Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Revised Traffic Impact Study Reduced - Part 2 - 08-05-2020
www.idaxdata.com 1 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 1 1 0 0 0 1 3 10102001 2 0 Peak Hour 10 23 28 14 75 1 0 1 1 0 3 0 1Count Total 15 26 36 44 121 1 1 0 00000008:45 AM 3 3 5 9 20 0 0 0 0 0 0 0 8:30 AM 2 3 2 4 11 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 4 10 11 6 31 0 0 0 0 0 1 0 0 0 1 0 8:00 AM 2 9 9 1 21 1 0 0 1 0 1 0 0 1 0 0 7:30 AM 0 0 0 4 4 0 0 0 0 0 0 0 0 0281200 9 10 0 EB WB NB SB Total East 7:45 AM 2 1 6 3 12 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 7:15 AM 2 0 1 0 0 1 0 0 West North South 7:00 AM 0 0 1 0 133 198 124 0 87 850 136 0 64 2,378 05240567014692815407390680 Count Total 1 242 320 251 0 141 159 236 1,765 139 4,451 0 582 2,30612317028234320232117018 39 250 25 626 2,378 8:45 AM 1 18 30 20 28 0 13 110 18 0 594 2,357 8:30 AM 0 27 49 32 0 11 24 93 10 0 36 221 150312911015 31 189 9 504 2,252 8:15 AM 0 34 61 38 15 0 12 102 18 0 654 2,145 8:00 AM 0 23 32 36 0 18 19 100 21 0 40 268 150131814012 29 251 13 605 0 7:45 AM 0 49 56 48 14 0 5 133 21 0 489 0 7:30 AM 0 33 43 34 0 15 14 101 14 0 18 188 19 0 7:15 AM 0 37 30 26 15 0 4 88 17 07:00 AM 0 21 19 17 0 12 14 Interval Start E BAXTER LN E BAXTER LN N 19TH AVE N 19TH AVE 15-min TotalUTLTTHRT 0 18 20 10 0 8 15 164 11 397 0.79 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Peak Hour Date: Wed, Apr 24, 2019 Peak Hour Count Period: 7:00 AM 9:00 AM SB 1.2%0.88 TOTAL 3.2%0.91 TH RT WB 10.0%0.81 NB 5.3%0.93 Peak Hour: 7:45 AM 8:45 AM HV %:PHF EB 2.1% 1 0 1 01 0 0 0 N N 19TH AVE E BAXTER LN E BAXTER LN N 1 9 T H A V E E BAXTER LN N 1 9 T H A V E 2,378TEV: 0.91PHF: 64 92 8 14 6 1, 1 3 8 60 6 0 68 90 73 231 4110 67 40 552 52 4 1, 1 5 5 0 154 198 133 485 206 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com 1 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 2 3 4 0 1 0 10 83000041 1 5 Peak Hour 7 3 16 15 41 0 0 0 0 0 1 0 4Count Total 25 7 30 32 94 1 0 0 00000005:45 PM 2 1 4 3 10 0 0 0 1 0 0 0 5:30 PM 1 0 2 2 5 0 0 0 0 0 0 0 0 0 0 2 5:15 PM 2 0 1 2 5 0 0 0 0 0 0 0 2 1 1 1 5:00 PM 1 0 5 4 10 0 0 0 0 0 0 0 0 0 2 0 4:30 PM 5 0 3 3 11 0 0 0 0 0 1 0 0 0261710 5 15 0 EB WB NB SB Total East 4:45 PM 3 3 8 7 21 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 4:15 PM 8 1 0 0 0 0 0 0 West North South 4:00 PM 3 2 5 0 106 151 333 3 241 2,207 204 0 107 3,511 01211,194 103 0 135 93111701072571802 Count Total 0 214 301 237 0 238 439 272 1,819 204 6,712 0 832 3,49426024035246290304036129 37 243 28 826 3,511 5:45 PM 0 32 40 30 31 0 38 252 31 0 890 3,496 5:30 PM 0 19 45 20 0 21 61 314 25 0 42 219 320295942225 24 244 27 946 3,398 5:15 PM 0 31 32 38 66 0 24 333 26 0 849 3,218 5:00 PM 0 27 35 35 0 32 73 295 21 0 32 225 200256441034 37 242 20 811 0 4:45 PM 0 29 39 24 40 0 25 233 21 0 792 0 4:30 PM 0 28 42 30 0 40 53 271 36 0 26 205 28 0 4:15 PM 0 26 33 27 46 0 32 249 20 04:00 PM 0 22 35 33 0 28 47 Interval Start E BAXTER LN E BAXTER LN N 19TH AVE N 19TH AVE 15-min TotalUTLTTHRT 0 33 42 31 0 34 39 195 20 766 0.93 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Peak Hour Date: Wed, Apr 24, 2019 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.3%0.95 TOTAL 1.2%0.93 TH RT WB 0.6%0.80 NB 1.1%0.93 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 1.9% 0 0 0 01 3 4 0 N N 19TH AVE E BAXTER LN E BAXTER LN N 1 9 T H A V E E BAXTER LN N 1 9 T H A V E 3,511TEV: 0.93PHF: 10 7 93 1 13 5 1, 1 7 3 1, 4 8 0 0 180 257 107 544 3890 10 3 1, 1 9 4 12 1 1, 4 2 0 1, 1 5 7 2 117 151 106 374 485 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 4 1 1 1 3 3 0 15 810 0 1 3 3 1 5 10 0 1 6 3 Peak Hour 0 5 27 21 54 0 1 1 0 0 0 Count Total 2 6 30 52 90 0 0 0 0 0 0 08:45 AM 0 0 2 10 12 1 0 0 8:30 AM 1 1 4 4 10 0 0 0 0 0 0 0 3 0 0 0 0 1 0 0 0 2 0 8:15 AM 0 1 11 9 21 0 0 0 0 0 1 8:00 AM 0 2 7 6 15 0 0 1 0 0 1 07:45 AM 0 1 5 2 8 0 0 0 0 1 0 0 0 0 7:30 AM 0 0 0 4 4 0 0 0 0 0 0 2 0 2 2 0 7:15 AM 1 1 0 8 10 0 0 