350 Future Volume(Veh/h) 9 3 528 55 39 1350 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.93 0.92 0.92 0.84 Hourly flow rate(vph) 10 3 568 60 42 1607 Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal(ft) pX, platoon unblocked vC,conflicting volume 1218 314 628 VC1,stage 1 conf vol vC2,stage 2 conf vol vcu, unblocked vol 1218 314 628 tC,single(s) 6.8 6.9 4.1 tC,2 stage(s) tF(s) 3.5 3.3 2.2 pO queue free% 94 100 96 cM capacity(veh/h) 168 682 950 1 1 II 0/1 111111111, V W� ° Volume Total 13 379 249 42 536 536 536 Volume Left 10 0 0 42 0 0 0 Volume Right 3 0 60 0 0 0 0 cSH 204 1700 1700 950 1700 1700 1700 Volume to Capacity 0.06 0.22 0.15 0.04 0.32 0.32 0.32 Queue Length 95th(ft) 5 0 0 3 0 0 0 Control Delay(s) 23.9 0.0 0.0 9.0 0.0 0.0 0.0 Lane LOS C A Approach Delay(s) 23.9 0.0 0.2 Approach LOS C Average Delay 0.3 Intersection Capacity Utilization 36.1% ICU Level of Service A Analysis Period(min) 15 1429 Osgood Street 01/30/2018 2028 Build Conditions Synchro 10 Report CST Page 2 Appendix E6 - 2028 Build PM HCM []n8ign8lized Intersection Capacity Analysis 3: Osgood Street & Holt Road 03/27/2018 �� ~~ � ~ 14111 I WIN I I Mr, i Lane Configurations tt ft r Sign Control Stop Free Free Grade 0Y6 096 0Y6 Hourly flow Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median None None signalMedian storage veh) Upstream pX, platoon unblocked vC conflicting | 1581 374 747 wC2 stage 2 conf vol dN capacity(vmh/h) 85 015 870 Volume Total 170 22 790 780 374 374 33 Volume Ri ht 116 O O 0 O O 33 Volume to Capacity 082 UO3 048 040 022 022 UO2 Control Delay 1�R0,111, 2 Average Delay 4.9 Intersection Capacity Utilization 52 96 ICU Level of Service Analysis Period(min) 15 1428 Osgood Street 01/302018 2028 Build Conditions Svnnhro 10 Report CST Page HCM []n8ign8lized Intersection Capacity Analysis 5: Osgood Street & Site Driveway 03/27/2018 � t Lane Configurations Y 0 ttt Sign Control Stop Free Free Grade 0Y6 0% 0Y6 Hourly flow Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median None None signalMedian storage veh) Upstream pX, platoon unblocked vC conflicting | 1871 810 1621 vC2 stage 2 conf wd dN capacity(vmh/h) 63 323 388 Volume Total 39 1072 549 3 250 250 250 Volume Ri ht 28 O 13 0 O O O Volume to Capacity 0.29 0.63 0.32 0.01 0.15 0.15 0.15 Control Delay 1�R0,111, 2 Average Delay 0.7 Intersection Capacity Utilization 51.3% ICU Level of Service Analysis Period(min) 15 1428 Osgood Street 01/302018 2028 Build Conditions Svnnhro 10 Report CST Page