BINGHAMTON METROPOLITANTRANSPORTATION STUDY Edwin] L. Crawford Bldg. /51 Floor/601 Hawley Street/ POI Box 1766/ Binghamton, New York 13902  BMITS  Tom Sullivan 60 Hawley Street PO: Box 1766 Binghamton, NY 13902 August 26, 2015 Carolyn Price Supervisor 68 White Birch Lake Rd. Windsor, NY 13865 Dear Ms. Price,  This letter isi in response to your recent inquiry submitted to the Binghamton Metropolitan Transportation Study (BMTS) regarding traffic operations ini the vicinity oft the newly  constructed Dollar General store in the Town of Windsor.  Al brief summary oft the analysis performed as well as recommendations for improvements has been attached. Traffic counts conducted by the Binghamton Metropolitan Transportation Study (BMTS) from June and August of2015 have also been attached. Should you have questions or require additional traffic information, please feel free to contact  me at this office. Sincerely, 0.8 Tom Sullivan, P.E. Traffic Engineer Enclosures File  cc: Leslie Bolton, P.E. - Broome County DPW  Phone: 607-778-2443 Fax: 607-778-6051  Email: BMISgcobroomeny.us Website: www.bmtsonine.com    The town of Windsor requested assistance from the Binghamton Metropolitan Transportation Study (BMTS) in assessing sitei impact oft the recently constructed Dollar General store within its borders. Town officials requested that BMTS review the developed condition for safety as well as traffic operation and  make recommendations for what measures, ifany, should be taken.  Existing Conditions  The Dollar General in Windsor was constructed in 2015. Itisa a 9,100: sfr retail space and is located approximately 700 feet north of NYS 17/1-86 on the west side of North Road. The site is adjacent to several commercial properties including McDonald's and a Sunoco gas station. North Road is classified asar rural minor collector and has an estimated average annual daily traffic volume of 2200 as of 2012. The posted speed limit along North Road in the vicinity of Dollar General is 45 mph. An analysis of the project area using the New' York State Accident Location Information System (ALIS) fori the years 2012-  2014 does noti indicate an accjdent pattern in this area.  Traffic Analysis counts.  Traffic counts were conducted for pre and post-development conditions ati the intersection of North Road and the NYS 17/1-86 westbound ramps. The following table summarizes the data from those  North Road and NYS 17/1-86 WBI Ramps  Date of Traffic Count AM Peak Hour Traffic Volume PM Peak Hour Traffic Volume Conclusions & Recommendations  6/15/15 Pre-development) 384 439  8/19/15 Post-development) 456 460  Volume Increase 72 21  a) Traffic-Traffic count data and observations made by BMTS: staff indicate that traffic volume increases are largely within the expected range for a development of this nature. The additional traffic volume does not affect thei intersection with NYS 17/1-86 ina a meaningful way from an operational or safety standpoint. Sight distances from the Dollar General entrance/exit appear tol be adequate for the posted speed limit and we do not anticipate any significant increase in b) Signage - Liberty Highway is al local road and is oriented in an east-west direction to the