0 0 0 0 0 07:00 AM 0 0 1 9 10 0 EB WB 1,77823 4 10 0 38 473 West North SouthNB SB Total East Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 24 138 1,887 51 3,406 0 Peak Hour 0 64 6 74 0 0 92 943 52 0 40 031 0 18 1,006 31 Count Total 0 145 12 125 0 34 7 18 1,778 8:45 AM 0 23 2 17 0 0 7 126 13 0 8 1,7669 0 11 245 6 4897 2 5 0 4394 1 2 0 14 109 228 9 4478:30 AM 0 16 2 25 0 9 2 2 7 126 208 3 391 1,732 8:15 AM 0 16 1 17 0 0 10 112 9 0 2 1,7832 0 6 256 11 8:00 AM 0 17 1 21 0 4 1 3 0 7:45 AM 0 15 2 11 0 0 9 134 5 0 1 1,6407 0 2 314 8 5016 0 3 0 7 3882 0 2 0 12 114 259 5 4527:30 AM 0 20 2 13 0 2 1 1 LT TH Interval Start 168 2 299 0 7:15 AM 0 18 1 11 0 0 9 84 2 0 3 05 0 7 209 7:00 AM 0 20 1 10 0 0 0 0 Rolling One HourEastbound Westbound Northbound Southbound UT LT TH RT UT TSCHACHE LN TSCHACHE LN N 19TH AVE N 19TH AVE 15-min TotalLT TH RT UT RTLT TH RT UT 7:45 AM to 8:45 AM www.idaxdata.com 2 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 3 1 2 1 0 0 0 7 30000210 0 2 Peak Hour 0 1 17 7 25 0 0 0 0 0 0 3 2Count Total 3 5 28 22 58 0 0 0 00000005:45 PM 1 1 3 2 7 0 0 0 0 0 0 0 5:30 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 1 2 0 3 0 0 0 0 0 0 0 1 0 0 0 5:00 PM 0 0 5 1 6 0 0 0 0 0 0 2 0 0 0 2 4:30 PM 2 1 2 3 8 0 0 0 0 0 0 0 1 016900 4 9 0 EB WB NB SB Total East 4:45 PM 0 0 9 5 14 0 0 1 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 4:15 PM 0 2 0 0 0 0 0 0 West North South 4:00 PM 0 0 5 0 137 31 236 0 154 2,207 143 1 48 2,918 0811,186 67 0 70 96787094311190 Count Total 0 270 65 175 0 204 78 146 1,869 92 5,640 0 688 2,86225013013248130251331015 19 259 14 728 2,918 5:45 PM 0 39 9 19 35 0 23 275 17 0 723 2,843 5:30 PM 0 22 11 20 0 26 7 301 20 0 18 224 10018833023 15 243 13 723 2,839 5:15 PM 0 37 8 23 25 0 15 301 16 0 744 2,778 5:00 PM 0 37 5 18 0 23 12 309 14 0 18 241 11027426020 22 231 8 653 0 4:45 PM 0 41 7 26 34 0 15 231 16 0 719 0 4:30 PM 0 25 9 29 0 20 13 283 30 1 18 219 16 0 4:15 PM 0 39 7 20 21 0 19 257 17 04:00 PM 0 30 9 20 0 39 16 Interval Start TSCHACHE LN TSCHACHE LN N 19TH AVE N 19TH AVE 15-min TotalUTLTTHRT 0 26 5 31 0 24 23 204 7 662 0.86 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Peak Hour Date: Wed, Apr 24, 2019 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.6%0.93 TOTAL 0.9%0.98 TH RT WB 0.4%0.90 NB 1.3%0.97 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 0.0% 0 0 0 00 0 1 2 N N 19TH AVE TSCHACHE LN TSCHACHE LN N 1 9 T H A V E TSCHACHE LN N 1 9 T H A V E 2,918TEV: 0.98PHF: 48 96 7 70 1, 0 8 5 1, 4 4 2 0 119 31 94 244 1680 67 1, 1 8 6 81 1, 3 3 4 1, 1 4 8 0 87 31 137 255 160 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com 3 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 4 3 5 1 2 3 1 22 113002134 6 8 Peak Hour 4 13 25 20 62 1 1 1 0 0 3 4 4Count Total 10 21 32 48 111 2 0 0 10000008:45 AM 1 0 2 9 12 0 0 0 1 0 2 1 8:30 AM 2 7 1 3 13 0 0 0 0 0 1 1 0 0 1 0 8:15 AM 0 3 11 9 23 0 1 0 0 0 1 0 0 2 3 0 8:00 AM 1 2 9 5 17 1 0 0 0 0 0 0 0 1 1 1 7:30 AM 2 1 1 5 9 0 0 0 0 0 0 2 1 0261300 8 15 1 EB WB NB SB Total East 7:45 AM 1 1 4 3 9 0 0 1 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1 2 7:15 AM 2 3 0 0 0 1 0 0 West North South 7:00 AM 1 4 2 0 82 419 193 0 107 758 445 0 102 2,808 05636627601987958901351821080 Count Total 0 167 759 163 0 222 320 311 1,533 179 5,157 0 702 2,74012154036217250334131022 47 173 33 693 2,808 8:45 AM 0 27 83 12 38 0 21 80 56 0 677 2,803 8:30 AM 0 26 95 42 0 36 46 96 65 0 41 208 260244728011 44 175 16 668 2,684 8:15 AM 0 14 98 19 28 0 11 78 65 0 770 2,417 8:00 AM 0 22 117 20 0 43 49 112 90 0 66 239 270324014013 31 206 30 688 0 7:45 AM 0 20 109 8 15 0 11 113 47 0 558 0 7:30 AM 0 25 115 29 0 18 48 91 44 0 28 178 12 0 7:15 AM 0 21 80 25 19 0 10 67 24 07:00 AM 0 12 62 8 0 16 18 Interval Start W OAK ST W OAK ST N 19TH AVE N 19TH AVE 15-min TotalUTLTTHRT 0 20 31 20 0 8 18 137 10 401 0.90 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Peak Hour Date: Wed, Apr 24, 2019 Peak Hour Count Period: 7:00 AM 