appendix d: count data & volume information · syracuse metropolitan transportation council...
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Syracuse Metropolitan Transportation Council Carrier Site Access Transportation Study
D
Appendix D:
Count Data & Volume Information
STATION: 339303 New York State Department of TransportationTraffic Count Hourly Report
Page 1 of 1
ROUTE #: 635 ROAD NAME: FROM: 635 NB TO: CARRIER CIRCLE COUNTY: OnondagaDIRECTION: Northbound FACTOR GROUP: 30 REC. SERIAL #: 0433 FUNC. CLASS: 14 TOWN: DEWITTSTATE DIR CODE: 3 WK OF YR: 40 PLACEMENT: ON RAMP NHS: yes BIN:DATE OF COUNT: 09/29/2008 @ REF MARKER: JURIS: Town RR CROSSING:NOTES LANE 0: 339303 ADDL DATA: CC Stn: HPMS SAMPLE:
COUNT TYPE: AXLE PAIRS BATCH ID: R03-r3ww40COUNT TAKEN BY: ORG CODE: TST INITIALS: AEC PROCESSED BY: ORG CODE: R03 INITIALS: JAB
12TO1
1TO2
2TO3
3TO4
4TO5
5TO6
6TO7
7TO8
8TO9
9TO10
10TO11
11TO12
12TO1
1TO2
2TO3
3TO4
4TO5
5TO6
6TO7
7TO8
8TO9
9TO10
10TO11
11TO12
DAILY DAILYDAILY HIGH HIGH
AM PMDATE DAY TOTAL COUNT HOUR29 M30 T1 W2 T
414 379 493 587 558 451 532 531 484 260 233 155 120 127 6578 25 31 50 66 176 364 544 514 397 402 488 636 521 522 532 627 575 327 248 181 135 105 74 7618 636 1261 35 32 48 87 164 384 615 520 383 426 466 603 499 516 529 594 532 309 250 158 119 143 86 7559 615 778 42 21 57 70 168 356 568 521 401
AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT70 33 27 51 72 164 358 560 503 388 391 469 592 511 482 516 568 515 291 237 160 121 121 73 7273
DAYSCounted
4
HOURSCounted
73
WEEKDAYSCounted
4
WEEKDAYHours
73
AVERAGE WEEKDAYHigh Hour
592
% of day
8%
Axle Adj.Factor
0.972
Seasonal/WeekdayAdjustment Factor
1.070
ESTIMATED
AADT6797
ROUTE #: 635 ROAD NAME: FROM: 635 NB TO: CARRIER CIRCLE COUNTY: OnondagaSTATION: 339303 STATE DIR CODE: 3 PLACEMENT: ON RAMP DATE OF COUNT: 09/29/2008
STATION: 339304 New York State Department of TransportationTraffic Count Hourly Report
Page 1 of 1
ROUTE #: 635 ROAD NAME: FROM: RTE 635 TO: RTE 298 COUNTY: OnondagaDIRECTION: Eastbound FACTOR GROUP: 30 REC. SERIAL #: 0433 FUNC. CLASS: 14 TOWN: DEWITTSTATE DIR CODE: 3 WK OF YR: 40 PLACEMENT: ON RAMP NHS: yes BIN:DATE OF COUNT: 09/29/2008 @ REF MARKER: JURIS: Town RR CROSSING:NOTES LANE 0: 339304 ADDL DATA: CC Stn: HPMS SAMPLE:
COUNT TYPE: AXLE PAIRS BATCH ID: R03-r3ww40COUNT TAKEN BY: ORG CODE: TST INITIALS: AEC PROCESSED BY: ORG CODE: R03 INITIALS: JAB
12TO1
1TO2
2TO3
3TO4
4TO5
5TO6
6TO7
7TO8
8TO9
9TO10
10TO11
11TO12
12TO1
1TO2
2TO3
3TO4
4TO5
5TO6
6TO7
7TO8
8TO9
9TO10
10TO11
11TO12
DAILY DAILYDAILY HIGH HIGH
AM PMDATE DAY TOTAL COUNT HOUR29 M30 T1 W2 T
200 203 227 345 304 299 280 364 318 202 153 136 108 107 4242 20 24 14 42 61 179 326 330 225 167 272 354 302 274 302 390 343 215 174 139 123 113 43 4474 390 1642 16 14 21 32 56 175 329 357 206 196 251 310 308 290 290 429 396 252 176 163 135 125 54 4623 429 1628 21 20 14 42 61 183 324 361 187
AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT36 18 18 16 38 57 174 317 339 198 184 243 327 296 280 283 383 342 217 163 142 119 112 45 4347
DAYSCounted
4
HOURSCounted
73
WEEKDAYSCounted
4
WEEKDAYHours
73
AVERAGE WEEKDAYHigh Hour
383
% of day
9%
Axle Adj.Factor
0.972
Seasonal/WeekdayAdjustment Factor
1.070
ESTIMATED
AADT4063
ROUTE #: 635 ROAD NAME: FROM: RTE 635 TO: RTE 298 COUNTY: OnondagaSTATION: 339304 STATE DIR CODE: 3 PLACEMENT: ON RAMP DATE OF COUNT: 09/29/2008
STATION: 339302 New York State Department of TransportationTraffic Count Hourly Report
Page 1 of 1
ROUTE #: 635 ROAD NAME: FROM: CARRIER CIRCLE TO: RTE 635 SB COUNTY: OnondagaDIRECTION: Southbound FACTOR GROUP: 30 REC. SERIAL #: 9013 FUNC. CLASS: 14 TOWN: DEWITTSTATE DIR CODE: 3 WK OF YR: 43 PLACEMENT: 200' S OF CIRCLE NHS: yes BIN:DATE OF COUNT: 10/20/2008 @ REF MARKER: JURIS: Town RR CROSSING:NOTES LANE 0: 339302 ADDL DATA: CC Stn: HPMS SAMPLE:
COUNT TYPE: AXLE PAIRS BATCH ID: R03-r3ww43COUNT TAKEN BY: ORG CODE: TST INITIALS: AEC PROCESSED BY: ORG CODE: R03 INITIALS: JAB
12TO1
1TO2
2TO3
3TO4
4TO5
5TO6
6TO7
7TO8
8TO9
9TO10
10TO11
11TO12
12TO1
1TO2
2TO3
3TO4
4TO5
5TO6
6TO7
7TO8
8TO9
9TO10
10TO11
11TO12
DAILY DAILYDAILY HIGH HIGH
AM PMDATE DAY TOTAL COUNT HOUR1 W2 T3 F4 S5 S6 M7 T8 W9 T
10 F11 S12 S13 M14 T15 W16 T17 F18 S19 S20 M21 T22 W23 T24 F25 S26 S27 M28 T29 W30 T31 F
753 748 836 847 864 511 316 263 249 235 12783 53 97 66 96 223 434 761 843 646 645 800 996 737 746 849 923 847 542 414 333 256 220 115 11725 996 1263 46 95 73 98 211 421 864 841 639 606 808 1058 749 772 886 924 926 562 399 424 282 235 140 12122 1058 1292 69 81 84 121 217 473 854 887 668 661 856 1057 808 778 912 969 883 565 406 353 328 231 136 12489 1057 12
101 79 98 65 106 230 414 804 794 660 647
AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT83 60 90 70 102 214 424 798 817 635 622 798 1008 741 740 847 890 855 530 373 333 271 224 126 11651
DAYSCounted
5
HOURSCounted
94
WEEKDAYSCounted
5
WEEKDAYHours
94
AVERAGE WEEKDAYHigh Hour
1008
% of day
9%
Axle Adj.Factor
0.972
Seasonal/WeekdayAdjustment Factor
1.067
ESTIMATED
AADT10919
ROUTE #: 635 ROAD NAME: FROM: CARRIER CIRCLE TO: RTE 635 SB COUNTY: OnondagaSTATION: 339302 STATE DIR CODE: 3 PLACEMENT: 200' S OF CIRCLE DATE OF COUNT: 10/20/2008
STATION: 339301 New York State Department of TransportationTraffic Count Hourly Report
Page 1 of 1
ROUTE #: 298 ROAD NAME: FROM: RTE 298 TO: RTE 635 COUNTY: OnondagaDIRECTION: Eastbound FACTOR GROUP: 30 REC. SERIAL #: 8382 FUNC. CLASS: 14 TOWN: DEWITTSTATE DIR CODE: 3 WK OF YR: 43 PLACEMENT: ON RAMP NHS: yes BIN:DATE OF COUNT: 10/20/2008 @ REF MARKER: JURIS: Town RR CROSSING:NOTES LANE 0: 339301 ADDL DATA: CC Stn: HPMS SAMPLE:
COUNT TYPE: AXLE PAIRS BATCH ID: R03-r3ww43COUNT TAKEN BY: ORG CODE: TST INITIALS: AEC PROCESSED BY: ORG CODE: R03 INITIALS: JAB
12TO1
1TO2
2TO3
3TO4
4TO5
5TO6
6TO7
7TO8
8TO9
9TO10
10TO11
11TO12
12TO1
1TO2
2TO3
3TO4
4TO5
5TO6
6TO7
7TO8
8TO9
9TO10
10TO11
11TO12
DAILY DAILYDAILY HIGH HIGH
AM PMDATE DAY TOTAL COUNT HOUR1 W2 T3 F4 S5 S6 M7 T8 W9 T
10 F11 S12 S13 M14 T15 W16 T17 F18 S19 S20 M21 T22 W23 T24 F25 S26 S27 M28 T29 W30 T31 F
187 190 205 241 267 110 53 40 35 23 169 11 4 8 16 36 92 185 191 149 157 199 264 188 189 221 268 246 90 76 67 37 19 11 2733 268 166 6 13 9 19 36 83 229 172 143 159 224 252 202 201 215 230 225 98 62 56 64 27 19 2750 252 12
11 10 6 3 18 39 110 187 211 167 172 233 282 203 181 237 273 266 104 82 52 79 21 9 2956 282 1215 13 8 5 18 58 80 201 193 156 186
AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT10 10 8 6 17 41 88 194 187 150 163 213 259 190 185 214 246 244 97 66 52 52 21 14 2727
DAYSCounted
5
HOURSCounted
94
WEEKDAYSCounted
5
WEEKDAYHours
94
AVERAGE WEEKDAYHigh Hour
259
% of day
9%
Axle Adj.Factor
0.972
Seasonal/WeekdayAdjustment Factor
1.067
ESTIMATED
AADT2556
ROUTE #: 298 ROAD NAME: FROM: RTE 298 TO: RTE 635 COUNTY: OnondagaSTATION: 339301 STATE DIR CODE: 3 PLACEMENT: ON RAMP DATE OF COUNT: 10/20/2008
SMTC126 N. Salina Street, 100 Clinton Square
Syracuse, NY 13202 File Name : 790015Site Code : 00070015Start Date : 12/3/2008Page No : 1
Location: Town of DeWitt, Onon. Cty.INT: Thompson Rd. @ Comfort Inn/McD'sDate: 12/3/08Counter: AI
Groups Printed- Cars - Heavy Vehicles
Thompson Rd.From North
Comfort Inn/McDonaldsDriveway
From WestStart Time Right Right Int. Total
Factor 1.0 1.007:30 AM 18 13 3107:45 AM 14 17 31
Total 32 30 62
08:00 AM 12 15 2708:15 AM 16 18 34
Total 28 33 61
04:30 PM 13 8 2104:45 PM 17 18 35
Total 30 26 56
05:00 PM 10 17 2705:15 PM 6 8 14
Grand Total 106 114 220Apprch % 100.0 100.0
Total % 48.2 51.8
Thompson Rd.
Co
mfo
rt I
nn
/McD
on
ald
s D
rivew
ay
No
t Na
me
d
Not Named
Right
105 1
106
InOut Total0 105 105 0 1 1 0 106 106
Ou
tT
ota
lIn
0
0
0
0
0
0
0
0
0
Out TotalIn
112 0 112 2 0 2
114 0 114
Rig
ht
11
2
2
11
4
Tota
lO
ut
In1
05
11
2
21
7
1
2
3
10
6
11
4
22
0
12/3/2008 7:30:00 AM12/3/2008 5:15:00 PM Cars Heavy Vehicles
North
SMTC126 N. Salina Street, 100 Clinton Square
Syracuse, NY 13202 File Name : 790006_bothSite Code : 00079006Start Date : 10/8/2008Page No : 1
Location: Town of DeWitt, Onon. Cty.INT: Rt. 298 @ Old Collamer Rd.Date: October 8, 2008AI
Groups Printed- Cars - Heavy Vehicles - BusesOld Collamer Rd.