north of NYS 17/1-86. The local roadi is located approximately 1001 feet north of the westbound on ramp to NYS17/1-86. This creates an ambiguous situation for southbound drivers approaching the interchange. Driver expectancy fori typical on ramp location causes many motorists to turn right onto Liberty Highway westbound as they approach the interchange. Toi improve driver expectancy we recommend the use of additional guide signage in this area as shown in Figure 2D-16 of the 2009 Federal Manual for Uniform Traffic Control Devices. Thei installation of an additional Street Name Sign (D3-1) on the east side of North Road at its intersection with Liberty Highway might also help northbound traffic distinguish it from the 1-86 westbound on ramp.  accident rate due to the construction of Dollar General.    Page 170  2009 Edition  Figure 2D-16. Example of Crossroad Signing for an Entrance Ramp  with a Nearby Frontage Road  I-10  EAST STATE 10 OR - 10  FRONTAGE ROAD  WEST  EAST  EAST 10 2ND RIGHT  EAST 10 Frontage Road  OR  *Location for directional assembly or alternate location for guide sign depending on distance between ramp and frontage road intersections  JCT 10  See Figures 2D-11 through 2D-151 for additional signing on crossroad. approaches  Standard:  12 Ifused, the post-mounted. Advance Entrance Direction diagrammatic guide sign shall display only the two successive turns from the same side oft thei roadway, one of which shall bet the entrance: ramp. The post-mounted Advance Entrance Direction sign shall depict only the successive turns and shall not depict lane use with lane lines, multiple arrow shafts for the approach roadway, action messages, or other 13 Section 2D.46 contains information regarding the use ofal Directional assembly ora al FREEWAY ENTRANCE  representations. Support:  sign to mark the entrance to a freeway or expressway at the far corner of ani intersection.  Section 2D.46 Freeway Entrance Signs (D13-3: and D13-3a)  Option:  01 FREEWAY ENTRANCE (D13-3) signs or FREEWAY ENTRANCE with downward pointing diagonal arrow (D13-3a) signs (see Figure 2D-14) may be used on entrance ramps near the crossroad to inform road users of the  freeway or expressway entrance, as appropriate.  Sect. 2D.45 to2 2D.46  December 2009:    Binghamton Metropolitan Transportation Study  PO Box 1766 Binghamton, NY 13902 Your Tagline Here  Lucille Dellos North Road On Ramp City of Windsor cloudy, clear, humid  File Name : North Road On Ramp AM 2015  Site Code : 00000000 Start Date : 6/15/2015 Page No :1 From South  Groups Printed- Unshifted- heavy vehicles Bank2 2  From North 0 0 0 0  From East  From West 6 72 70 70  Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int.T Total  07:00AM 0 07:15AM 0 0 0 0 07:30AM 0 0 0 0 07:45AM Total 08:00AM 0 08:15AM 0 08:30AM 0 08:45AM 0 Total 0 0 09:00AM 0 0 0 0 09:15/AM 0 0 0 0 Grand Total 0 0 0 1 Apprch9 % 0 0 0 100 Unshifted 0 0 0 %Unshifted 0 0 heavy vehicles 0 0 0 0 heavyvehicis  0 36 13 0 0 11 8 01 101 61 0 0 27 22 27 90 79 24 19 0 0 0 17 1 232 170 0 2 404 57.4 42.1 0 0.5 100 100 98.7 91.2 0  51 6 0 0 19 1641 25 54 49 9 90.1 0 9.9 0  6 0 29 16 0 45 102  0 30 21 0 0 51 12 0 0 0 12 0 24 29 0 53 116 0 24 19 0 0 43 6 0 5 0 11 0 13 