9:00 AM SB 1.8%0.82 TOTAL 2.2%0.91 TH RT WB 3.1%0.89 NB 3.6%0.81 Peak Hour: 7:45 AM 8:45 AM HV %:PHF EB 0.7% 1 0 0 14 3 3 1 N N 19TH AVE W OAK ST W OAK ST N 1 9 T H A V E W OAK ST N 1 9 T H A V E 2,808TEV: 0.91PHF: 10 2 79 5 19 8 1, 0 9 5 55 6 0 108 182 135 425 8930 27 6 36 656 69 8 1, 0 1 9 0 89 419 82 590 340 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com 3 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 4 6 5 10 1 2 5 1 34 181002764 6 6 Peak Hour 7 6 12 7 32 0 2 2 0 0 2 11 11Count Total 11 13 27 24 75 0 0 0 10000005:45 PM 0 0 3 2 5 0 0 2 1 2 0 0 5:30 PM 1 1 2 1 5 0 0 0 0 0 0 0 2 0 0 0 5:15 PM 0 1 3 0 4 0 0 1 0 0 1 1 0 3 2 1 5:00 PM 4 1 1 1 7 0 0 1 0 0 1 4 2 0 2 1 4:30 PM 3 3 3 5 14 0 0 0 0 0 0 3 1 136900 4 15 0 EB WB NB SB Total East 4:45 PM 2 3 6 5 16 0 0 1 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1 1 4:15 PM 0 0 0 0 0 0 0 2 West North South 4:00 PM 1 4 6 0 198 283 479 0 324 1,783 415 0 155 4,132 019492020101957818602586222390 Count Total 0 336 563 169 0 488 1,085 391 1,491 323 7,847 0 897 3,998199420531883804312557034 54 209 37 1,003 4,132 5:45 PM 0 30 67 21 61 0 42 219 53 0 1,018 4,058 5:30 PM 0 38 63 19 0 60 148 222 37 0 45 169 3406417664052 49 201 40 1,080 3,969 5:15 PM 0 52 76 27 62 0 53 229 59 0 1,031 3,849 5:00 PM 0 59 66 20 0 76 166 250 52 0 47 202 4405813252047 55 183 40 929 0 4:45 PM 0 49 78 20 48 0 39 206 40 0 929 0 4:30 PM 0 33 76 21 0 74 114 233 65 0 38 161 46 0 4:15 PM 0 37 64 19 60 0 29 225 67 04:00 PM 0 38 73 22 0 57 117 Interval Start W OAK ST W OAK ST N 19TH AVE N 19TH AVE 15-min TotalUTLTTHRT 0 56 107 75 0 28 50 178 44 960 0.91 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Peak Hour Date: Wed, Apr 24, 2019 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.6%0.94 TOTAL 0.8%0.96 TH RT WB 0.5%0.92 NB 0.9%0.94 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 1.2% 0 0 0 24 1 6 7 N N 19TH AVE W OAK ST W OAK ST N 1 9 T H A V E W OAK ST N 1 9 T H A V E 4,132TEV: 0.96PHF: 15 5 78 1 19 5 1, 1 3 1 1, 3 5 7 0 239 622 258 1,119 6790 20 1 92 0 19 4 1, 3 1 5 1, 1 2 5 0 86 283 198 567 971 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com 4 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 5 1 0 3 4 7 2 1 23 165103236 8 8 Peak Hour 12 16 0 1 29 1 1 2 2 0 6 2 5Count Total 22 26 2 2 52 2 0 0 10000008:45 AM 0 1 1 1 3 0 0 1 0 1 0 3 8:30 AM 5 7 0 0 12 0 0 0 0 0 1 0 1 3 0 2 8:15 AM 1 2 0 1 4 1 0 0 0 0 0 1 1 1 2 0 8:00 AM 4 6 0 0 10 0 0 1 1 0 2 0 0 0 0 0 7:30 AM 3 1 1 0 5 0 0 0 1 0 1 0 0 100700 0 8 1 EB WB NB SB Total East 7:45 AM 2 1 0 0 3 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1 2 7:15 AM 4 3 1 0 0 2 0 2 West North South 7:00 AM 3 5 0 0 15 755 7 0 94 7 94 0 10 1,465 05245104314604237850 Count Total 0 28 1,298 219 0 70 664 10 5 17 2,513 0 315 1,3830110324071082010 0 1 2 343 1,465 8:45 AM 0 3 151 14 2 0 9 1 12 0 348 1,423 8:30 AM 0 2 176 21 0 7 110 1 13 0 1 0 4015790023 2 0 2 377 1,327 8:15 AM 0 4 179 29 2 0 13 2 10 0 397 1,130 8:00 AM 0 1 173 58 0 12 102 0 16 0 1 2 20887107 1 0 1 301 0 7:45 AM 0 8 227 38 0 0 14 2 14 0 252 0 7:30 AM 0 5 166 21 0 8 69 1 10 0 1 0 1 0 7:15 AM 0 5 125 27 0 0 9 0 8 07:00 AM 0 0 101 11 0 4 45 Interval Start W OAK ST W OAK ST N 15TH AVE N 15TH AVE 15-min TotalUTLTTHRT 0 9 64 0 0 9 1 0 1 180 0.84 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Peak Hour Date: Wed, Apr 24, 2019 Peak Hour Count Period: 7:00 AM 9:00 AM SB 5.9%0.85 TOTAL 2.0%0.92 TH RT WB 3.8%0.89 NB 0.0%0.72 Peak Hour: 7:45 AM 8:45 AM HV %:PHF EB 1.3% 1 0 1 16 5 3 2 N N 15TH AVE W OAK ST W OAK ST N 1 5 T H A V E W OAK ST N 1 5 T H A V E 1,465TEV: 0.92PHF: 10 3 4 17 24 0 5 378 42 425 8100 51452 10 7 19 1 0 146 755 15 916 440 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com 4 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 4 3 1 6 2 4 4 0 24 161116438 12 1 Peak Hour 7 6 4 1 18 0 4 5 2 2 9 5 6Count Total 19 16 7 4 46 0 0 0 00000005:45 PM 0 0 0 0 0 0 1 2 0 2 0 0 5:30 PM 2 1 1 0 4 0 1 0 0 0 0 0 2 2 0 0 5:15 PM 1 2 0 1 4 