From NorthRt. 298
From EastRt. 298
From WestStart Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Total
Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.007:00 AM 36 0 1 0 1 128 0 0 0 120 21 0 30707:15 AM 38 0 6 0 2 115 0 0 0 156 20 0 33707:30 AM 49 0 6 0 5 159 0 0 0 186 26 0 43107:45 AM 37 0 5 0 4 149 0 0 0 226 56 0 477
Total 160 0 18 0 12 551 0 0 0 688 123 0 1552
08:00 AM 51 0 6 0 3 125 0 0 0 202 33 0 42008:15 AM 30 0 5 0 1 122 0 0 0 173 38 0 36908:30 AM 41 0 2 0 3 112 0 0 0 188 16 0 36208:45 AM 27 0 3 0 8 131 0 0 0 183 18 0 370
Total 149 0 16 0 15 490 0 0 0 746 105 0 1521
04:00 PM 27 0 4 0 5 182 0 0 0 142 40 0 40004:15 PM 26 0 2 0 9 134 0 0 0 146 38 0 35504:30 PM 30 0 2 0 2 198 0 0 0 181 42 0 45504:45 PM 34 0 3 0 3 168 0 0 0 177 47 0 432
Total 117 0 11 0 19 682 0 0 0 646 167 0 1642
05:00 PM 46 0 7 1 6 251 0 0 0 134 59 0 50405:15 PM 21 0 3 0 11 181 0 0 0 152 54 0 42205:30 PM 23 0 2 0 3 172 0 0 0 115 71 0 38605:45 PM 35 0 2 0 9 119 0 0 0 105 42 0 312
Total 125 0 14 1 29 723 0 0 0 506 226 0 1624
Grand Total 551 0 59 1 75 2446 0 0 0 2586 621 0 6339Apprch % 90.2 0.0 9.7 0.2 3.0 97.0 0.0 0.0 0.0 80.6 19.4 0.0
Total % 8.7 0.0 0.9 0.0 1.2 38.6 0.0 0.0 0.0 40.8 9.8 0.0
SMTC126 N. Salina Street, 100 Clinton Square
Syracuse, NY 13202 File Name : 79003_psmSite Code : 00790003Start Date : 10/9/2008Page No : 1
Location: Town of DeWitt, Onon. CountyINT: Rt. 635 @ Carrier Back Access RoadDate: October 8, 2008Counter: PSM
Groups Printed- Cars - Heavy Vehicles - BusesThompson Rd. / Rt. 635
From NorthCarrier Back Access Road
From EastThompson Rd. / Rt. 635
From SouthStart Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Total
Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.007:00 AM 0 134 5 0 1 0 1 0 18 147 0 0 30607:15 AM 0 167 16 0 2 0 2 0 13 177 0 0 37707:30 AM 0 226 16 0 3 0 5 0 26 210 0 0 48607:45 AM 0 219 25 0 7 0 5 0 32 292 0 1 581
Total 0 746 62 0 13 0 13 0 89 826 0 1 1750
08:00 AM 0 206 7 0 5 0 4 0 23 258 0 0 50308:15 AM 0 196 11 0 2 0 2 0 12 211 0 0 43408:30 AM 0 183 15 0 1 0 2 0 31 179 0 0 41108:45 AM 0 175 16 0 3 0 2 0 18 217 0 1 432
Total 0 760 49 0 11 0 10 0 84 865 0 1 1780
04:00 PM 0 228 1 0 19 0 17 0 1 196 0 2 46404:15 PM 0 214 1 0 7 0 11 0 2 193 0 0 42804:30 PM 0 248 1 0 31 0 34 0 0 229 0 0 54304:45 PM 0 215 1 0 7 0 7 0 5 207 0 0 442
Total 0 905 4 0 64 0 69 0 8 825 0 2 1877
05:00 PM 0 307 2 0 19 0 28 0 2 273 0 0 63105:15 PM 0 220 2 0 9 0 7 0 4 209 0 0 45105:30 PM 0 199 5 0 12 0 14 0 1 192 0 0 42305:45 PM 0 150 1 0 6 0 7 0 0 155 0 0 319
Total 0 876 10 0 46 0 56 0 7 829 0 0 1824
Grand Total 0 3287 125 0 134 0 148 0 188 3345 0 4 7231Apprch % 0.0 96.3 3.7 0.0 47.5 0.0 52.5 0.0 5.3 94.6 0.0 0.1
Total % 0.0 45.5 1.7 0.0 1.9 0.0 2.0 0.0 2.6 46.3 0.0 0.1
SMTC126 N. Salina Street, 100 Clinton Square
Syracuse, NY 13202 File Name : 79009Site Code : 00079009Start Date : 10/9/2008Page No : 1
Location: Town of DeWitt, Onon. Cty.INT: Rt. 298 @ Court St. Rd./NVG Dr.Date: October 9, 2008AI
Groups Printed- Cars - Heavy Vehicles - BusesRt. 298
From NorthNVG Dr.
From EastRt. 298
From SouthCourt St Rd.From West
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left PedsInt.
TotalFactor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
07:00 AM 8 81 27 0 17 1 44 0 53 56 2 0 1 5 3 0 29807:15 AM 12 92 47 0 15 4 28 0 61 77 0 0 5 3 3 0 34707:30 AM 14 139 65 0 26 5 39 0 91 92 2 0 1 5 10 0 48907:45 AM 23 121 86 0 21 9 29 0 77 115 3 0 5 5 10 0 504
Total 57 433 225 0 79 19 140 0 282 340 7 0 12 18 26 0 1638
08:00 AM 14 121 63 0 18 6 30 0 91 96 1 0 2 9 8 0 45908:15 AM 16 87 75 0 20 13 32 0 86 94 1 0 5 12 6 0 44708:30 AM 12 110 62 0 11 7 23 0 73 64 5 0 5 8 5 0 38508:45 AM 6 73 58 0 13 7 33 0 77 80 5 2 1 6 7 0 368
Total 48 391 258 0 62 33 118 0 327 334 12 2 13 35 26 0 1659
04:00 PM 8 83 25 0 48 3 66 0 24 150 2 0 2 3 14 0 42804:15 PM 9 82 21 0 40 4 58 0 29 121 2 1 5 5 17 0 39404:30 PM 4 133 30 1 43 5 81 1 32 176 2 0 9 7 15 1 54004:45 PM 6 105 15 0 47 11 69 0 36 148 1 0 5 5 6 1 455
Total 27 403 91 1 178 23 274 1 121 595 7 1 21 20 52 2 1817
05:00 PM 9 115 20 0 111 5 139 0 27 192 1 0 3 8 20 0 65005:15 PM 6 88 20 0 46 5 75 0 22 174 3 1 2 5 11 0 45805:30 PM 8 75 16 0 34 5 42 0 24 140 3 0 1 5 9 0 36205:45 PM 3 60 8 0 19 4 37 1 15 100 1 1 0 7 7 0 263
Total 26 338 64 0 210 19 293 1 88 606 8 2 6 25 47 0 1733
Grand Total 158 1565 638 1 529 94 825 2 818 1875 34 5 52 98 151 2 6847Apprch % 6.7 66.3 27.0 0.0 36.5 6.5 56.9 0.1 29.9 68.6 1.2 0.2 17.2 32.3 49.8 0.7
Total % 2.3 22.9 9.3 0.0 7.7 1.4 12.0 0.0 11.9 27.4 0.5 0.1 0.8 1.4 2.2 0.0
SMTC126 N. Salina Street, 100 Clinton Square
Syracuse, NY 13202 File Name : 790008Site Code : 00079008Start Date : 10/15/2008Page No : 1
Location: Town of DeWitt, Onon. Cty.INT: Rt. 298 @ Kinne St.Date: October 15, 2008Counters: AI, PSM
Groups Printed- Cars - Heavy Vehicles - School BusesRt. 298
From NorthKinne St.From East
Rt. 298From South
Weighlock Dr.From West
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left PedsInt.
TotalFactor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
07:00 AM 1 102 29 0 20 0 36 0 23 98 0 0 0 1 0 0 31007:15 AM 1 88 37 0 29 1 57 0 32 113 2 0 1 4 0 0 36507:30 AM 3 109 57 0 52 4 75 0 39 138 2 0 7 3 0 1 49007:45 AM 2 103 65 0 53 2 62 0 42 178 4 0 0 4 0 0 515
Total 7 402 188 0 154 7 230 0 136 527 8 0 8 12 0 1 1680
08:00 AM 0 102 43 0 40 7 49 0 42 167 1 0 0 3 0 0 45408:15 AM 2 91 30 0 44 2 41 0 40 156 4 0 3 0 1 0 41408:30 AM 1 90 51 0 29 4 41 0 39 147 6 0 1 2 1 0 41208:45 AM 1 81 36 0 26 4 50 0 54 151 2 0 3 5 0 0 413
Total 4 364 160 0 139 17 181 0 175 621 13 0 7 10 2 0 1693
04:00 PM 1 124 49 4 61 3 19 0 41 122 4 0 3 7 1 0 43904:15 PM 1 102 36 0 47 3 24 0 45 125 2 0 1 2 1 0 38904:30 PM 0 144 55 2 58 4 55 0 49 174 2 0 3 4 0 0 55004:45 PM 2 112 49 0 55 2 41 0 42 133 1 0 1 3 0 1 442
Total 4 482 189 6 221 12 139 0 177 554 9 0 8 16 2 1 1820
05:00 PM 0 194 69 0 71 3 85 0 37 143 2 0 3 6 0 0 61305:15 PM 1 113 46 1 57 5 55 0 54 134 1 0 1 3 2 0 47305:30 PM 0 126 34 0 51 2 71 0 41 111 1 0 1 4 0 0 44205:45 PM 0 80 25 0 33 6 31 0 34 88 4 0 0 3 0 0 304
Total 1 513 174 1 212 16 242 0 166 476 8 0 5 16 2 0 1832
Grand Total 16 1761 711 7 726 52 792 0 654 2178 38 0 28 54 6 2 7025Apprch % 0.6 70.6 28.5 0.3 46.2 3.3 50.4 0.0 22.8 75.9 1.3 0.0 31.1 60.0 6.7 2.2
Total % 0.2 25.1 10.1 0.1 10.3 0.7 11.3 0.0 9.3 31.0 0.5 0.0 0.4 0.8 0.1 0.0
SMTC126 N. Salina Street, 100 Clinton Square
Syracuse, NY 13202 File Name : 790025Site Code : 00790025Start Date : 12/9/2008Page No : 1
Location: Town of DeWitt, Onon. Cty.INT: Kinne St. @ Franklin Park Dr.Date: 12/9/08Counter: AI
Groups Printed- Cars - Heavy Vehicles - School BusesKinne St.
From NorthFranklin Park Dr.
From EastKinne St.
From SouthCarrier Driveway
From West
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left PedsInt.