16 0 29 83  2 31  18 145 340 11 55 22 33 0 1211 327  0 0 0 0 0 0 0 28 100 95.5 94.5 15 0 0 18  0 0 0 0 10 0 0 13  2 0 11 0 16 16 0 32 86 0 0 3 0 18 9 0 27 58 0 8 0 81 3 176 146 0 325 811 0.9 54.2 44.9 0 0 10 0.4 21.7 18 0 40.1 100 0 95.1 100 96.6 99.3 0 97.8 96.4 4 0 6  Total% 0 0 0 0.1 0.1 28.6 21 0 0.2 49.8 9 0  229 155 0 2 386 69 0 8 0 77 3 170 145 0 318 782  0 0  0  I 29  Bank: 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %E Bank 21 0 0 0 0 01 0 0 0 0 01 0 0 0 0 01 0 0 0 0 0 0  Out 374 378  Total 375 379  Thru Left Peds  Ty  North 6/15/2015 07:00A AM 6/15/20150 09:15A AM Unshifted heavy vehicles Bank2  o0a oos  Left Thru Right Peds 81  69 4  Out  Total    Binghamton Metropolitan Transportation Study  PO Box 1766 Binghamton, NY 13902 Your Tagline Here  Lucille Dellos North Road On Ramp City of Windsor cloudy, clear, humid  File Name : North Road On Ramp AM 2015  Site Code : 00000000 Start Date : 6/15/2015 Page No 2  From North  From East  From South  From West  Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 08:45AM 0 0 0 0 0 22 27 0 0 49 12 0 0 0 12 0 19 14 0 33 94 09:00AM 0 0 0 0 0 24 19 0 0 43 9 0 2 0 11 0 16 16 0 32 86 PHF .000 000 000 250 250 .858 .861 .000 .000 .907 .846 000 .250 .000 885 .000 658 .630 .000 645 830 % Unshifted 0 0 0 100 100 98.1 88.2 0 0 93.4 93.2 0 100 0 93.5 0 94.9 100 0 97.2 94.8 heavy vehicles 0 0 0 0 0 2 11 0 0 13 3 0 0 0 3 0 4 0 0 4 20 %heavyv vehicles 0 0 0 0 0 1.9 11.8 0 0 6.6 6.8 0 0 0 6.5 0 5.1 0 0 2.8 5.2 Bank 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank: 21 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0  Peak Hour Analysis From 07:00A AMt to 09:15A AM- Peak 1of1 Peak Hourf forE Entirel Intersection! Begins at 08:15AM 08:15A AM 0 0 0 : 08:30AM 0 0 0 0 Total Volume 0 0 0 1 %App. Total 0 0 0 100 Unshifted 0 0 0 1  20 0 0 50 10 0 0 0 10 0  25 0 55 116  0 27 27 0 0 54 13 0 0 0 13 0 14 8 0 22 89 1 103 93 0 0 196 44 0 2 0 46 0 79 63 0 142 385 1 101 82 0 0 183 41 0 2 0 43 0 75 63 0 138 365  52.6 47.4 0 0  95.7 0 4.3 0  055.6 44.4 0  Out In Total 164 165 0 166 167  Right Thru Left Peds 4 Peak Hour Data North Peak Hour Begins at 08:15AM Unshifted heavy vehicles Bank2  ON - 808  0o0  Out  Total    Binghamton Metropolitan Transportation Study  PO Box 1766 Binghamton, NY 13902 Your Tagline Here  Lucille Dellos North Road City of Windsor rainy  File Name : North Road On Ramp 2015 PM  Site Code : 00000000 Start Date : 6/15/2015 Page No :1 From South  Groups Printed- Unshifted- heavy vehicles - Bank2 2  From North  From East  From West  Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total  03:15PM 0 0 0 03:30PM 0 0 0 03:45PM 0 0 0 Total 0 0 04:00PM 0 0 0 0 04:15PM 0 0 04:30PM 0 0 0 0 04:45PM 0 0 0 Total 05:00PM 0 0 0 0 05:15PM 0 0 0 0 05:30PM 0 0 0 0 Grand Total 0 0 0 0 Apprch9 % 0 0 0 0 Total% 0 0 0 0 Unshifted 0 0 0 0 9Unshifted 0 heavy vehicles 0  0 27 28 0 0 21 30 0 0 51 13 0 0 11 19 0 01 59 77 0 16 20 0 0 36 6 0 2 0 0 13 20 0 16 12 0 0 28 12 0 0 13 25 0 0 38 10 0 01 58 77 0 0 135 35 0 17 43 57 0 0 0 0 98.9 97 0 0 0 0  55 17 0 30 8 0 136 38 0 33 7 0 0 72  18 0 44 9 40 8 0 0 13 0 11 39 2 0 10 0  53 126  0 13 0 42 9 0 51 115  21 10 0 32 71 107 28 0 136 312 5 0 29 0 40 47 4 0 51 42 9 0 52 101 148 23 