0 0 2 1 1 4 1 1 0 4 1 5:00 PM 1 1 1 0 3 0 0 1 0 0 1 1 0 1 0 0 4:30 PM 5 3 2 1 11 0 0 0 1 0 2 0 1 201601 1 11 0 EB WB NB SB Total East 4:45 PM 3 2 2 0 7 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1 0 4:15 PM 2 3 0 0 1 1 1 2 West North South 4:00 PM 5 4 1 2 24 521 29 0 305 21 146 0 42 1,985 018010880171189068921120 Count Total 2 39 1,091 176 0 112 1,674 39 18 83 3,735 0 378 1,8721130116091581025 2 1 9 479 1,985 5:45 PM 0 5 137 21 5 0 42 4 23 0 508 1,925 5:30 PM 0 5 135 24 0 13 216 2 19 0 4 2 70232653039 7 1 14 507 1,897 5:15 PM 0 3 121 20 2 0 53 0 24 0 491 1,863 5:00 PM 0 9 114 28 0 21 234 4 22 0 4 7 120112062046 7 1 11 419 0 4:45 PM 2 7 151 17 4 0 18 5 11 0 480 0 4:30 PM 0 5 133 20 0 7 197 3 18 0 8 2 13 0 4:15 PM 0 1 138 23 5 0 33 2 16 04:00 PM 0 4 162 23 0 15 193 Interval Start W OAK ST W OAK ST N 15TH AVE N 15TH AVE 15-min TotalUTLTTHRT 0 13 205 7 0 49 6 3 11 473 0.90 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Peak Hour Date: Wed, Apr 24, 2019 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.4%0.76 TOTAL 0.9%0.98 TH RT WB 0.6%0.86 NB 1.4%0.90 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 1.1% 0 1 1 48 1 3 4 N N 15TH AVE W OAK ST W OAK ST N 1 5 T H A V E W OAK ST N 1 5 T H A V E 1,985TEV: 0.98PHF: 42 11 17 70 46 0 12 921 68 1,001 6260 8810 18 0 27 8 16 8 0 89 521 24 636 1,145 2 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com 5 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 0 3 0 2 0 0 6 50001005 6 0 Peak Hour 13 23 0 2 38 1 0 0 0 0 5 0 0Count Total 22 37 1 3 63 5 0 0 01000108:45 AM 0 5 0 1 6 0 0 0 0 0 0 0 8:30 AM 5 7 0 0 12 0 0 0 0 0 1 0 0 2 0 0 8:15 AM 2 3 0 0 5 1 0 0 0 0 0 0 0 0 3 0 8:00 AM 4 10 0 2 16 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 3 1 1 0 5 0 0 0 0 0 2 0 0 000720 0 7 1 EB WB NB SB Total East 7:45 AM 2 3 0 0 5 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1 0 7:15 AM 3 4 0 0 0 1 0 0 West North South 7:00 AM 3 4 0 0 19 776 53 0 2 1 3 0 27 1,329 00120260200443330 Count Total 0 36 1,332 3 0 0 766 45 0 34 2,275 0 288 1,23600040000120800 8 0 10 331 1,329 8:45 AM 0 3 153 0 7 0 0 0 1 0 305 1,269 8:30 AM 0 3 181 1 0 0 120 0 0 0 4 0 500100500 10 0 4 312 1,185 8:15 AM 0 4 186 1 15 0 0 0 0 0 381 1,039 8:00 AM 0 7 171 0 0 0 105 1 1 0 4 0 800118600 8 0 3 271 0 7:45 AM 0 5 238 0 3 0 1 0 1 0 221 0 7:30 AM 0 7 170 1 0 0 77 0 0 0 3 0 3 0 7:15 AM 0 4 129 0 1 0 0 0 0 07:00 AM 0 3 104 0 0 0 53 Interval Start W OAK ST W OAK ST N 11TH AVE N 11TH AVE 15-min TotalUTLTTHRT 0 0 73 8 0 1 4 0 1 166 0.82 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Peak Hour Date: Wed, Apr 24, 2019 Peak Hour Count Period: 7:00 AM 9:00 AM SB 3.8%0.74 TOTAL 2.9%0.87 TH RT WB 4.8%0.94 NB 0.0%0.38 Peak Hour: 7:45 AM 8:45 AM HV %:PHF EB 1.6% 1 0 0 05 0 0 0 N N 11TH AVE W OAK ST W OAK ST N 1 1 T H A V E W OAK ST N 1 1 T H A V E 1,329TEV: 0.87PHF: 27 0 26 53 53 0 33 443 0 476 8040 210 32 0 2 776 19 797 470 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com 5 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 3 0 5 3 1 0 0 15 90003009 14 1 Peak Hour 8 5 0 1 14 1 2 2 1 0 5 0 0Count Total 20 18 1 2 41 2 0 0 01010205:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 5:30 PM 2 1 0 0 3 0 0 0 0 0 0 0 0 1 3 0 5:15 PM 1 2 0 0 3 0 0 2 0 0 2 0 0 0 5 0 5:00 PM 2 2 0 0 4 0 1 0 0 0 1 0 0 0 0 0 4:30 PM 5 4 0 0 9 0 0 0 0 0 0 0 0 300800 1 9 0 EB WB NB SB Total East 4:45 PM 3 0 0 1 4 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 2 1 4:15 PM 3 5 0 0 0 0 0 0 West North South 4:00 PM 4 3 1 0 21 624 43 0 4 0 4 0 32 1,695 02020230202960270 Count Total 0 32 1,283 3 0 3 1,748 45 0 58 3,223 0 337 1,62601060301162200 3 0 4 390 1,695 5:45 PM 0 2 160 0 3 0 0 0 1 0 451 1,672 5:30 PM 0 4 154 1 0 1 219 0 0 0 8 0 901277601 7 0 9 448 1,620 5:15 PM 0 8 141 0 8 0 0 0 0 0 406 1,597 5:00 PM 0 4 160 0 0 0 260 0 1 0 5 0 10002041001 4 0 12 367 0 4:45 PM 0 5 169 1 2 0 1 0 0 0 399 0 4:30 PM 0 1 153 0 0 0 194 0 0 0 8 0 5 0 4:15 PM 0 3 164 0 7 0 1 0 1 04:00 PM 0 5 182 1 0 0 