TotalFactor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
07:00 AM 5 29 17 0 41 9 3 0 3 20 3 0 0 0 1 0 13107:15 AM 5 40 28 0 64 8 3 0 3 29 4 0 2 0 0 0 18607:30 AM 7 48 22 0 66 19 5 0 2 37 10 0 2 0 1 0 21907:45 AM 9 51 25 0 59 14 4 0 1 40 8 0 3 1 0 0 215
Total 26 168 92 0 230 50 15 0 9 126 25 0 7 1 2 0 751
08:00 AM 10 48 21 0 53 17 2 0 2 44 6 0 2 0 1 0 20608:15 AM 8 42 17 0 53 22 4 0 3 46 4 0 1 0 2 0 20208:30 AM 9 42 19 0 40 10 1 0 0 32 0 0 2 1 0 0 15608:45 AM 3 26 9 0 18 4 0 0 1 24 1 0 0 0 1 0 87
Total 30 158 66 0 164 53 7 0 6 146 11 0 5 1 4 0 651
04:00 PM 0 47 55 0 26 1 1 0 2 40 2 0 6 6 8 0 19404:15 PM 0 46 51 0 30 2 2 0 4 36 2 0 5 4 5 0 18704:30 PM 0 56 59 0 30 1 3 0 2 60 0 0 13 5 12 0 24104:45 PM 0 61 49 0 21 0 0 0 9 54 1 0 9 14 12 0 230
Total 0 210 214 0 107 4 6 0 17 190 5 0 33 29 37 0 852
05:00 PM 4 85 64 0 31 0 2 0 7 77 0 0 13 18 18 0 31905:15 PM 0 44 60 0 28 2 1 0 6 39 1 0 7 15 8 4 21505:30 PM 1 41 52 0 57 1 0 0 6 41 1 0 3 15 9 2 22905:45 PM 0 37 34 0 34 0 3 1 2 39 0 0 3 3 4 1 161
Total 5 207 210 0 150 3 6 1 21 196 2 0 26 51 39 7 924
Grand Total 61 743 582 0 651 110 34 1 53 658 43 0 71 82 82 7 3178Apprch % 4.4 53.6 42.0 0.0 81.8 13.8 4.3 0.1 7.0 87.3 5.7 0.0 29.3 33.9 33.9 2.9
Total % 1.9 23.4 18.3 0.0 20.5 3.5 1.1 0.0 1.7 20.7 1.4 0.0 2.2 2.6 2.6 0.2
SMTC126 N. Salina Street, 100 Clinton Square
Syracuse, NY 13202 File Name : 790010~2Site Code : 00790010Start Date : 10/2/2008Page No : 1
Location: Town of DeWitt, Onond. Cty. NYINT: Deere Rd @ Court St RdDate: Thursday, October 2, 2008Counter: PSM
Groups Printed- Cars - Heavy Vehicles - School BusesDeere Rd
From NorthCourt St RdFrom East
Court St RdFrom West
Start Time Right Left Peds Right Thru Peds Thru Left Peds Int. TotalFactor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
07:00 AM 1 0 0 0 34 1 27 4 0 6707:15 AM 6 0 0 0 48 0 27 10 0 9107:30 AM 3 2 0 0 43 0 39 4 0 9107:45 AM 5 1 0 1 47 0 55 13 0 122
Total 15 3 0 1 172 1 148 31 0 371
08:00 AM 9 4 0 2 46 0 38 7 0 10608:15 AM 6 1 0 1 38 0 26 4 0 7608:30 AM 5 2 0 2 32 0 42 9 0 9208:45 AM 3 4 0 2 42 0 43 2 0 96
Total 23 11 0 7 158 0 149 22 0 370
Grand Total 38 14 0 8 330 1 297 53 0 741Apprch % 73.1 26.9 0.0 2.4 97.3 0.3 84.9 15.1 0.0
Total % 5.1 1.9 0.0 1.1 44.5 0.1 40.1 7.2 0.0
Deere Rd
Cou
rt S
t R
d C
ou
rt St R
d
Not Named
Right
29 9 0
38 Left
13 1 0
14 Peds
0 0 0 0
InOut Total55 42 97 5 10 15 1 0 1
61 52 113
Rig
ht 7
0
1
8
Th
ru
28
6
39
5
3
30
P
ed
s 1
0
0
1
Ou
tT
ota
lIn
23
7
29
4
53
1
67
3
9
10
6
7
6
13
3
11
3
39
6
50
Out TotalIn
0 0 0 0 0 0 0 0 0 0 0 0
Le
ft48
5
0
53
T
hru22
4
66
7
29
7
Pe
ds0
0
0
0
To
tal
Ou
tIn
31
5
27
2
58
7
48
7
1
11
9
5
7
12
36
8
35
0
71
8
10/2/2008 7:00:00 AM10/2/2008 8:45:00 AM Cars Heavy Vehicles School Buses
North
SMTC126 N. Salina Street, 100 Clinton Square
Syracuse, NY 13202 File Name : 790010~1Site Code : 00790010Start Date : 9/30/2008Page No : 1
Location: Town of DeWitt, Onond. Cty. NYINT: Deere Rd @ Court St RdDate: Tuesday, September 30, 2008Counter: AI
Groups Printed- Cars - Heavy Vehicles - School BusesDeere Rd
From NorthCourt St RdFrom East
Court St RdFrom West
Start Time Right Left Peds Right Thru Peds Thru Left Peds Int. TotalFactor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
04:00 PM 8 6 0 2 27 0 49 8 0 10004:15 PM 11 9 0 6 42 0 51 9 0 12804:30 PM 9 6 0 6 38 0 66 4 0 12904:45 PM 13 4 0 2 34 0 57 6 0 116
Total 41 25 0 16 141 0 223 27 0 473
05:00 PM 17 2 0 2 32 0 57 8 0 11805:15 PM 10 0 0 0 33 0 44 4 0 9105:30 PM 6 4 0 0 35 0 44 4 0 9305:45 PM 2 3 0 1 26 0 27 4 0 63
Total 35 9 0 3 126 0 172 20 0 365
Grand Total 76 34 0 19 267 0 395 47 0 838Apprch % 69.1 30.9 0.0 6.6 93.4 0.0 89.4 10.6 0.0
Total % 9.1 4.1 0.0 2.3 31.9 0.0 47.1 5.6 0.0
Deere Rd
Cou
rt S
t R
d C
ou
rt St R
d
Not Named
Right
72 4 0
76 Left
34 0 0
34 Peds
0 0 0 0
InOut Total63 106 169 3 4 7 0 0 0
66 110 176
Rig
ht
17
2
0
1
9
Th
ru
25
4
12
1
2
67
P
ed
s 0
0
0
0
Ou
tT
ota
lIn
42
0
27
1
69
1
8
14
22
1
1
2
4
29
2
86
7
15
Out TotalIn
0 0 0 0 0 0 0 0 0 0 0 0
Le
ft46
1
0
47
T
hru38
6
8
1
39
5
Pe
ds0
0
0
0
To
tal
Ou
tIn
32
6
43
2
75
8
16
9
2
5
1
1
2
34
3
44
2
78
5
9/30/2008 4:00:00 PM9/30/2008 5:45:00 PM Cars Heavy Vehicles School Buses
North
Existing AM Peak Hour Volumes
SB to NB U-Turn is shown as SB Left Turn + WB Right Turn
405
210
195
35
160
0
0
1650
0 0
00
70 5
190
35530 40 185
25 0 5
0
380
190
110
80
35
30 825
15 1440
130
700
615 10 43
5
1380 85
250
950825
555 35
65 470
290
10
160
140
20
5
5 220
10 470
15
115
250 30 18
0
800 250
335
450365
435 70
40 225
100
190
1450
645
805
10
630 430
165 800
195
825
370 22
5
15
55 5
610
143525 30 410
10 10 5
5
1510
620
890
30
785 15
75 155
60
805
140 10 0
100 15
650
145555 45 575
35 5 15
0
1785
76510
20
155
865 0
0 0
0
890
0
0 0
360 15
615
1505190
170 600
165 0 25
50
820
365
455
205
240 1060
10 1875
115
370
815 55 95
5
2150 95
395
765895
1255 185
125
690 80
1980 55
65
140980
1000 5
50 860 70 5
75
870 5 94
0
5
70
60
10
5
0 950
5 1820
1975 0
0
0
975
1000 0
60 915 0 0
0
980 0 10
00
0
125
60
65
0
0 1000
65 1980
1815 0
0
0
865
950 0
5
860 0 0
0
865 15 95
0
20
5
0
0 965
0
25
5 1830
1830 15
30
185865
965 0
0
805 60 15
155
820 0 95
0
0
0
0
0 1045
950
0 1865
1955 75
275
455760
1195 5
15 700 45 195
180
900 15 11
15
35
15
5
5 1260
130
50
5 2160
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Existing\Future Base AM Peak Hour Volumes.xlsExisting Rounded AM Vol 3/2/2009
Existing PM Peak Hour Volumes
SB to NB U-Turn is shown as SB Left Turn + WB Right Turn
450
195
255
25
230
0
0
2500
0 0
00
110 15
160
41070 40 145
50 0 20
0
120
150
55
95
50
25 825
20 1650
365
230
825 5 70
0
1545 245
635
865550
995 25
25 440 85
25
170
15
155
65
50 320
40 585
5
280
265 5 29
0
925 140
150
430430
495 5
5
220
205
240
1605
835
770
5
585 490
180 915
230
830
425 23
5
15
55 5
825
165530 25 590
10 15 5
35
1680
910
770
30
725 75
15 105
10
770
30
40 0
125 20
840
161075 50 810
60 5 10
0
1965
101595
0
200
750 0
0 0
0
765
0
0 0
370 25
910
1675145
225 885
130 0 15
150
1265
675
590
160
395 1015
35 2030
125
665
1015 95 77
0
2205 95
595
12601180
1025 375
205
855
120
2130 85
90
205995
1135 0
5
905 85 5
115
915 5 10
00
25
70
10
60
50
5 1030
5 1945
2115 0
0
0
980
1135 0
45 935 0 0
0
985 0 11
35
0
95
45
50
0
0 1135
50 2120
1935 0
0
0
910
1025 0
0
910 0 0
0
930 5 10
25
5
20
0
0 1030
0
25
20 1960
1950 65
140
155925
1025 0
0
920 5 75
15
995 0 96
0
0
0
0
0 970
100
0 1965
2015 50
235
5101080
935 5
5
960
115 180
275
1180 15 86
0
25
75
25
10 1025
150
100
40 2205
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Carrier Pkwy
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Existing\Future Base PM Peak Hour Volumes.xlsExisting Rounded PM Vol 3/2/2009
Future No-Build AM Peak Hour Volumes
0
1117
470
244
226
41
186
0
0
1910
0 0
00
81 6
221
41235 46 215
29 0 6
0
441
221
128
93
41
35 957
17 1671
151
812
714 12 50
5
1602 99
290
1103957
644 41
75 545
337
12
210
182
27
10
6 255
12 545
17
133
290 35 20
9
952 290
389
522444
509 81
66 261
116
222
1665
732
933
12
730 503
191 952
246
957
449 26
4
17
64 6
708
166529 35 456
12 12 6
6
1792
703
1090
35
910 17
145 238
70
933
220 12 0
116 17
737
167164 52 650
41 6 17
0
2112
87112
41
180
1061 0
0 0
0
1090
0
0 0
418 17
697
1787221
197 679
191 0 29
58
966
429
537
247
279 1271
12 2248
133
433
977 64 11
49
2589 114
463
8951079
1510 215
151
832 96
2308 64
70
1571112
1196
1031 81 6
87
1037 11
32
60
0
0 1138
2175
2299 0
0
0
1117
1183 0
70
1047 0 0
0
1122 0 11
83
0
145
70
75
0
0 1183
75 2305
2170 0
0
0
1030
1140 0
1030 0 0
0
1030 11
40
0
0 1140
00
2170
2177 17
35
2151035
1142 0
0
965 70 17
180
983 0 11
25
0
0
0
0 1235
110
0
0 2217
2322 83
331
548913
1409 31
83 780 49 217
217
1084 13
4
1238
249
198
88
24 1516
144
447
87 2601
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Existing\Future Base AM Peak Hour Volumes.xlsFuture Base AM Vol 3/2/2009
Future No-Build PM Peak Hour Volumes
0
1176
522
226
296
29
267
0
0
2900
0 0
00
128 17
186
47681 46 168
58 0 23
0
139
174
64
110
58
29 957
23 1915
424
267
957 6 81
2
1793 284
737
1004638
1155 29
29 511 99
29
266
17
249
144
58 371
46 679
6
325
308 6 33
7
1143 162
174
499499
643 6
6
255
238
301
1888
1016
872
6
657 638
209 1131
267
963
493 32
0
17
64 6
957
192135 29 685
12 17 6
41
1981
1103
878
35
819 87
23 128
12
872
41
46 0
145 23
1022
189387 58 987
70 6 12
0
2311
122510
87
232
854 0
0 0
0
872
0
0 0
429 29
1103
1975168
261 1074
151 0 17
174
1475
788
688
188
458 1191
41 2387
145
774
1195 11
0
907
2601 112
692
14661393
1208 435
242
1010 14
2
2475 99
104
2321188
1287
1089 99 6
128