0 172 346 10 0 55 0 59 0 56 101  0  16 12 0 0 28 11 0 2 0 13  0 0 36 7 0 2 0 9 0 45  0 175 232 0 0 407 99 0 12 0 111 3 396 79 0 478 996 0 17.6 23.3 0 0 40.9 9.9 0 1.2 0 11.1 0.3 39.8 7.9 0 48 0 173 225 0 0 398 99 0 12 0 111 3 390 78 0 471 980  89.2 0 10.8 0 97.8 100 9 0  0.6 82.8 16.5 0  100 0 100 100 98.5 98.7 0 98.5 98.4  0  0  0 0  16  Bank2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 01 0  Out In Total 251 0 251 254  3 0 254  Right Thru Left Peds €  1 North 6/15/2015 03:15 PMI 6/15/2015 05:30F PM Unshifted heavy vehicles Bank2  00c  Left Thru Right Peds 12 0 99  114  Out In Total    Binghamton Metropolitan Transportation Study  PO Box 1766 Binghamton, NY 13902 Your Tagline Here  Lucille Dellos North Road City of Windsor rainy  File Name : North Road On Ramp 2015 PM  Site Code : 00000000 Start Date : 6/15/2015 Page No :2  From North  From East  From South  From West  Start Time Right Thru Left Peds App. Total Right Thru Left Peds App.T Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 05:15PM 0 0 0 0 0 25 47 0 0 72 8 0 2 0 10 0 52 7 0 59 141 05:30PM 0 0 0 0 0 17 19 0 0 36 7 0 2 0 9 0 45 11 0 56 101 Total Volume 0 0 0 0 0 71 103 0 0 174 36 0 7 0 43 2 183 37 0 222 439 PHF .000 000 .000 000 000 .710 548 .000 .000 .604 .818 000 875 .000 827 500 880 841 .000 941 .778 Unshifted 0 0 0 0 0 71 102 0 0 173 36 0 7 0 43 2 182 37 0 221 437 % Unshifted 0 0 0 0 0 100 99.0 0 0 99.4 100 0 100 0 100 100 99.5 100 0 99.5 99.5 heavy vehicles 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2 %heavyv vehicles 0 0 0 0 0 0 1.0 0 0 0.6 0 0 0 0 0 0 0.5 0 0 0.5 0.5 Bank2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank: 2 0 0 0 0 01 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0  Peak Hour Analysis From 03:15 PMt to 05:30F PM-F Peak 1of1 Peak Hourf forE Entirel Intersection! Begins at 04:45F PM  04:45PM 0 0 0 0 0 13 25 0 0 38 10 0 1 0 11 05:00PM 0 0 0 0 0 16 12 0 0 28 11 0 2 0 13  42 9 0 52 101 44 10 0 55 96  %App. Total 0 0 0 0  40.8 59.2 0 0  83.7 0 16.3 0  0.9 82.4 16.7 0  Out In Total 108 108 0 108 108  Right Thru Left Peds $ Peak Hour Data North Peak Hour Begins at 04:45PM Unshifted heavy vehicles Bank2  0  Left Thru Right  Out  Total    Binghamton Metropolitan Transportation Study  PO Box 1766 Binghamton, NY 13902 Your Tagline Here  Bobby Portorsnok North Rd and Exit 77 on ramp West Windsor The very last count  File Name : Not Named 1 Site Code : Unsignal Start Date : 8/19/2015 Page No :1 From West  Groups Printed- Unshifted- Heavy' Vehicles Bank2  From North  From East  From South 11 0 29 11 33 10 5 0 22 1 0 2 0 16 2 0 13 0 46 170 8 0 47 0 7 0 19 0 42 0 47 0 169 44  Start Time Right Thru Left Peds App. Total Right Thru Left Peds App Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total  03:30PM 13 25 03:45PM 23 29 0 Total 36 54 0 0 90 17 04:00PM 26 22 0 0 48 04:15PM 22 24 0 0 46 04:30PM 21 21 0 0 42 04:45PM 14 13 0 0 27 Total 83 80 0 0 163 05:00PM 26 32 0 0 58 7 0 1 0 05:15PM 18 20 0 0 38 13 0 0 0 13 0 05:30PM 18 24 05:45PM 27 27 Totall 89 103 0 5 197 40 Apprch9 % 46.2 52.7 0 1.1  38 52 8  36 0 43 0 2 51 0 0 0 0 0 1 0 0 52 0 0 0 0 44 0 0 0 0 203 0 59 0 0 1 0 66 43 48 216  0 85 0 106 0 191 0 107 1 119 0 107 0 413 1 126 0 117 0 94 0 124 0 1 461 0 2 