218 Interval Start W OAK ST W OAK ST N 11TH AVE N 11TH AVE 15-min TotalUTLTTHRT 0 0 214 5 0 0 4 0 6 425 0.92 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Peak Hour Date: Wed, Apr 24, 2019 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.8%0.81 TOTAL 0.8%0.94 TH RT WB 0.5%0.87 NB 0.0%0.50 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 1.2% 1 0 0 29 0 0 0 N N 11TH AVE W OAK ST W OAK ST N 1 1 T H A V E W OAK ST N 1 1 T H A V E 1,695TEV: 0.94PHF: 32 0 23 55 48 0 27 960 2 989 6490 202 44 0 2 624 21 647 994 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com 6 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 1 0 0 0 1 1 0 4 2 Peak Hour WB 3.7%0.79 NB 12.9%0.65 Peak Hour: 7:45 AM 8:45 AM HV %:PHF EB 2.6%0.85 Date: Wed, Apr 24, 2019 Peak Hour Count Period: 7:00 AM 9:00 AM UT LT TH RT Interval Start BAXTER LN BAXTER LN N 11TH AVE 0 15-min TotalUTLTTHRT SB -- TOTAL 3.6%0.86 TH RT 7:00 AM 0 0 22 3 0 2 21 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound 0 1 35 0 0 4 0 0 0 54 0 7:15 AM 0 0 24 6 0 0 3 0 3 0 0 0 0 100 0 7:45 AM 0 0 55 23 0 0 7 0 3 0 71 0 7:30 AM 0 0 49 11 0 2 28 0 1 0 0 0 0 135 360 8:00 AM 0 0 44 10 0 0 33 0 1 0 0 0 00348005 0 2 34 0 0 2 0 0 0 99 405 8:15 AM 0 0 68 12 0 0 10 0 2 0 0 0 0 111 466 8:45 AM 0 0 28 9 0 0 8 0 0 0 121 455 8:30 AM 0 0 52 9 0 1 41 0 3 0 0 0 0 90 4210300001242005 0 6 156 0 0 Count Total 0 0 342 83 1 13 282 0 0 0 781 0 1 0 0 1 0 0 West North South 7:00 AM 0 1 0 0 0 219 0 0 44 0 16 0 0 466 0250600054 0 1 0 EB WB NB SB Total East 7:45 AM 0 0 0 0 0 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 1 7:15 AM 2 1 0 0 0 1 7:30 AM 0 4 0 0 4 0 0 0 0 0 0 0 0 000300 0 0 8:15 AM 2 1 1 0 4 0 1 0 0 0 0 0 0 0 0 0 8:00 AM 4 4 2 0 10 0 0 0 0 0 0 0 8:45 AM 2 3 0 0 5 0 0 0 0 0 1 1 8:30 AM 1 1 1 0 3 0 0 0 0 0 1 0 0 0 0 0 0000000 0 4 Peak Hr 7 6 4 0 17 0 1 2 0 0 2 0 0Count Total 11 15 4 0 30 0 2001000 0 0 1 0 2 0 0 N N 11TH AVE BAXTER LN BAXTER LN N 1 1 T H A V E BAXTER LN 466TEV: 0.86PHF: 156 6 162 2250 625 3160 0 54 219273 181 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 2 0 2 0 0 0 4 2 Rolling One HourEastbound Westbound Northbound Southbound UT LT TH RT UT BAXTER LN BAXTER LN N 11TH AVE 0 15-min TotalLT TH RT UT RT 4:00 PM 0 0 67 9 0 3 72 0 LT TH RT UT LT TH Interval Start 0 0 161 0 4:15 PM 0 0 59 4 0 0 7 0 3 0 0 0 4:30 PM 0 0 65 7 0 2 87 0 0 0 0 0 0 1410 72 0 0 6 0 0 0 167 0 4:45 PM 0 0 39 8 0 0 5 0 1 0 0 611 5:00 PM 0 0 54 11 0 1 99 0 4 0 0 0 0 1422 78 0 0 11 0 0 0 181 631 5:15 PM 0 0 63 8 0 0 14 0 2 0 0 679 5:30 PM 0 0 71 4 0 0 69 0 4 0 0 0 0 1891 101 0 0 12 0 0 0 153 665 5:45 PM 0 0 58 6 0 0 7 0 2 0 0 643 Count Total 0 0 476 57 0 9 628 0 0 0 0 0 0 1200 50 0 1 5 0 0 0 1,254 0 Peak Hour 0 0 227 31 0 1 67 0 16 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 12 0 0 0 0 6794 347 0 0 44 0 West North South 4:00 PM 2 2 1 0 5 0 EB WB NB SB Total East 0 0 4:15 PM 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 4:30 PM 1 3 0 0 4 0 0 0 0 0 1 0 0 0 0 0 0 5:00 PM 0 3 1 0 4 0 0 0 0 0 0 04:45 PM 0 4 0 0 4 0 2 5:15 PM 0 6 1 0 7 1 0 0 1 0 1 0 0 0 1 0 0 0 0 0 5:30 PM 0 0 1 0 1 1 0 0 0 0 1 0 0 0 0 0 0 Count Total 4 18 4 0 26 3 0 0 0 0 0 05:45 PM 0 0 0 0 0 Peak Hr 0 13 3 0 16 2 0 0 21 0 3 0 0 0 0 41 0 4 0 0 4:45 PM to 5:45 PM Manual Traffic Count Intersection of Lowes Aprroach North and Sacco Dr Bozeman, MT Wednesday, April 24, 2019 Peak AM Period Interval Hourly Left Right Left Through Through Right Total Total 7:00 7:15 0 0 0 2 2 0 4 7:15 7:30 1 0 0 6 0 1 8 7:30 7:45 1 0 0 1 0 1 3 7:45 8:00 3 0 0 1 2 2 8 23 8:00 8:15 2 0 0 2 2 1 7 26 8:15 8:30 1 0 0 0 2 1 4 22 8:30 8:45 1 0 0 3 0 0 4 23 <--- Peak Hour 8:45 9:00 1 0 0 0 0 2 3 18 Peak Hour 7 0 0 6 6 4 Volume 0.81 7:45 to 8:45 Wednesday, April 24, 2019 Peak PM Period Interval Hourly Left Right Left Through Through Right Total Total 4:00 4:15 5 0 0 4 6 2 17 4:15 4:30 0 0 0 3 4 2 9 4:30 4:45 4 0 0 4 4 2 14 4:45 5:00 0 0 0 4 6 1 11 51 5:00 5:15 2 0 0 8 6 1 17 51 5:15 5:30 4 0 0 7 2 2 15 