1095 11
89
290
0
0 1218
2313
2469 0
0
0
1176
1292 0
52
1124 0 0
0
1182 0 12
92
0
110
52
58
0
0 1292
58 2474
2309 0
0
0
1093
1216 0
1093 0 0
0
1093 12
16
0
0 1216
00
2309
2305 75
162
1801093
1213 0
0
1087 6 87
17
1174 0 11
37
0
0
0
0 1149
120
0 2322
2380 57
277
6011272
1108 14
42
1099 13
1 206
324
1393 52 98
4
108
177
67
22 1208
171
285
88 2601
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Existing\Future Base PM Peak Hour Volumes.xlsFuture Base PM Vol 3/2/2009
Alternative #1 AM Peak Hour Volumes
145
450
85 2995
215
220
1135 13
5
1580
250
200
90
25 1860
2745 105
350
570970
1775 30
85 835 50
110
0
0 2640
15
180
1040 0 14
90
0
0
0
0 1600
2600 15
30
2101095
1505 0
0
1025 70
0
240
15 2595
0
0
1090 11
0
1395
210
30
15
0 1505
2585 0
0
0
1175
1410 0
100
1075 0
0
155
70
85
0
0 1415
85 2725
0
0
1310 0 14
15
2710 0
0
0
1295
1415 0
70
1225 0
5
160
120
40
20
0 1405
20 2585
5
85
1180 60 13
40
2720 65
70
1551295
1425 0
60
1155 80
2990 140
490
9301135
1855 215
160
875
100 135
440
1020 65 14
10
60
1035
440
595
305
280 1535
10 2555
415 15
850
2390220
195 835
190 0 30 0
1540
0
0 0 0
2715
102516
90
180
1510 0
0 0
110 15
895
213060 50 810
40 5 15 70
1235
360 10 0 5
2395
860
1535
35
1215 15
285 375
55 5
965
196525 30 555
10 10 5 405
1000
895 32
0
15 245
2125
885
1240
10
750 580
480 1475
1475 290
440
580890
585 135
310
465
115 15
140
490 35 23
5
10
565
480
85
60
15 280
10 770
1900 100
290
11001215
685 40
75 805
335 150
810
970 10 54
5
0
440
215
125
90
40
35 995
15 1965
80 5
220
41035 45 215
30 0 5 0
1900
0 0
00
70
1295
470
245
225
40
185
0
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 1\Alt #1 AM Peak Hour Volumes.xlsAlt #1 AM Rounded Total Trips 2/3/2009
Alternative #1 PM Peak Hour Volumes
170
280
90 2985
205
350
1705 50 10
60
105
175
65
20 1280
2795 60
280
6301610
1185 15
40
1410 16
0
100
0 2740
85
15
1510 0 12
20
0
0
0
0 1230
2725 75
160
1751430
1295 0
0
1425 5
0
230
90 2725
0
0
1430 20 12
75
40
190
100
0 1295
2735 0
0
0
1360
1375 0
20
1340 0
0
175
50
125
0
0 1480
125 2910
0
0
1430 0 14
80
2835 0
0
0
1355
1480 0
50
1305 0
30
165
60
105
60
0 1380
45 2740
5
130
1360 30 13
20
2920 100
105
2351440
1480 0
30
1310 10
0
2990 120
700
15101705
1285 435
295
1235 17
5 145
810
1420 11
0
965
175
1540
840
700
200
460 1250
40 2670
425 30
1540
2580165
260 1510
150 0 15 0
1040
0
0 0 0
2915
166012
55
230
1025 0
0 0
145 25
1455
247085 60 1420
70 5 10 10
1015
65
45 0 40
2585
1535
1050
35
965 85
50 150
55 5
1015
221530 25 710
10 15 5 300
1200
580 72
5
15 450
2460
1445
1015
5
745 1190
265 1770
1790 160
185
560590
1200 20
50 300
240 5
375
350 5 55
0
30
715
75
640
490
105 585
45 935
2100 285
740
1010700
1400 30
30 570
100 425
270
1020 5 10
55
0
140
180
65
115
60
30 1200
25 2220
130 15
185
47585 45 170
60 0 25 0
2900
0 0
00
15
1360
525
230
295
30
265
0
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 1\Alt #1 PM Peak Hour Volumes.xlsAlt #1 PM Rounded Total Trips 2/3/2009
Alternative #2 AM Peak Hour Volumes
0
1340
470
245
225
40
185
0
0
1900
0 0
00
80 5
220
41035 45 215
30 0 5
0
440
215
125
90
40
35 995
15 1965
150
810
970 10 54
5
1900 100
290
11001215
685 40
75 805
335
10
565
480
85
60
15 280
10 770
15
140
490 35 23
5
1475 290
440
580890
585 135
310
465
115
245
2125
885
1240
10
750 580
480 1475
405
1000
895 32
0
15
55 5
965
196525 30 555
10 10 5
5
2395
860
1535
35
1215 15
285 375
70
1235
360 10 0
110 15
895
213060 50 810
40 5 15
0
2715
102516
90
180
1510 0
0 0
0
1540
0
0 0
415 15
850
2390220
195 835
190 0 30
60
1035
440
595
305
280 1535
10 2555
135
440
1020 65 14
10
2990 140
490
9301135
1855 215
160
875
100
2745 35
40
95
1340
1405 0
275
1015 50 5
55
1100 20
0
1300
5
625
475
150
70
0 1505
80 2605
2730 0
0
0
1340
1390 0
0
1340 0 0
0
1340 0 13
90
00
0
0
0
0 1390
0 2730
2595 0
0
0
1090
1505 0
0
1090 0 0
0
1090 0 15
05
0
0
0
0 1505
00
0 2595
2600 15
30
2101095
1505 0
0
1025 70 15
180
1040 0 14
90
0
0
0
0 1600
110
0
0 2640
2745 105
350
570970
1775 30
85 835 50 215
220
1135 13
5
1580
250
200
90
25 1860
145
450
85 2995
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 2\Alt #2 AM Peak Hour Volumes.xlsAlt #2 AM Rounded Total Trips 2/3/2009
Alternative #2 PM Peak Hour Volumes
0
1410
525
230
295
30
265
0
0
2900
0 0
00
130 15
185
47585 45 170
60 0 25
0
140
180
65
115
60
30 1200
25 2220
425
270
1020 5 10
55
2100 285
740
1010700
1400 30
30 570
100
30
715
75
640
490
105 585
45 935
5
375
350 5 55
0
1790 160
185
560590
1200 20
50 300
240
450
2460
1445
1015
5
745 1190
265 1770
300
1200
580 72
5
15
55 5
1015
221530 25 710
10 15 5
40
2585
1535
1050
35
965 85
50 150
10
1015
65
45 0
145 25
1455
247085 60 1420
70 5 10
0
2915
166012
55
230
1025 0
0 0
0
1040
0
0 0
425 30
1540
2580165
260 1510
150 0 15
175
1540
840
700
200
460 1250
40 2670
145
810
1420 11
0
965
2990 120
700
15101705
1285 435
295
1235 17
5
2925 70
75
1751410
1515 0
105
1235 70 5
100
1430 55 12
15
30
580
160
420
230
0 1300
190 2730
2930 0
0
0
1410
1520 0
0
1410 0 0
0
1410 0 15
20
00
0
0
0
0 1520
0 2930
2725 0
0
0
1430
1295 0
0
1430 0 0
0
1430 0 12
95
0
0
0
0 1295
00
0 2725
2725 75
160
1751430
1295 0
0
1425 5 85
15
1510 0 12
20
0
0
0
0 1230
100
0 2740
2795 60
280
6301610
1185 15
40
1410 16
0 205
350
1705 50 10
60
105
175
65
20 1280
170
280
90 2985
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 2\Alt #2 PM Peak Hour Volumes.xlsAlt #2 PM Rounded Total Trips 2/3/2009
Alternative #3 AM Peak Hour Volumes
145
450
85 2995
215
220
1135 13
5
1580
250
200
90
25 1860
2745 105
350
570970
1775 30
85 835 50
110
0
0 2640
15
180
1040 0 14
90
0
0
0
0 1600
2600 15
30
2101095
1505 0
0
1025 70
0
240
15 2595
0
0
1090 11
0
1395
210
30
15
0 1505
2585 0
0
0
1175
1410 0
100
1075 0
00
0
0
0
0 1385
0 2720
0
0
1335 0 13
85
2720 0
0
0
1335
1385 0
0
1335 0
5
385
260
125
55
0 1405
70 2595
5
55
1190 95 13
05
2725 35
40
95
1330
1395 0
165
1115 50
2990 140
490
9301135
1855 215
160
875
100 135
440
1020 65 14
10
60
1035
440
595
305
280 1535
10 2555
415 15
850
2390220
195 835
190 0 30 0
1540
0
0 0 0
2715
102516
90
180
1510 0
0 0
110 15
895
213060 50 810
40 5 15 70
1235
360 10 0 5
2395
860
1535
35
1215 15
285 375
55 5
965
196525 30 555
10 10 5 405
1000
895 32
0
15 245
2125
885
1240
10
750 580
480 1475
1475 290
440
580890
585 135
310
465
115 15
140
490 35 23
5
10
565
480
85
60
15 280
10 770
1900 100
290
11001215
685 40
75 805
335 150
810
970 10 54
5
0
440
215
125
90
40
35 995
15 1965
80 5
220
41035 45 215
30 0 5 0
1900
0 0
00
0
1335
470
245
225
40
185
0
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 3\Alt #3 AM Peak Hour Volumes.xlsAlt #3 AM Rounded Total Trips 2/3/2009
Alternative #3 PM Peak Hour Volumes
170
280
90 2985
205
350
1705 50 10
60
105
175
65
20 1280
2795 60
280
6301610
1185 15
40
1410 16
0
100
0 2740
85
15
1510 0 12
20
0
0
0
0 1230
2725 75
160
1751430
1295 0
0
1425 5
0
230
90 2725
0
0
1430 20 12
75
40
190
100
0 1295
2735 0
0
0
1360
1375 0
20
1340 0
00
0
0
0
0 1510
0 2910
0
0
1400 0 15
10
2910 0
0
0
1400
1510 0
0
1400 0
30
350
120
230
125
0 1380
105 2735
5
100
1355 35 13
15
2910 70
75
1751400
1510 0
85
1245 70
2990 120
700
15101705
1285 435
295
1235 17
5 145
810
1420 11
0
965
175
1540
840
700
200
460 1250
40 2670
425 30
1540
2580165
260 1510
150 0 15 0
1040
0
0 0 0
2915
166012
55
230
1025 0
0 0
145 25
1455
247085 60 1420
70 5 10 10
1015
65
45 0 40
2585
1535
1050
35
965 85
50 150
55 5
1015
221530 25 710
10 15 5 300
1200
580 72
5
15 450
2460
1445
1015
5
745 1190
265 1770
1790 160
185
560590
1200 20
50 300
240 5
375
350 5 55
0
30
715
75
640
490
105 585
45 935
2100 285
740
1010700
1400 30
30 570
100 425
270
1020 5 10
55
0
140
180
65
115
60
30 1200
25 2220
130 15
185
47585 45 170
60 0 25 0
2900
0 0
00
0
1400
525
230
295
30
265
0
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 3\Alt #3 PM Peak Hour Volumes.xlsAlt #3 PM Rounded Total Trips 2/3/2009
Alternative #4 AM Peak Hour Volumes
5
440
225
215
0
190 10
25 45
10
195
35
5 0
0 0
230
4250 0 220
0 0 0
495
245
250
40
210
0
0
2150
0 0
00
80 5
220
43535 45 215
30 0 5
0
440
215
125
90
40
35 995
15 1965
150
810
970 10 54
5
1900 100
290
11001215
685 40
75 805
335
10
565
480
85
60
15 280
10 770
15
140
490 35 23
5
1475 290
440
580890
585 135
310
465
115
245
2125
885
1240
10
750 580
480 1475
405
1000
895 32
0
15
55 5
965
196525 30 555
10 10 5
5
2395
860
1535
35
1215 15
285 375
70
1235
360 10 0
110 15
895
213060 50 810
40 5 15
0
2715
102516
90
180
1510 0
0 0
0
1540
0
0 0
415 15
850
2390220
195 835
190 0 30
60
1035
440
595
305
280 1535
10 2555
135
440
1020 65 14
10
2990 140
490
9301135
1855 215
160
875
100
2710 35
40
95