1065 0.2 0 2 1056 0 0.8 0 0 0 0  62 17 0 79 0 0 0 0  0 0 0 0 0 0 50 50 0  2 44 3 57  Grand Total 208 237 0 5 450 98 0 17 0 115 0 401 92 5 498 0 Total% 19.5 22.3 0 0.5 42.3 9.2 0 1.6 0 10.8 0 37.7 8.6 0.5 46.8 0 0.1 Unshifted 205 236 0 5 446 96 0 17 0 113 0 399 91 5 495 0 %HeayVehicles 1.40.4 0 0 0.9 2 0 0 0 1.7 00.51.1 0 0.6 0 0 0 0 Bank2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %E Bank2 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0  85.2 0 14.8 0  0 80.5 18.5 1  %Unshited 98.6 99.6 0 100 99.1 98 0 100 0 98.3  99.5 98.9 100 99.4 0 100 100 0 100 99.2  HeavyVehicles    Binghamton Metropolitan Transportation Study  PO Box 1766 Binghamton, NY 13902 Your Tagline Here  Bobby Portorsnok North Rd and Exit 77 on ramp West Windsor The very last count  File Name : Not Named 1 Site Code : Unsignal Start Date : 8/19/2015 Page No :2  Out Total 496 446 942 450 950 205 236 208 237 Right Thru Left Peds  BoN8 0 boo 000o  North 8/19/2015 03:30F PMI 8/19/2015 05:45 PM Unshifted Heavy Vehicles Bank2  moN ON  Left Thru Right Peds 91 399 92 401 253 495 748 3 254 498 752 Out In Total    Binghamton Metropolitan Transportation Study  PO Box 1766 Binghamton, NY 13902 Your Tagline Here  Bobby Portorsnok North Rd and Exit 77 on ramp West Windsor The very last count  File Name : Not Named 1 Site Code : Unsignal Start Date : 8/19/2015 Page No :3  From North 0 0  From East  From South  From West  Start Time Right Thru Left Peds App. Total Right Thru Left Peds App Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 05:15PM 18 20 0 0 38 13 0 0 0 13 0 46 17 3 66 0 0 0 0 0 117 05:30PM 18 24. 0 2 44 7 0 0 0 7 0 34 9 0 43 0 0 0 0. 0 94 05:45PM 27 27 0 3 57 13 0 6 0 19 0 42 6 0 48 0 0 0 0 0 124 PHF 824 805 000 417 849 .769 000 292 .000 618 .000 899 647 250 818 000 000 250 000 250 915 %Unshifted 98.9 100 0 100 99.5 100 0 100 0 100 0 100 97.7 100 99.5 0 0 100 0 100 99.6 Heavy Vehicles 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 2 %Heavyv Vehicles 1.1 0 0 0 0.5 0 0 0 0 0 0 0 2.3 0 0.5 0 0 0 0 0 0.4 Bank2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %E Bank2 0 0 0 0 01 0 0 0 0 01 0 0 0 0 01 0 0 0  Peakk Hour Analysis From 03:3 30F PMt to 05:45F PM- Peak 1of1 Peak Hour forE Entirel Intersection Beginsa at 05:00F PM  26  7 0 1 0 8 0  12 0 59 0 0 1 0 1 126  Total Volume 89 103 0 5 197 40 0 7 0 47 0 169 44 3 216 0 0 Unshifted 88 103 0 5 196 40 0 7 0 47 0 169 43 3 215 0 0  0 1 461 0 1 459  %App. Total 45.2 52.3 0 2.5  85.1 0 14.9 0  0 78.2 20.4 1.4  0 0 100 0  0 0  Out In Total 210 196 406 0 1 0 210 197 407 88 103 891 103 Right Thru Left Peds Peak Hour Data North Peak Hour Begins at 05:00PM Unshifted Heavy" Vehicles Bank 2  0oo o oo0o 000 Boos o jo o Boo  o  Left Thru Right Peds 43 169 1 0 0 44 1691 110 215 325 1 110 216 Out In Total    Binghamton Metropolitan Transportation Study  PO Box 1766 Binghamton, NY 13902 Your Tagline Here  Bobby Portorsnok North Rd and Exit 77 on ramp West Windsor The morning show can't logic  File Name : Not Named 1 Site Code : unsignal Start Date : 8/19/2015 Page No :1 From West 0 102 0 97 0 0 0 199 0 0 0 0 0 149 0 0 0 0 108 0 0 0 0 0 0 0 0 0 0 0 0 438 0 0 0 0 0 309 946 0.1 0 931 0 100 98.4 0 1.6 0 0 0 0 0  Groups Printed- Unshifted- Heavy' Vehicles