57 5:30 5:45 1 1 0 10 4 2 18 61 <--- Peak Hour 5:45 6:00 4 0 0 2 3 0 9 59 Peak Hour 7 1 0 29 18 6 Volume 0.85 4:45 to 5:45 Eastbound Northbound Northbound Eastbound Southbound Southbound Manual Traffic Count Intersection of Lowes Aprroach South and Sacco Dr Bozeman, MT Wednesday, April 24, 2019 Peak AM Period Interval Hourly Left Right Left Through Through Right Total Total 3 4 5 6 1 2 7:00 7:15 0 0 0 0 2 0 2 7:15 7:30 0 0 0 3 0 0 3 7:30 7:45 0 0 0 0 0 0 0 7:45 8:00 0 0 0 2 2 0 4 9 8:00 8:15 1 0 1 1 1 1 5 12 8:15 8:30 1 0 0 1 2 0 4 13 8:30 8:45 0 0 0 6 0 0 6 19 <--- Peak Hour 8:45 9:00 1 0 1 2 0 0 4 19 Peak Hour 2 0 1 10 5 1 Volume 0.79 7:45 to 8:45 Wednesday, April 24, 2019 Peak PM Period Interval Hourly Left Right Left Through Through Right Total Total 3 4 5 6 1 2 4:00 4:15 0 0 0 4 5 1 10 4:15 4:30 0 0 0 3 4 0 7 4:30 4:45 0 0 0 3 4 0 7 4:45 5:00 0 0 0 5 6 0 11 35 5:00 5:15 0 0 0 9 5 0 14 39 5:15 5:30 0 0 0 7 3 0 10 42 5:30 5:45 0 0 0 10 3 0 13 48 <--- Peak Hour 5:45 6:00 0 1 0 2 2 1 6 43 Peak Hour 0 0 0 31 17 0 Volume 0.86 4:45 to 5:45 Eastbound Northbound Northbound Eastbound Southbound Southbound Manual Traffic Count Intersection of Tschache Ln and Sacco Dr Bozeman, MT Wednesday, April 24, 2019 Peak AM Period Interval Hourly Left Through Through Right Left Right Total Total 7:00 7:15 0 0 0 0 0 2 2 7:15 7:30 3 0 0 0 0 0 3 7:30 7:45 0 0 0 0 0 0 0 7:45 8:00 2 0 0 0 0 2 4 9 8:00 8:15 1 0 0 1 0 1 3 10 8:15 8:30 1 2 0 0 0 2 5 12 8:30 8:45 4 1 0 2 0 0 7 19 <--- Peak Hour 8:45 9:00 3 0 1 0 0 0 4 19 Peak Hour 8 3 0 3 0 5 Volume 0.68 7:45 to 8:45 Wednesday, April 24, 2019 Peak PM Period Interval Hourly Left Through Through Right Left Right Total Total 4:00 4:15 4 1 1 0 0 5 11 4:15 4:30 3 3 1 1 0 3 11 4:30 4:45 4 2 3 0 0 4 13 4:45 5:00 5 1 1 0 1 5 13 48 5:00 5:15 7 1 1 1 0 5 15 52 5:15 5:30 7 1 2 0 0 3 13 54 5:30 5:45 10 0 1 0 1 2 14 55 <--- Peak Hour 5:45 6:00 2 1 0 0 0 4 7 49 Peak Hour 29 3 5 1 2 15 Volume 0.92 4:45 to 5:45 Eastbound Westbound Westbound Eastbound Southbound Southbound Lanes, Volumes, Timings 21: 19th Ave & Baxter Ln 4/29/2020 19th Ave Bozeman Peak AM No Buid Synchro 8 Report WGM Group Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 147 225 174 84 107 120 59 448 75 209 1000 68 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 275 275 150 180 350 0 315 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 100 100 160 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.978 0.990 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1716 1458 1630 1716 1458 1630 3188 0 1630 3227 0 Flt Permitted 0.687 0.389 0.230 0.423 Satd. Flow (perm) 1179 1716 1458 667 1716 1458 395 3188 0 726 3227 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 77 120 20 8 Link Speed (mph) 30 30 40 40 Link Distance (ft) 833 1074 1499 2678 Travel Time (s) 18.9 24.4 25.6 45.6 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 147 225 174 84 107 120 59 448 75 209 1000 68 Shared Lane Traffic (%) Lane Group Flow (vph) 147 225 174 84 107 120 59 523 0 209 1068 0 Turn Type Perm NA pm+ov Perm NA pm+ov pm+pt NA pm+pt NA Protected Phases 8 1 4516 52 Permitted Phases 8 8 4 4 6 2 Detector Phase 88144416 52 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 20.0 5.0 20.0 Minimum Split (s) 37.2 37.2 9.0 33.2 33.2 9.0 9.0 30.8 9.0 30.8 Total Split (s) 41.0 41.0 12.0 41.0 41.0 19.0 12.0 60.0 19.0 67.0 Total Split (%) 34.2% 34.2% 10.0% 34.2% 34.2% 15.8% 10.0% 50.0% 15.8% 55.8% Maximum Green (s) 34.8 34.8 8.0 34.8 34.8 15.0 8.0 53.2 15.0 60.2 Yellow Time (s) 3.9 3.9 3.0 3.9 3.9 3.0 3.0 3.9 3.0 3.9 All-Red Time (s) 2.3 2.3 1.0 2.3 2.3 1.0 1.0 2.9 1.0 2.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.2 6.2 4.0 6.2 6.2 4.0 4.0 6.8 4.0 6.8 Lead/Lag Lead Lead Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.5 2.5 3.0 2.5 2.5 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None C-Min None C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 24.0 24.0 20.0 20.0 17.0 17.0 Pedestrian Calls (#/hr) 5 5 5 5 3 3 Act Effct Green (s) 21.3 21.3 34.3 21.3 21.3 38.0 80.8 71.2 87.6 74.9 Actuated g/C Ratio 0.18 0.18 0.29 0.18 0.18 0.32 0.67 0.59 0.73 0.62 v/c Ratio 0.71 0.74 0.37 0.71 0.35 0.22 0.18 0.28 0.34 0.53 Control Delay 63.4 60.6 19.3 76.1 44.7 4.9 4.3 7.8 3.1 6.