1305
1405 0
240
1015 50 5
55
1100 20
0
1300
5
590
440
150
70
0 1505
80 2605
2695 0
0
0
1310
1385 0
0
1310 0 0
0
1310 0 13
85
00
0
0
0
0 1385
0 2695
2595 0
0
0
1090
1505 0
0
1090 0 0
0
1090 0 15
05
0
0
0
0 1505
00
0 2595
2600 15
30
2101095
1505 0
0
1025 70 15
180
1040 0 14
90
0
0
0
0 1600
110
0
0 2640
2745 105
350
570970
1775 30
85 835 50 215
220
1135 13
5
1580
250
200
90
25 1860
145
450
85 2995
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear DrCourt St Rd Court St Rd
Site
Acc
ess
on
Cou
rt S
t Rd
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 4\Alt #4 AM Peak Hour Volumes.xlsAlt #4 AM Rounded Total Trips 2/3/2009
Alternative #4 PM Peak Hour Volumes
15
500
205
295
0
290 35
5 45
5
305
10
20 0
0 0
190
4950 0 185
0 0 0
170
280
90 2985
205
350
1705 50 10
60
105
175
65
20 1280
2795 60
280
6301610
1185 15
40
1410 16
0
100
0 2740
85
15
1510 0 12
20
0
0
0
0 1230
2725 75
160
1751430
1295 0
0
1425 5
00
0 2725
0
0
1430 0 12
95
0
0
0
0 1295
2725 0
0
0
1430
1295 0
0
1430 0
00
0
0
0
0 1485
0 2885
0
0
1400 0 14
85
2885 0
0
0
1400
1485 0
0
1400 0
30
540
155
385
195
0 1300
190 2730
5
100
1430 55 12
15
2885 70
75
1751405
1480 0
100
1235 70
2990 120
700
15101705
1285 435
295
1235 17
5 145
810
1420 11
0
965
175
1540
840
700
200
460 1250
40 2670
425 30
1540
2580165
260 1510
150 0 15 0
1040
0
0 0 0
2915
166012
55
230
1025 0
0 0
145 25
1455
247085 60 1420
70 5 10 10
1015
65
45 0 40
2585
1535
1050
35
965 85
50 150
55 5
1015
221530 25 710
10 15 5 300
1200
580 72
5
15 450
2460
1445
1015
5
745 1190
265 1770
1790 160
185
560590
1200 20
50 300
240 5
375
350 5 55
0
30
715
75
640
490
105 585
45 935
2100 285
740
1010700
1400 30
30 570
100 425
270
1020 5 10
55
0
140
180
65
115
60
30 1200
25 2220
130 15
205
50085 45 190
60 0 25 0
2950
0 0
00
550
250
300
30
270
0
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear DrCourt St Rd Court St Rd
Site
Acc
ess
on
Cou
rt S
t Rd
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 4\Alt #4 PM Peak Hour Volumes.xlsAlt #4 PM Rounded Total Trips 2/3/2009
Alternative #5 AM Peak Hour Volumes
470
245
225
40
185
0
0
1900
0 0
00
80 5
220
41035 45 215
30 0 5
0
440
215
125
90
40
35 995
15 1965
150
810
970 10 54
5
1900 100
290
11001215
685 40
75 805
335
10
545
480
65
40
15 260
10 585
15
140
325 35 21
5
1270 290
440
580725
545 135
310
300
115
245
1910
840
1070
10
750 535
310 1260
405
1000
725 27
5
15
55 5
965
196525 30 555
10 10 5
5
2185
815
1370
35
1050 15
285 375
70
1070
360 10 0
110 15
850
192060 50 765
40 5 15
0
2505
98515
20
180
1340 0
0 0
0
1370
0
0 0
415 15
810
2180220
195 795
190 0 30
60
1035
440
595
305
280 1535
10 2555
135
440
1020 65 14
10
2990 140
490
9301135
1855 215
160
875
100
2580 35
40
95
1320
1260 0
275
995 50 5
55
1065 60 11
65
5
460
335
125
60
0 1230
65 2295
2565 0
0
0
1320
1245 0
0
1320 0 0
0
1320 0 12
45
00
0
0
0
0 1245
0 2565
2280 0
0
0
1050
1230 0
0
1050 0 0
0
1050 0 12
30
0
0
0
0 1230
00
0 2280
2290 40
80
4251055
1235 0
5
980 70 40
345
1040 14
5
1180
150
35
15
0 1600
275
185
20 2640
2745 105
350
570970
1775 30
85 835 50 215
220
1135 13
5
1580
250
200
90
25 1860
145
450
85 2995
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
New Project Site Access
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 5\Alt #5 AM Peak Hour Volumes.xlsAlt #5 AM Rounded Total Trips 2/3/2009
Alternative #5 PM Peak Hour Volumes
525
230
295
30
265
0
0
2900
0 0
00
130 15
185
47585 45 170
60 0 25
0
140
180
65
115
60
30 1200
25 2220
425
270
1020 5 10
55
2100 285
740
1010700
1400 30
30 570
100
30
540
75
465
315
105 420
45 745
5
375
325 5 38
5
1425 160
185
560565
860 20
50 275
240
450
2095
1105
990
5
745 850
240 1405
300
1200
555 38
5
15
55 5
1015
221530 25 710
10 15 5
40
2220
1195
1025
35
940 85
50 150
10
990
65
45 0
145 25
1115
210585 60 1080
70 5 10
0
2550
132012
30
230
1000 0
0 0
0
1015
0
0 0
425 30
1200
2215165
260 1170
150 0 15
175
1540
840
700
200
460 1250
40 2670
145
810
1420 11
0
965
2990 120
700
15101705
1285 435
295
1235 17
5
2880 70
75
1751230
1650 0
105
1055 70 5
100
1135 30 14
20
30
370
135
235
160
0 1480
75 2615
2885 0
0
0
1230
1655 0
0
1230 0 0
0
1230 0 16
55
00
0
0
0
0 1655
0 2885
2615 0
0
0
1140
1475 0
0
1140 0 0
0
1140 0 14
75
0
0
0
0 1475
00
0 2615
2625 240
505
5501135
1490 0
15
1115 5 265
45
1510 45 11
65
60
215
85
0 1250
40
275
130 2760
2795 60
280
6301610
1185 15
40
1410 16
0 205
350
1705 50 10
60
105
175
65
20 1280
170
280
90 2985
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
New Project Site Access
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 5\Alt #5 PM Peak Hour Volumes.xlsAlt #5 PM Rounded Total Trips 2/3/2009
Alternative #1 AM Peak Hour Entering Traffic Distribution
7% 15%
0%
0%
0%
0%0% 0%
0%
0%
0%
0% 0%
0%
0%
0%
0% 0%
25%
0%
25%
25%
0%
0%
25% 0%
25%
28%
28%
0% 0%
20%
0%
20% 0%
43%
5%
5%
43% 0% 5%
23%
20%
37%
10%
27% 0%
27% 43%
15%
0%
43%
0%
25%
25%0% 0% 10%
51%
10%
41% 27% 0%
14% 14%
27%
14%
0%
10%
37%0% 0% 10%
51%
10%41
% 41% 0%
0%
41%
0%
0%
10%
51%0% 0% 10%
5%
0%
5%
5%
25%
25%
0%
0%
25%
33% 3%
3%
3%
0%
33%
34%
0%
0%
15%
19%
6% 10%
0%
10% 6% 19
%
11%
11%
0% 24%
34%
34%
0%
0%
15%
19%
15%
0%
15% 19
%
0%
0%
0% 19%
34%
34%
0%
0%
10%
24%
10%
0%
0%
11%
24%
20%
0% 35%20%
35%
35%
0%
0%
0%
35%
0%
0%
35%
0%
0% 35%0%
35%
35% 2%
2%
2%
0%
35%
0%
0%
33%
0%
0% 33%0%
33%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 1\Alt #1 AM Peak Hour Volumes.xlsAlt #1 AM Enter Trip Distrib 2/3/2009
Alternative #1 AM Peak Hour Exiting Traffic Distribution
0%
33%
2%
33%
0%
0% 0%
35%
0%
2%
35% 0%
33% 2%
0%
35%
0%
35%
0%
0% 0%
35%
0%
0%
35% 0%
35%
17%
8% 35%
0%
35%
0%
17%
9%
0%
36%
0%
0%
27% 9%
27%
6%
0%
6% 22%
6% 38%
0%
15% 22
%
32%
0%
0%
10%
22%
10%
24%
0%
24%
13%
9%
11% 36%
0%
27% 9%
38%
0%
0%
15%
22%
15%
33%
0%
3%
33% 0%
5% 26% 3%
3%
26%5%
5%
0% 0%
26%
0%
34%
46%0% 0% 34%
12%
0%46%
34%12
% 12% 0%
0%
0%
34%
46%0% 0% 34%
12%
0%46%
34%
12% 12% 0%
0%
0%
0%
25%0% 0%
25%
0%
34%
13%
46%
34%
12% 12% 47%
47%
47%
0%
5%
0%
47%
5%
0%
17%
36%
0%
36%
31%
5% 17%
17%
25%
0%
0%
0%
25%
0%
0%
25%
0%
0%
0%
0% 25%
25%
0%
0%
0%
0% 0%
0%0% 0%
0% 10%
0%
0%
0%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 1\Alt #1 AM Peak Hour Volumes.xlsAlt #1 AM Exit Trip Distrib 3/2/2009
Alternative #1 AM Peak Hour Volumes
145
450
85 2995
215
220
1135 13
5
1580
250
200
90
25 1860
2745 105
350
570970
1775 30
85 835 50
110
0
0 2640
15
180
1040 0 14
90
0
0
0
0 1600
2600 15
30
2101095
1505 0
0
1025 70
0
240
15 2595
0
0
1090 11
0
1395
210
30
15
0 1505
2585 0
0
0
1175
1410 0
100
1075 0
0
155
70
85
0
0 1415
85 2725
0
0
1310 0 14
15
2710 0
0
0
1295
1415 0
70
1225 0
5
160
120
40
20
0 1405
20 2585
5
85
1180 60 13
40
2720 65
70
1551295
1425 0
60
1155 80
2990 140
490
9301135
1855 215
160
875
100 135
440
1020 65 14
10
60
1035
440
595
305
280 1535
10 2555
415 15
850
2390220
195 835
190 0 30 0
1540
0
0 0 0
2715
102516
90
180
1510 0
0 0
110 15
895
213060 50 810
40 5 15 70
1235
360 10 0 5
2395
860
1535
35
1215 15
285 375
55 5
965
196525 30 555
10 10 5 405
1000
895 32
0
15 245
2125
885
1240
10
750 580
480 1475
1475 290
440
580890
585 135
310
465
115 15
140
490 35 23
5
10
565
480
85
60
15 280
10 770
1900 100
290
11001215
685 40
75 805
335 150
810
970 10 54
5
0
440
215
125
90
40
35 995
15 1965
80 5
220
41035 45 215
30 0 5 0
1900
0 0
00
70
1295
470
245
225
40
185
0
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 1\Alt #1 AM Peak Hour Volumes.xlsAlt #1 AM Rounded Total Trips 2/3/2009
Alternative #1 PM Peak Hour Entering Traffic Distribution
6% 20%
0%
0%
0%
0%0% 0%
0%
0%
0%
0% 0%
0%
0%
0%
0% 0%
25%
0%
25%
25%
0%
0%
25% 0%
25%
23%
23%
0% 0%
19%
0%
19% 0%
37%
5%
5%
37% 0% 5%
18%
19%
35%
12%
24% 0%
24% 37%
13%
0%
37%
0%
25%
25%0% 0% 12%
47%
12%
35% 24% 0%
11% 11%
24%
11%
0%
12%
35%0% 0% 12%
47%
12%35
% 35% 0%
0%
35%
0%
0%
12%
47%0% 0% 12%
5%
0%
5%
5%
25%
25%
0%
0%
25%
33% 3%
3%
3%
0%
33%
34%
0%
0%
20%
14%
12% 8%
0%
8%
12%
14%
24%
24%
0% 26%
34%
34%
0%
0%
20%
14%
20%
0%
20% 14
%
0%
0%
0% 14%
34%
34%
0%
0%
8%
26%
8%
0%
0%
9% 26%
17%
0% 35%17%
35%
35%
0%
0%
0%
35%
0%
0%
35%
0%
0% 35%0%
35%
35% 2%
2%
2%
0%
35%
0%
0%
33%
0%
0% 33%0%
33%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 1\Alt #1 PM Peak Hour Volumes.xlsAlt #1 PM Enter Trip Distrib 2/3/2009
Alternative #1 PM Peak Hour Exiting Traffic Distribution
0% 14%
0%
0%
0%
0%0% 0%
0%
0%
0%
0% 0%
0%
0%
0%
0% 25%
25%
0%
0%
25%
25%
0%
0%
0%
25%
41%
0%
41%
36%
5% 22%
22%
5%
0%
22%
58%
0%
5%
0%
58%
16%
51%
42%
9% 9% 58%
58%
25%
0%
42%
0%
0%
25%0% 0%
51%
42%
9% 9% 0%
0%
9%
0%
0%
42%
51%0% 0% 42%
51%
42%9% 9% 0%
0%
9%
0%