Bank2  From North  From East  From South 15 0 25 21 15 0 12 23 0 35 0 37 44 0 81 79 77 0 156  Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru - Left Peds App. Total Int. Total  07:30AM 28 13 07:45AM 33 14 0 0 47 15 Total 61 27 0 0 88 29 08:00AM 63 15 0 0 78 08:15AM 40 12 0 0 08:30AM 19 12 0 0 31 08:45AM 33 17 0 0 50 Total 155 56 0 0 211 60 09:00AM 31 16 0 0 47 09:15AM 25 20 0 0 45 09:30AM 17 10 0 0 27 09:45AM 13 11 Total 86 57 0 0 143 28 Apprch9 % 68.3 31.7 0 0  41 14  46 0 0 45 0 29 0 33 0 31 35  0 30 3 0 26 0 4 0 19 2 0 10 0 0 16 0 18 0 71 1 0 5 0 22 0 0 10 0 22 0 6 0 22 10 0 23 0 311 0 89 45 0 134  0 35 0 0 0 0  0 24  Grand Total 302 140 0 0 442 117 1 14 0 132 0 205 166 0 371 1 0 0 0 Total% 31.9 14.8 0 0 46.7 12.4 0.1 1.5 0 14 0 21.7 17.5 0 39.2 0.1 0 HeavyVehicles 1.32.1 0 0 1.6 1.7 100 7.1 0 3 0 2 0 0 1.1 0 0 0 0 Bank2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %E Bank2 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0  88.6 0.8 10.6 0  0 55.3 44.7 0 201 166 0 367 98 100 0 98.9 100  100 0 0 0  Unshifted 298 137 0 0 435 115 0 13 0 128 %Unshifted 98.7 97.9 0 0 98.4 98.3 0 92.9 0 97  HavyVehicles    Binghamton Metropolitan Transportation Study  PO Box 1766 Binghamton, NY 13902 Your Tagline Here  Bobby Portorsnok North Rd and Exit 77 on ramp West Windsor The morning show can't logic  File Name : Not Named 1 Site Code :U unsignal Start Date : 8/19/2015 Page No :2  Out Total 316 435 751 7 13 442 16 298 137 302 140 Right Thru Left Peds  North 8/19/2015 07:30A AM 8/19/2015 09:45 AM Unshifted Heavy Vehicles Bank2  JON pjooo  Soa  200  Left Thru Right Peds 166 201 1661 205 51 367 518 155 371 526 Out In Total    Binghamton Metropolitan Transportation Study  PO Box 1766 Binghamton, NY 13902 Your Tagline Here  Bobby Portorsnok North Rd and Exit 77 on ramp West Windsor The morning show can't logic  File Name : Not Named 1 Site Code : unsignal Start Date : 8/19/2015 Page No :3  From North  From East  From South  From West  Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 08:00AM 63 15 0 0 78 23 0 3 0 26 0 22 23 0 45 0 0 0 0 0 149 08:15AM 40 12 0 0 52 15 0 4 0 19 0 16 21 0 37 0 0 0 '0 0 108 Total Volume 164 54 0 0 218 67 0 8 0 75 0 75 88 0 163 0 0 0 0 0 456 PHF 651 900 000 000 699 728 000 500 000 721 .000 750 957 000 886 .000 .000 000 000 000 765 Unshifted 163 52 0 0 215 66 0 8 0 74 0 74 88 0 162 0 0 0 0 0 451 %Unshifted 99.4 96.3 0 0 98.6 98.5 0 100 0 98.7 0 98.7 100 0 99.4 0 0 0 0 0 98.9 Heavy Vehicles 1 2 0 0 3 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 5 %Heavyv Vehicles 0.6 3.7 0 0 1.4 1.5 0 0 0 1.3 0 1.3 0 0 0.6 0 0 0 0 0 1.1 Bank2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank2l 0 0 0 0 01 0 0 0 0 01 0 0 0 0 01 0 0 0 0 0 0  Peakl Hour Analysis From 07:30A AMt to 09:45A AM- Peak 1of1 Peak Hour forE Entirel Intersection Begins at 07:30 AM 07:30AM 28 13  21 0 46 0 0 0 0 o 102 0 35 0 0 0 0 0 97  07:45AM 33 14 0 0 47 15 0 0 0 15 0 12  %App. Total 75.2 24.8 0 0  89.3 0 10.7 0  0 46 54 0  0 0  0  Out n Total 140 215 355 2 3 5 0 142 218 360 163 52 2 164 541  Thru Left Peds Peak Hour Data North Peak Hour Begins at07:30AM Unshifted Heavy Vehicles Bank2 2  0  0o  loooc o o- - o 000 o  eft Thru Right Peds 88 60 162 Out In Total