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.4 60.6 19.3 76.1 44.7 4.9 4.3 7.8 3.1 6.8 L O S EEBEDAAA AA Lanes, Volumes, Timings 21: 19th Ave & Baxter Ln 4/29/2020 19th Ave Bozeman Peak AM No Buid Synchro 8 Report WGM Group Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 48.2 37.8 7.5 6.2 Approach LOS D D A A Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 71 (59%), Referenced to phase 2:SBTL and 6:NBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 18.5 Intersection LOS: B Intersection Capacity Utilization 73.8% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 21: 19th Ave & Baxter Ln Lanes, Volumes, Timings 15: 19th Ave & Tschache Ln 4/29/2020 19th Ave Bozeman Peak AM No Buid Synchro 8 Report WGM Group Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 68 15 79 99 11 32 40 506 110 37 1071 33 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 100 0 100 0 250 200 275 200 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (ft) 50 50 125 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.874 0.888 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1500 0 1630 1524 0 1630 3260 1458 1630 3260 1458 Flt Permitted 0.729 0.696 0.229 0.466 Satd. Flow (perm) 1251 1500 0 1194 1524 0 393 3260 1458 800 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 79 32 110 64 Link Speed (mph) 30 30 40 40 Link Distance (ft) 884 865 1299 1499 Travel Time (s) 20.1 19.7 22.1 25.6 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 68 15 79 99 11 32 40 506 110 37 1071 33 Shared Lane Traffic (%) Lane Group Flow (vph) 68 94 0 99 43 0 40 506 110 37 1071 33 Turn Type Perm NA Perm NA pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 4 4 8 8 522166 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 30.0 30.0 5.0 30.0 30.0 Minimum Split (s) 41.0 41.0 38.0 38.0 9.0 35.6 35.6 9.0 35.6 35.6 Total Split (s) 42.0 42.0 42.0 42.0 9.0 69.0 69.0 9.0 69.0 69.0 Total Split (%) 35.0% 35.0% 35.0% 35.0% 7.5% 57.5% 57.5% 7.5% 57.5% 57.5% Maximum Green (s) 36.0 36.0 36.0 36.0 5.0 63.4 63.4 5.0 63.4 63.4 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.9 3.9 3.0 3.9 3.9 All-Red Time (s) 3.0 3.0 3.0 3.0 1.0 1.7 1.7 1.0 1.7 1.7 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 4.0 5.6 5.6 4.0 5.6 5.6 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Min C-Min None C-Min C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 28.0 28.0 25.0 25.0 14.0 14.0 14.0 14.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 15.3 15.3 15.3 15.3 92.3 86.8 86.8 91.4 84.7 84.7 Actuated g/C Ratio 0.13 0.13 0.13 0.13 0.77 0.72 0.72 0.76 0.71 0.71 v/c Ratio 0.43 0.36 0.65 0.19 0.11 0.21 0.10 0.06 0.47 0.03 Control Delay 54.8 16.8 68.1 21.1 3.8 5.6 1.5 1.6 8.7 0.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.8 16.8 68.1 21.1 3.8 5.6 1.5 1.6 8.7 0.5 L O S DB EC AAAAAA Lanes, Volumes, Timings 15: 19th Ave & Tschache Ln 4/29/2020 19th Ave Bozeman Peak AM No Buid Synchro 8 Report WGM Group Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 32.8 53.9 4.8 8.3 Approach LOS C D A A Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 3 (3%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 12.2 Intersection LOS: B Intersection Capacity Utilization 58.