0%
42%
51%0% 0% 42%
6%
6%
0% 0%
23%
3%
23%
32%
0%
3%
32% 0%
6% 23% 3%
37%
0%
0%
21%
16%
21%
0%
26% 10
%
11%
0%
11%
6%
10%
5% 36%
30%
0%
0%
14%
16%
14%
0%
21% 16
%
7%
0%
7% 16%
7% 37%
36%
0%
0%
26%
10%
26%
0%
35%
0%
20%
10%
0%20%
9% 35%
35%
0%
0%
35% 0%
35%
0%
35%
0%
0% 0%0%
35%
35%
0%
3%
35% 0%
32% 3%
3%
32%
0%
0% 0%0%
32%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 1\Alt #1 PM Peak Hour Volumes.xlsAlt #1 PM Exit Trip Distrib 3/2/2009
Alternative #1 PM Peak Hour Volumes
170
280
90 2985
205
350
1705 50 10
60
105
175
65
20 1280
2795 60
280
6301610
1185 15
40
1410 16
0
100
0 2740
85
15
1510 0 12
20
0
0
0
0 1230
2725 75
160
1751430
1295 0
0
1425 5
0
230
90 2725
0
0
1430 20 12
75
40
190
100
0 1295
2735 0
0
0
1360
1375 0
20
1340 0
0
175
50
125
0
0 1480
125 2910
0
0
1430 0 14
80
2835 0
0
0
1355
1480 0
50
1305 0
30
165
60
105
60
0 1380
45 2740
5
130
1360 30 13
20
2920 100
105
2351440
1480 0
30
1310 10
0
2990 120
700
15101705
1285 435
295
1235 17
5 145
810
1420 11
0
965
175
1540
840
700
200
460 1250
40 2670
425 30
1540
2580165
260 1510
150 0 15 0
1040
0
0 0 0
2915
166012
55
230
1025 0
0 0
145 25
1455
247085 60 1420
70 5 10 10
1015
65
45 0 40
2585
1535
1050
35
965 85
50 150
55 5
1015
221530 25 710
10 15 5 300
1200
580 72
5
15 450
2460
1445
1015
5
745 1190
265 1770
1790 160
185
560590
1200 20
50 300
240 5
375
350 5 55
0
30
715
75
640
490
105 585
45 935
2100 285
740
1010700
1400 30
30 570
100 425
270
1020 5 10
55
0
140
180
65
115
60
30 1200
25 2220
130 15
185
47585 45 170
60 0 25 0
2900
0 0
00
15
1360
525
230
295
30
265
0
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 1\Alt #1 PM Peak Hour Volumes.xlsAlt #1 PM Rounded Total Trips 2/3/2009
Alternative #2 AM Peak Hour Entering Traffic Distribution
0%
33%
0%
0%
33%
0%
0% 33%
35% 2%
2%
2%
0%
35%
0%
35%
0%
0%
35%
0%
0% 35%
35%
0%
0%
0%
35%
0%
35%
0%
0%
35%
0%
0% 35%
35%
0%
0%
0%
35%
0%
0%
0% 16%
36%
0%
20% 16
%
36%
0%
0%
20%
16%
20%
39%
39%
0% 35%
35%
0%
0%
19%
16%
36%
0%
0%
20%
16%
20%
33% 3%
3%
3%
0%
33%
0%
0%
25%
5%
0%
5%
5%
25%
25%
0%
10%
51%0% 0% 10%
41%
0%51%
10%41
% 41% 0%
0%
0%
10%
37%0% 0% 10%
27%
14%51%
10%
41% 27% 0%
14% 14%
0%
25%
25%0% 0% 10%
15%
0%
43%37%
10%
27% 0%
27% 43%
43%
5%
5%
43% 0% 5%
23%
20%
0%
20% 0%
28%
28%
0% 0%
20%
25%
0%
0%
25% 0%
25%
0%
25%
0%
0%
0%
0% 0%
25%
0%
0%
0%
0% 0%
0%0% 0%
20%
0%
0%
0%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 2\Alt #2 AM Peak Hour Volumes.xlsAlt #2 AM Enter Trip Distrib 2/3/2009
Alternative #2 AM Peak Hour Exiting Traffic Distribution
0%
33%
2%
33%
0%
0% 0%
35%
0%
2%
35% 0%
33% 2%
0%
35%
0%
35%
0%
0% 0%
35%
0%
0%
35% 0%
35%
0%
35%
0%
35%
0%
0% 0%
35%
0%
0%
35% 0%
35%
0%
0%
0% 25%
38%
0%
13% 25
%
38%
0%
0%
13%
25%
13%
48%
0%
48%
25%
0%
22% 35%
0%
35%
38%
0%
0%
13%
25%
13%
33%
0%
3%
33% 0%
5% 26% 3%
3%
26%5%
5%
0% 0%
26%
0%
34%
46%0% 0% 34%
12%
0%46%
34%12
% 12% 0%
0%
0%
34%
46%0% 0% 34%
12%
0%46%
34%
12% 12% 0%
0%
0%
0%
25%0% 0%
25%
0%
34%
13%
46%
34%
12% 12% 47%
47%
47%
0%
5%
0%
47%
5%
0%
17%
36%
0%
36%
31%
5% 17%
17%
25%
0%
0%
0%
25%
0%
0%
25%
0%
0%
0%
0% 25%
25%
0%
0%
0%
0% 0%
0%0% 0%
13%
0%
0%
0%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 2\Alt #2 AM Peak Hour Volumes.xlsAlt #2 AM Exit Trip Distrib 3/2/2009
Alternative #2 AM Peak Hour Volumes
0
1340
470
245
225
40
185
0
0
1900
0 0
00
80 5
220
41035 45 215
30 0 5
0
440
215
125
90
40
35 995
15 1965
150
810
970 10 54
5
1900 100
290
11001215
685 40
75 805
335
10
565
480
85
60
15 280
10 770
15
140
490 35 23
5
1475 290
440
580890
585 135
310
465
115
245
2125
885
1240
10
750 580
480 1475
405
1000
895 32
0
15
55 5
965
196525 30 555
10 10 5
5
2395
860
1535
35
1215 15
285 375
70
1235
360 10 0
110 15
895
213060 50 810
40 5 15
0
2715
102516
90
180
1510 0
0 0
0
1540
0
0 0
415 15
850
2390220
195 835
190 0 30
60
1035
440
595
305
280 1535
10 2555
135
440
1020 65 14
10
2990 140
490
9301135
1855 215
160
875
100
2745 35
40
95
1340
1405 0
275
1015 50 5
55
1100 20
0
1300
5
625
475
150
70
0 1505
80 2605
2730 0
0
0
1340
1390 0
0
1340 0 0
0
1340 0 13
90
00
0
0
0
0 1390
0 2730
2595 0
0
0
1090
1505 0
0
1090 0 0
0
1090 0 15
05
0
0
0
0 1505
00
0 2595
2600 15
30
2101095
1505 0
0
1025 70 15
180
1040 0 14
90
0
0
0
0 1600
110
0
0 2640
2745 105
350
570970
1775 30
85 835 50 215
220
1135 13
5
1580
250
200
90
25 1860
145
450
85 2995
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 2\Alt #2 AM Peak Hour Volumes.xlsAlt #2 AM Rounded Total Trips 2/3/2009
Alternative #2 PM Peak Hour Entering Traffic Distribution
0%
33%
0%
0%
33%
0%
0% 33%
35% 2%
2%
2%
0%
35%
0%
35%
0%
0%
35%
0%
0% 35%
35%
0%
0%
0%
35%
0%
35%
0%
0%
35%
0%
0% 35%
35%
0%
0%
0%
35%
0%
0%
0% 11%
34%
0%
23% 11
%
34%
0%
0%
23%
11%
23%
47%
47%
0% 35%
35%
0%
0%
24%
11%
34%
0%
0%
23%
11%
23%
33% 3%
3%
3%
0%
33%
0%
0%
25%
5%
0%
5%
5%
25%
25%
0%
12%
47%0% 0% 12%
35%
0%47%
12%35
% 35% 0%
0%
0%
12%
35%0% 0% 12%
24%
11%47%
12%
35% 24% 0%
11% 11%
0%
25%
25%0% 0% 12%
13%
0%
37%35%
12%
24% 0%
24% 37%
37%
5%
5%
37% 0% 5%
18%
19%
0%
19% 0%
23%
23%
0% 0%
19%
25%
0%
0%
25% 0%
25%
0%
25%
0%
0%
0%
0% 0%
25%
0%
0%
0%
0% 0%
0%0% 0%
23%
0%
0%
0%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 2\Alt #2 PM Peak Hour Volumes.xlsAlt #2 PM Enter Trip Distrib 2/3/2009
Alternative #2 PM Peak Hour Exiting Traffic Distribution
18%
0%
0%
0%
0%0% 0%
0%
0%
0%
0% 0%
0%
0%
0%
0% 25%
25%
0%
0%
25%
25%
0%
0%
0%
25%
41%
0%
41%
36%
5% 22%
22%
5%
0%
22%
58%
0%
5%
0%
58%
16%
51%
42%
9% 9% 58%
58%
25%
0%
42%
0%
0%
25%0% 0%
51%
42%
9% 9% 0%
0%
9%
0%
0%
42%
51%0% 0% 42%
51%
42%9% 9% 0%
0%
9%
0%
0%
42%
51%0% 0% 42%
6%
6%
0% 0%
23%
3%
23%
32%
0%
3%
32% 0%
6% 23% 3%
39%
0%
0%
18%
21%
18%
0%
35%37%
0%
37%
21%
0%
17% 35%
39%
0%
0%
18%
21%
18%
0%
18% 21
%
0%
0%
0% 21%
39%
35%
0%
0%
35% 0%
35%
0%
35%
0%
0% 0%0%
35%
35%
0%
0%
35% 0%
35%
0%
35%
0%
0% 0%0%
35%
35%
0%
3%
35% 0%
32% 3%
3%
32%
0%
0% 0%0%
32%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 2\Alt #2 PM Peak Hour Volumes.xlsAlt #2 PM Exit Trip Distrib 3/2/2009
Alternative #2 PM Peak Hour Volumes
0
1410
525
230
295
30
265
0
0
2900
0 0
00
130 15
185
47585 45 170
60 0 25
0
140
180
65
115
60
30 1200
25 2220
425
270
1020 5 10
55
2100 285
740
1010700
1400 30
30 570
100
30
715
75
640
490
105 585
45 935
5
375
350 5 55
0
1790 160
185
560590
1200 20
50 300
240
450
2460
1445
1015
5
745 1190
265 1770
300
1200
580 72
5
15
55 5
1015
221530 25 710
10 15 5
40
2585
1535
1050
35
965 85
50 150
10
1015
65
45 0
145 25
1455
247085 60 1420
70 5 10
0
2915
166012
55
230
1025 0
0 0
0
1040
0
0 0
425 30
1540
2580165
260 1510
150 0 15
175
1540
840
700
200
460 1250
40 2670
145
810
1420 11
0
965
2990 120
700
15101705
1285 435
295
1235 17
5
2925 70
75
1751410
1515 0
105
1235 70 5
100
1430 55 12
15
30
580
160
420
230
0 1300
190 2730
2930 0
0
0
1410
1520 0
0
1410 0 0
0
1410 0 15
20
00
0
0
0
0 1520
0 2930
2725 0
0
0
1430
1295 0
0
1430 0 0
0
1430 0 12
95
0
0
0
0 1295
00
0 2725
2725 75
160
1751430
1295 0
0
1425 5 85
15
1510 0 12
20
0
0
0
0 1230
100
0 2740
2795 60
280
6301610
1185 15
40
1410 16
0 205
350
1705 50 10
60
105
175
65
20 1280
170
280
90 2985
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 2\Alt #2 PM Peak Hour Volumes.xlsAlt #2 PM Rounded Total Trips 2/3/2009
Alternative #3 AM Peak Hour Entering Traffic Distribution
19%
0%
0%
0%
0%0% 0%
0%
0%
0%
0% 0%
0%
0%
0%
0% 0%
25%
0%
25%
25%
0%
0%
25% 0%
25%
28%
28%
0% 0%
20%
0%
20% 0%
43%
5%
5%
43% 0% 5%
23%
20%
37%
10%
27% 0%
27% 43%
15%
0%
43%
0%
25%
25%0% 0% 10%
51%
10%
41% 27% 0%
14% 14%
27%
14%
0%
10%
37%0% 0% 10%
51%
10%41
% 41% 0%
0%
41%
0%
0%
10%
51%0% 0% 10%
5%
0%
5%
5%
25%
25%
0%
0%
25%
33% 3%
3%
3%
0%
33%
34%
0%
0%
19%
15%
9% 10%
0%
10% 9% 15
%
18%
18%
0% 24%
34%
34%
0%
0%
19%
15%
19%
0%
19% 15
%
0%
0%
0% 15%
34%
34%
0%
0%
10%
24%
10%
0%
0%
11%
24%
20%
0% 35%20%
35%
35%
0%
0%
0%
35%
0%
0%
35%
0%
0% 35%0%
35%
35% 2%
2%
2%
0%
35%
0%
0%
33%
0%
0% 33%0%
33%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 3\Alt #3 AM Peak Hour Volumes.xlsAlt #3 AM Enter Trip Distrib 2/3/2009
Alternative #3 AM Peak Hour Exiting Traffic Distribution
0% 13%
0%
0%
0%
0%0% 0%
0%
0%
0%
0% 0%
0%
0%
0%
0% 25%
25%
0%
0%
25%
25%
0%
0%
0%
25%
36%
0%
36%
31%
5% 17%
17%
5%
0%
17%
47%
0%
5%
0%
47%
13%
46%
34%
12% 12% 47%
47%
25%
0%
34%
0%
0%
25%0% 0%
46%
34%
12% 12% 0%
0%
12%
0%
0%
34%
46%0% 0% 34%
46%
34%12
% 12% 0%
0%
12%
0%
0%
34%
46%0% 0% 34%
5%
5%
0% 0%
26%
3%
26%
33%
0%
3%
33% 0%
5% 26% 3%
38%
0%
0%
13%
25%
13%
0%
27% 9%
30%
0%
30%
16%
9%
14% 36%
38%
0%
0%
13%
25%
13%
0%
13% 25
%
0%
0%
0% 25%
38%
36%
0%
0%
27% 9%
27%
0%
35%
0%
17%
9%
0%17%
8% 35%
35%
0%
0%
35% 0%
35%
0%
35%
0%
0% 0%0%
35%
35%
0%
2%
35% 0%
33% 2%
2%
33%
0%
0% 0%0%
33%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 3\Alt #3 AM Peak Hour Volumes.xlsAlt #3 AM Exit Trip Distrib 3/2/2009
Alternative #3 AM Peak Hour Volumes
145
450
85 2995
215
220
1135 13
5
1580
250
200
90
25 1860
2745 105
350
570970
1775 30
85 835 50
110
0
0 2640
15
180
1040 0 14
90
0
0
0
0 1600
2600 15
30
2101095
1505 0
0
1025 70
0
240
15 2595
0
0
1090 11
0
1395
210
30
15
0 1505
2585 0
0
0
1175
1410 0
100
1075 0
00
0
0
0
0 1385
0 2720
0
0
1335 0 13
85
2720 0
0
0
1335
1385 0
0
1335 0
5
385
260
125
55
0 1405
70 2595
5
55
1190 95 13
05
2725 35
40
95
1330
1395 0
165
1115 50
2990 140
490
9301135
1855 215
160
875
100 135
440
1020 65 14
10
60
1035
440
595
305
280 1535
10 2555
415 15
850
2390220
195 835
190 0 30 0
1540
0
0 0 0
2715
102516
90
180
1510 0
0 0
110 15
895
213060 50 810
40 5 15 70
1235
360 10 0 5
2395
860
1535
35
1215 15
285 375
55 5
965
196525 30 555
10 10 5 405
1000
895 32
0
15 245
2125
885
1240
10
750 580
480 1475
1475 290
440
580890
585 135
310
465
115 15
140
490 35 23
5
10
565
480
85
60
15 280
10 770
1900 100
290
11001215
685 40
75 805
335 150
810
970 10 54
5
0
440
215
125
90
40
35 995
15 1965
80 5
220
41035 45 215
30 0 5 0
1900
0 0
00
0
1335
470
245
225
40
185
0
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 3\Alt #3 AM Peak Hour Volumes.xlsAlt #3 AM Rounded Total Trips 2/3/2009
Alternative #3 PM Peak Hour Entering Traffic Distribution
23%
0%
0%
0%
0%0% 0%
0%
0%
0%
0% 0%
0%
0%
0%
0% 0%
25%
0%
25%
25%
0%
0%
25% 0%
25%
23%
23%
0% 0%
19%
0%
19% 0%
37%
5%
5%
37% 0% 5%
18%
19%
35%
12%
24% 0%
24% 37%
13%
0%
37%
0%
25%
25%0% 0% 12%
47%
12%
35% 24% 0%
11% 11%
24%
11%
0%
12%
35%0% 0% 12%
47%
12%35
% 35% 0%
0%
35%
0%
0%
12%
47%0% 0% 12%
5%
0%
5%
5%
25%
25%
0%
0%
25%
33% 3%
3%
3%
0%
33%
33%
0%
0%
23%
11%
15% 8%
0%
8%
15%
11%
30%
30%
0% 26%
34%
33%
0%
0%
23%
11%
23%
0%
23% 11
%
0%
0%
0% 11%
33%
34%
0%
0%
8%
26%
8%
0%
0%
9% 26%
17%
0% 35%17%
35%
35%
0%
0%
0%
35%
0%
0%
35%
0%
0% 35%0%
35%
35% 2%
2%
2%
0%
35%
0%
0%
33%
0%
0% 33%0%
33%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 3\Alt #3 PM Peak Hour Volumes.xlsAlt #3 PM Enter Trip Distrib 2/3/2009
Alternative #3 PM Peak Hour Exiting Traffic Distribution
0%
32%
3%
32%
0%
0% 0%
35%
0%
3%
35% 0%
32% 3%
0%
35%
0%
35%
0%
0% 0%
35%
0%
0%
35% 0%
35%
20%
9% 35%
0%
35%
0%
20%
10%
0%
36%
0%
0%
26%
10%
26%
0%
0%
0% 20%
38%
0%
18% 20
%
38%
0%
0%
18%
20%
18%
17%
0%
17%
10%
10%
8% 36%
0%
26% 10
%
38%
0%
0%
18%
20%
18%
32%
0%
3%
32% 0%
6% 23% 3%
3%
23%6%
6%
0% 0%
23%
0%
42%
51%0% 0% 42%
9%
0%51%
42%9% 9% 0%
0%
0%
42%
51%0% 0% 42%
9%
0%51%
42%
9% 9% 0%
0%
0%
0%
25%0% 0%
25%
0%
42%
16%
51%
42%
9% 9% 58%
58%
58%
0%
5%
0%
58%
5%
0%
22%
41%
0%
41%
36%
5% 22%
22%
25%
0%
0%
0%
25%
0%
0%
25%
0%
0%
0%
0% 25%
25%
0%
0%
0%
0% 0%
0%0% 0%
0% 18%
0%
0%
0%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 3\Alt #3 PM Peak Hour Volumes.xlsAlt #3 PM Exit Trip Distrib 3/2/2009
Alternative #3 PM Peak Hour Volumes
170
280
90 2985
205
350
1705 50 10
60
105
175
65
20 1280
2795 60
280
6301610
1185 15
40
1410 16
0
100
0 2740
85
15
1510 0 12
20
0
0
0
0 1230
2725 75
160
1751430
1295 0
0
1425 5
0
230
90 2725
0
0
1430 20 12
75
40
190
100
0 1295
2735 0
0
0
1360
1375 0
20
1340 0
00
0
0
0
0 1510
0 2910
0
0
1400 0 15
10
2910 0
0
0
1400
1510 0
0
1400 0
30
350
120
230
125
0 1380
105 2735
5
100
1355 35 13
15
2910 70
75
1751400
1510 0
85
1245 70
2990 120
700
15101705
1285 435
295
1235 17
5 145
810
1420 11
0
965
175
1540
840
700
200
460 1250
40 2670
425 30
1540
2580165
260 1510
150 0 15 0
1040
0
0 0 0
2915
166012
55
230
1025 0
0 0
145 25
1455
247085 60 1420
70 5 10 10
1015
65
45 0 40
2585
1535
1050
35
965 85
50 150
55 5
1015
221530 25 710
10 15 5 300
1200
580 72
5
15 450
2460
1445
1015
5
745 1190
265 1770
1790 160
185
560590
1200 20
50 300
240 5
375
350 5 55
0
30
715
75
640
490
105 585
45 935
2100 285
740
1010700
1400 30
30 570
100 425
270
1020 5 10
55
0
140
180
65
115
60
30 1200
25 2220
130 15
185
47585 45 170
60 0 25 0
2900
0 0
00
0
1400
525
230
295
30
265
0
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 3\Alt #3 PM Peak Hour Volumes.xlsAlt #3 PM Rounded Total Trips 2/3/2009
Alternative #4 AM Peak Hour Entering Traffic Distribution
0%
33%
0%
0%
33%
0%
0% 33%
35% 2%
2%
2%
0%
35%
0%
35%
0%
0%
35%
0%
0% 35%
35%
0%
0%
0%
35%
0%
35%
0%
0%
35%
0%
0% 35%
35%
0%
0%
0%
35%
0%
0%
0% 16%
32%
0%
16% 16
%
32%
0%
0%
16%
16%
16%
35%
35%
0% 35%
35%
0%
0%
19%
16%
32%
0%
0%
16%
16%
16%
33% 3%
3%
3%
0%
33%
0%
0%
25%
5%
0%
5%
5%
25%
25%
0%
10%
51%0% 0% 10%
41%
0%51%
10%41
% 41% 0%
0%
0%
10%
37%0% 0% 10%
27%
14%51%
10%
41% 27% 0%
14% 14%
0%
25%
25%0% 0% 10%
15%
0%
43%37%
10%
27% 0%
27% 43%
43%
5%
5%
43% 0% 5%
23%
20%
0%
20% 0%
28%
28%
0% 0%
20%
25%
0%
0%
25% 0%
25%
0%
25%
0%
0%
0%
0% 0%
25%
0%
0%
2%
0% 0%
2%0% 0%2%
0%
2% 2%
0%
1%
1%
0% 0%
1%
0%
3%
2%
0%
2% 0%
2% 3%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear DrCourt St RdCourt St Rd
Site
Acc
ess
on
Cou
rt S
t Rd
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 4\Alt #4 AM Peak Hour Volumes.xlsAlt #4 AM Enter Trip Distrib 2/3/2009
Alternative #4 AM Peak Hour Exiting Traffic Distribution
1%
2%
2%
0% 3%
3%
1%
0%
2%
0%
0%
1%
0% 0%
2%
2%
0%
0%0% 0%
0%
2%
2%
0% 0% 2%
0%
0%
0%
0% 25%
25%
0%
0%
25%
25%
0%
0%
0%
25%
36%
0%
36%
31%
5% 17%
17%
5%
0%
17%
47%
0%
5%
0%
47%
13%
46%
34%
12% 12% 47%
47%
25%
0%
34%
0%
0%
25%0% 0%
46%
34%
12% 12% 0%
0%
12%
0%
0%
34%
46%0% 0% 34%
46%
34%12
% 12% 0%
0%
12%
0%
0%
34%
46%0% 0% 34%
5%
5%
0% 0%
26%
3%
26%
33%
0%
3%
33% 0%
5% 26% 3%
36%
0%
0%
13%
23%
13%
0%
35%45%
0%
45%
23%
0%
22% 35%
36%
0%
0%
13%
23%
13%
0%
13% 23
%
0%
0%
0% 23%
36%
35%
0%
0%
35% 0%
35%
0%
35%
0%
0% 0%0%
35%
35%
0%
0%
35% 0%
35%
0%
35%
0%
0% 0%0%
35%
35%
0%
2%
35% 0%
33% 2%
2%
33%
0%
0% 0%0%
33%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
Site
Acc
ess
on
Cou
rt S
t Rd
Court St Rd Court St Rd
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 4\Alt #4 AM Peak Hour Volumes.xlsAlt #4 AM Exit Trip Distrib 3/2/2009
Alternative #4 AM Peak Hour Volumes
5
440
225
215
0
190 10
25 45
10
195
35
5 0
0 0
230
4250 0 220
0 0 0
495
245
250
40
210
0
0
2150
0 0
00
80 5
220
43535 45 215
30 0 5
0
440
215
125
90
40
35 995
15 1965
150
810
970 10 54
5
1900 100
290
11001215
685 40
75 805
335
10
565
480
85
60
15 280
10 770
15
140
490 35 23
5
1475 290
440
580890
585 135
310
465
115
245
2125
885
1240
10
750 580
480 1475
405
1000
895 32
0
15
55 5
965
196525 30 555
10 10 5
5
2395
860
1535
35
1215 15
285 375
70
1235
360 10 0
110 15
895
213060 50 810
40 5 15
0
2715
102516
90
180
1510 0
0 0
0
1540
0
0 0
415 15
850
2390220
195 835
190 0 30
60
1035
440
595
305
280 1535
10 2555
135
440
1020 65 14
10
2990 140
490
9301135
1855 215
160
875
100
2710 35
40
95
1305
1405 0
240
1015 50 5
55
1100 20
0
1300
5
590
440
150
70
0 1505
80 2605
2695 0
0
0
1310
1385 0
0
1310 0 0
0
1310 0 13
85
00
0
0
0
0 1385
0 2695
2595 0
0
0
1090
1505 0
0
1090 0 0
0
1090 0 15
05
0
0
0
0 1505
00
0 2595
2600 15
30
2101095
1505 0
0
1025 70 15
180
1040 0 14
90
0
0
0
0 1600
110
0
0 2640
2745 105
350
570970
1775 30
85 835 50 215
220
1135 13
5
1580
250
200
90
25 1860
145
450
85 2995
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear DrCourt St Rd Court St Rd
Site
Acc
ess
on
Cou
rt S
t Rd
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 4\Alt #4 AM Peak Hour Volumes.xlsAlt #4 AM Rounded Total Trips 2/3/2009
Alternative #4 PM Peak Hour Entering Traffic Distribution
2%
0%
2% 0%
2% 3%
1%
0%
3%
0%
1%
1%
0% 0%
2%
0%
2% 2%
2%0% 0%
0%
0%
2%
0% 0%
0%
0%
0%
0% 0%
25%
0%
25%
25%
0%
0%
25% 0%
25%
23%
23%
0% 0%
19%
0%
19% 0%
37%
5%
5%
37% 0% 5%
18%
19%
35%
12%
24% 0%
24% 37%
13%
0%
37%
0%
25%
25%0% 0% 12%
47%
12%
35% 24% 0%
11% 11%
24%
11%
0%
12%
35%0% 0% 12%
47%
12%35
% 35% 0%
0%
35%
0%
0%
12%
47%0% 0% 12%
5%
0%
5%
5%
25%
25%
0%
0%
25%
33% 3%
3%
3%
0%
33%
31%
0%
0%
20%
11%
20%
0%
0%
24%
11%
44%
44%
0% 35%
35%
31%
0%
0%
20%
11%
20%
0%
20% 11
%
0%
0%
0% 11%
31%
35%
0%
0%
0%
35%
0%
0%
35%
0%
0% 35%0%
35%
35%
0%
0%
0%
35%
0%
0%
35%
0%
0% 35%0%
35%
35% 2%
2%
2%
0%
35%
0%
0%
33%
0%
0% 33%0%
33%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
Site
Acc
ess
on
Cou
rt S
t Rd
Court St Rd Court St Rd
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 4\Alt #4 PM Peak Hour Volumes.xlsAlt #4 PM Enter Trip Distrib 2/3/2009
Alternative #4 PM Peak Hour Exiting Traffic Distribution
1%
2%
2%
0% 3%
3%
1%
0%
2%
0%
0%
1%
0% 0%
0%
32%
3%
32%
0%
0% 0%
35%
0%
3%
35% 0%
32% 3%
0%
35%
0%
35%
0%
0% 0%
35%
0%
0%
35% 0%
35%
0%
35%
0%
35%
0%
0% 0%
35%
0%
0%
35% 0%
35%
0%
0%
0% 17%
36%
0%
18% 17
%
36%
0%
0%
18%
17%
18%
34%
0%
34%
17%
0%
17% 35%
0%
35%
36%
0%
0%
18%
17%
18%
32%
0%
3%
32% 0%
6% 23% 3%
3%
23%6%
6%
0% 0%
23%
0%
42%
51%0% 0% 42%
9%
0%51%
42%9% 9% 0%
0%
0%
42%
51%0% 0% 42%
9%
0%51%
42%
9% 9% 0%
0%
0%
0%
25%0% 0%
25%
0%
42%
16%
51%
42%
9% 9% 58%
58%
58%
0%
5%
0%
58%
5%
0%
22%
41%
0%
41%
36%
5% 22%
22%
25%
0%
0%
0%
25%
0%
0%
25%
0%
0%
0%
0% 25%
25%
0%
2%
2%
0% 0% 2%
0%0% 0%2%
2%
0%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear DrCourt St Rd Court St Rd
Site
Acc
ess
on
Cou
rt S
t Rd
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 4\Alt #4 PM Peak Hour Volumes.xlsAlt #4 PM Exit Trip Distrib 3/2/2009
Alternative #4 PM Peak Hour Volumes
15
500
205
295
0
290 35
5 45
5
305
10
20 0
0 0
190
4950 0 185
0 0 0
170
280
90 2985
205
350
1705 50 10
60
105
175
65
20 1280
2795 60
280
6301610
1185 15
40
1410 16
0
100
0 2740
85
15
1510 0 12
20
0
0
0
0 1230
2725 75
160
1751430
1295 0
0
1425 5
00
0 2725
0
0
1430 0 12
95
0
0
0
0 1295
2725 0
0
0
1430
1295 0
0
1430 0
00
0
0
0
0 1485
0 2885
0
0
1400 0 14
85
2885 0
0
0
1400
1485 0
0
1400 0
30
540
155
385
195
0 1300
190 2730
5
100
1430 55 12
15
2885 70
75
1751405
1480 0
100
1235 70
2990 120
700
15101705
1285 435
295
1235 17
5 145
810
1420 11
0
965
175
1540
840
700
200
460 1250
40 2670
425 30
1540
2580165
260 1510
150 0 15 0
1040
0
0 0 0
2915
166012
55
230
1025 0
0 0
145 25
1455
247085 60 1420
70 5 10 10
1015
65
45 0 40
2585
1535
1050
35
965 85
50 150
55 5
1015
221530 25 710
10 15 5 300
1200
580 72
5
15 450
2460
1445
1015
5
745 1190
265 1770
1790 160
185
560590
1200 20
50 300
240 5
375
350 5 55
0
30
715
75
640
490
105 585
45 935
2100 285
740
1010700
1400 30
30 570
100 425
270
1020 5 10
55
0
140
180
65
115
60
30 1200
25 2220
130 15
205
50085 45 190
60 0 25 0
2950
0 0
00
550
250
300
30
270
0
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear DrCourt St Rd Court St Rd
Site
Acc
ess
on
Cou
rt S
t Rd
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 4\Alt #4 PM Peak Hour Volumes.xlsAlt #4 PM Rounded Total Trips 2/3/2009
Alternative #5 AM Peak Hour Entering Traffic Distribution
0%
33%
0%
0%
33%
0%
0% 33%
35% 2%
2%
2%
0%
35%
16%
13%
35%
16%
0%
13%
6%
13%
0% 35%
6%
0%
16%0% 6%
0%
6%
0%
0%
6%
0%
0% 6%
6%
0%
0%
0% 6%
0%
0%
0% 0%
20%
0%
20%
20%
0%
0%
20% 0%
20%
25%
25%
0% 6%
6%
0%
0%
6%
20%
0%
0%
20% 0%
20%
33% 3%
3%
3%
0%
33%
0%
0%
25%
5%
0%
5%
5%
25%
25%
0%
10%
35%0% 0% 10%
25%
0%35%
10%25
% 25% 0%
0%
0%
10%
21%0% 0% 10%
12%
14%35%
10%
25% 12% 0%
14% 14%
0%
25%
25%0% 0% 10%
15%
0%
27%21%
10%
12% 0%
12% 27%
27%
5%
5%
27% 0% 5%
23% 4%
0%
4%28%
28%
0% 0%
4%
25%
0%
0%
25% 0%
25%
0%
25%
0%
0%
0%
0% 0%
25%
0%
0%
0%
0% 0%
0%0% 0%0%
0%
0%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
New Project Site Access
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 5\Alt #5 AM Peak Hour Volumes.xlsAlt #5 AM Enter Trip Distrib 2/3/2009
Alternative #5 AM Peak Hour Exiting Traffic Distribution
0%
0%
0%
0%0% 0%
0%
0%
0%
0% 0%
0%
0%
0%
0% 25%
25%
0%
0%
25%
25%
0%
0%
0%
25%
23%
0%
23%
18%
5% 3%
3%
5%
0%
3%
21%
0%
5%
0%
21%
13%
20%
8%
12% 12% 21%
21%
25%
0%
8%
0%
0%
25%0% 0%
20%
8%
12% 12% 0%
0%
12%
0%
0%
8%
20%0% 0% 8%
20%
8%12
% 12% 0%
0%
12%
0%
0%
8%
20%0% 0% 8%
5%
5%
0% 0%
26%
3%
26%
33%
0%
3%
33% 0%
5% 26% 3%
39%
0%
0%
0%
39%
0%
11% 19
%
31%
0%
31%
20%
19%
11% 31%
39%
0%
0%
0%
39%
0%
0%
39%
0%
0%
0% 39%
39%
31%
0%
0%
11%
19%
11%
0%
11% 19
%
0%
0% 19%0%
31%
31% 14%
26%
26%11%
19%
11% 13%
0%
35%
0%
17%
6%
0%17%
11% 35%
35%
0%
2%
35% 0%
33% 2%
2%
33%
0%
0% 0%0%
33%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
New Project Site Access
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 5\Alt #5 AM Peak Hour Volumes.xlsAlt #5 AM Exit Trip Distrib 3/2/2009
Alternative #5 AM Peak Hour Volumes
470
245
225
40
185
0
0
1900
0 0
00
80 5
220
41035 45 215
30 0 5
0
440
215
125
90
40
35 995
15 1965
150
810
970 10 54
5
1900 100
290
11001215
685 40
75 805
335
10
545
480
65
40
15 260
10 585
15
140
325 35 21
5
1270 290
440
580725
545 135
310
300
115
245
1910
840
1070
10
750 535
310 1260
405
1000
725 27
5
15
55 5
965
196525 30 555
10 10 5
5
2185
815
1370
35
1050 15
285 375
70
1070
360 10 0
110 15
850
192060 50 765
40 5 15
0
2505
98515
20
180
1340 0
0 0
0
1370
0
0 0
415 15
810
2180220
195 795
190 0 30
60
1035
440
595
305
280 1535
10 2555
135
440
1020 65 14
10
2990 140
490
9301135
1855 215
160
875
100
2580 35
40
95
1320
1260 0
275
995 50 5
55
1065 60 11
65
5
460
335
125
60
0 1230
65 2295
2565 0
0
0
1320
1245 0
0
1320 0 0
0
1320 0 12
45
00
0
0
0
0 1245
0 2565
2280 0
0
0
1050
1230 0
0
1050 0 0
0
1050 0 12
30
0
0
0
0 1230
00
0 2280
2290 40
80
4251055
1235 0
5
980 70 40
345
1040 14
5
1180
150
35
15
0 1600
275
185
20 2640
2745 105
350
570970
1775 30
85 835 50 215
220
1135 13
5
1580
250
200
90
25 1860
145
450
85 2995
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
New Project Site Access
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 5\Alt #5 AM Peak Hour Volumes.xlsAlt #5 AM Rounded Total Trips 2/3/2009
Alternative #5 PM Peak Hour Entering Traffic Distribution
0%
33%
0%
0%
33%
0%
0% 33%
35% 2%
2%
2%
0%
35%
11%
11%
35%
11%
0%
11%
12%
11%
0% 35%
12%
0%
11%0%
12%
0%
12%
0%
0%
12%
0%
0% 12%
12%
0%
0%
0%
12%
0%
0%
0% 0%
23%
0%
23%
23%
0%
0%
23% 0%
23%
35%
35%
0% 12%
12%
0%
0%
12%
23%
0%
0%
23% 0%
23%
33% 3%
3%
3%
0%
33%
0%
0%
25%
5%
0%
5%
5%
25%
25%
0%
12%
35%0% 0% 12%
24%
0%35%
12%24
% 24% 0%
0%
0%
12%
24%0% 0% 12%
13%
11%35%
12%
24% 13% 0%
11% 11%
0%
25%
25%0% 0% 12%
13%
0%
26%24%
12%
13% 0%
13% 26%
26%
5%
5%
26% 0% 5%
18% 7%
0%
7%23%
23%
0% 0%
7%
25%
0%
0%
25% 0%
25%
0%
25%
0%
0%
0%
0% 0%
25%
0%
0%
0%
0% 0%
0%0% 0%0%
0%
0%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
New Project Site Access
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 5\Alt #5 PM Peak Hour Volumes.xlsAlt #5 PM Enter Trip Distrib 2/3/2009
Alternative #5 PM Peak Hour Exiting Traffic Distribution
0%
0%
0%
0%0% 0%
0%
0%
0%
0% 0%
0%
0%
0%
0% 25%
25%
0%
0%
25%
25%
0%
0%
0%
25%
22%
0%
22%
17%
5% 5%
5%
5%
0%
5%
23%
0%
5%
0%
23%
16%
16%
7%
9% 9% 23%
23%
25%
0%
7%
0%
0%
25%0% 0%
16%
7%
9% 9% 0%
0%
9%
0%
0%
7%
16%0% 0% 7%
16%
7%9% 9% 0%
0%
9%
0%
0%
7%
16%0% 0% 7%
6%
6%
0% 0%
23%
3%
23%
32%
0%
3%
32% 0%
6% 23% 3%
37%
0%
0%
0%
37%
0%
5%
24%
18%
0%
18%
14%
24%
5% 29%
37%
0%
0%
0%
37%
0%
0%
37%
0%
0%
0% 37%
37%
29%
0%
0%
5%
24%
5%
0%
5%
24%
0%
0% 24%0%
29%
29% 17%
35%
35%5%
24%
5% 18%
0%
35%
0%
19%
7%
0%19%
12% 35%
35%
0%
3%
35% 0%
32% 3%
3%
32%
0%
0% 0%0%
32%
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
New Project Site Access
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 5\Alt #5 PM Peak Hour Volumes.xlsAlt #5 PM Exit Trip Distrib 3/2/2009
Alternative #5 PM Peak Hour Volumes
525
230
295
30
265
0
0
2900
0 0
00
130 15
185
47585 45 170
60 0 25
0
140
180
65
115
60
30 1200
25 2220
425
270
1020 5 10
55
2100 285
740
1010700
1400 30
30 570
100
30
540
75
465
315
105 420
45 745
5
375
325 5 38
5
1425 160
185
560565
860 20
50 275
240
450
2095
1105
990
5
745 850
240 1405
300
1200
555 38
5
15
55 5
1015
221530 25 710
10 15 5
40
2220
1195
1025
35
940 85
50 150
10
990
65
45 0
145 25
1115
210585 60 1080
70 5 10
0
2550
132012
30
230
1000 0
0 0
0
1015
0
0 0
425 30
1200
2215165
260 1170
150 0 15
175
1540
840
700
200
460 1250
40 2670
145
810
1420 11
0
965
2990 120
700
15101705
1285 435
295
1235 17
5
2880 70
75
1751230
1650 0
105
1055 70 5
100
1135 30 14
20
30
370
135
235
160
0 1480
75 2615
2885 0
0
0
1230
1655 0
0
1230 0 0
0
1230 0 16
55
00
0
0
0
0 1655
0 2885
2615 0
0
0
1140
1475 0
0
1140 0 0
0
1140 0 14
75
0
0
0
0 1475
00
0 2615
2625 240
505
5501135
1490 0
15
1115 5 265
45
1510 45 11
65
60
215
85
0 1250
40
275
130 2760
2795 60
280
6301610
1185 15
40
1410 16
0 205
350
1705 50 10
60
105
175
65
20 1280
170
280
90 2985
James St James St
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
dT
hom
pson
Rd
Tho
mps
on R
d
Exeter St
Existing Verizon Access (Back Access)
Existing Site Access (South)
Existing Site Access (North)
Mc Donalds Driveway
Old
Col
lam
er R
d
Carrier Pkwy Carrier Pkwy
Tel
ergy
Pkw
y
Wei
ghlo
ck D
r
Kin
ne S
t
Kin
ne S
t
Kin
ne S
t
Franklin Park Dr
Dee
re R
d
Court St RdCourt St Rd
Carrier Pkwy
Court St Rd New Venture Gear Dr
New Project Site Access
F:\Project\895 - SMTC\895001001 - Carrier Site Access Trans Study\Design\Synchro\Future Alternative 5\Alt #5 PM Peak Hour Volumes.xlsAlt #5 PM Rounded Total Trips 2/3/2009