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 15: 19th Ave & Tschache Ln Lanes, Volumes, Timings 12: 19th Ave & Oak St 4/29/2020 19th Ave Bozeman Peak AM No Buid Synchro 8 Report WGM Group Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 106 463 94 166 206 115 59 450 325 210 905 124 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 220 220 250 250 425 425 300 265 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 65 140 150 150 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 3260 1458 1630 3260 1458 1630 3260 1458 1630 3260 1458 Flt Permitted 0.623 0.260 0.241 0.414 Satd. Flow (perm) 1069 3260 1458 446 3260 1458 413 3260 1458 710 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 138 115 167 124 Link Speed (mph) 35 45 40 40 Link Distance (ft) 760 1447 2670 1299 Travel Time (s) 14.8 21.9 45.5 22.1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 106 463 94 166 206 115 59 450 325 210 905 124 Shared Lane Traffic (%) Lane Group Flow (vph) 106 463 94 166 206 115 59 450 325 210 905 124 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 381745167523 Permitted Phases 8 8 4 4 6 6 2 2 Detector Phase 381744166522 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 30.0 5.0 5.0 30.0 5.0 Minimum Split (s) 9.0 34.9 9.0 9.0 34.9 9.0 9.0 37.2 9.0 9.0 36.2 9.0 Total Split (s) 10.0 36.0 10.0 17.0 43.0 17.0 10.0 50.0 17.0 17.0 57.0 10.0 Total Split (%) 8.3% 30.0% 8.3% 14.2% 35.8% 14.2% 8.3% 41.7% 14.2% 14.2% 47.5% 8.3% Maximum Green (s) 6.0 29.1 6.0 13.0 36.1 13.0 6.0 43.8 13.0 13.0 50.8 6.0 Yellow Time (s) 3.0 4.3 3.0 3.0 4.3 3.0 3.0 3.9 3.0 3.0 3.9 3.0 All-Red Time (s) 1.0 2.6 1.0 1.0 2.6 1.0 1.0 2.3 1.0 1.0 2.3 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.9 4.0 4.0 6.9 4.0 4.0 6.2 4.0 4.0 6.2 4.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None C-Min None None C-Min None Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 21.0 21.0 24.0 16.0 Pedestrian Calls (#/hr)3102 Act Effct Green (s) 34.9 22.6 36.4 43.4 27.4 46.8 58.8 49.6 70.0 68.1 55.1 70.8 Actuated g/C Ratio 0.29 0.19 0.30 0.36 0.23 0.39 0.49 0.41 0.58 0.57 0.46 0.59 v/c Ratio 0.30 0.76 0.17 0.55 0.28 0.18 0.22 0.33 0.35 0.42 0.60 0.14 Control Delay 27.7 54.1 2.0 33.0 37.9 4.0 13.1 21.0 2.4 9.9 15.8 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.7 54.1 2.0 33.0 37.9 4.0 13.1 21.0 2.4 9.9 15.8 0.7 L O S CDACDABCAABA Lanes, Volumes, Timings 12: 19th Ave & Oak St 4/29/2020 19th Ave Bozeman Peak AM No Buid Synchro 8 Report WGM Group Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 42.5 28.2 13.2 13.3 Approach LOS D C B B Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 108 (90%), Referenced to phase 2:SBTL and 6:NBTL, Start of 1st Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 21.5 Intersection LOS: C Intersection Capacity Utilization 79.1% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 12: 19th Ave & Oak St Lanes, Volumes, Timings 55: N. 15th St. & Oak St 4/29/2020 19th Ave Bozeman Peak AM No Buid Synchro 8 Report WGM Group Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 62 805 155 45 401 28 55 11 54 42 8 46 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 115 115 130 0 100 0 100 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.976 0.990 0.875 0.872 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 3182 0 1630 3227 0 1630 1501 0 1630 1496 0 Flt Permitted 0.502 0.291 0.889 0.889 Satd. Flow (perm) 861 3182 0 499 3227 0 1525 1501 0 1525 1496 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 47 15 54 46 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1447 777 360 409 Travel Time (s) 32.9 17.7 8.2 9.3 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 62 805 155 45 401 28 55 11 54 42 8 46 Shared Lane Traffic (%) Lane Group Flow (vph) 62 960 0 45 429 0 55 65 0 42 54 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4826 Permitted Phases 4826 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 25.0 25.0 25.0 25.0 6.0 6.0 6.0 6.0 Minimum Split (s) 34.6 34.6 34.6 34.6 27.0 27.0 27.0 27.0 Total Split (s) 37.0 37.0 37.0 37.0 28.0 28.0 28.0 28.0 Total Split (%) 56.9% 56.9% 56.9% 56.9% 43.1% 43.1% 43.1% 43.1% Maximum Green (s) 31.4 31.4 31.4 31.4 22.0 22.0 22.0 22.0 Yellow Time (s) 3.6 3.6 3.6 3.6 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.6 5.6 5.6 5.6 6.0 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 22.0 22.0 22.0 22.0 14.0 14.0 14.0 14.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 30.2 30.2 30.2 30.2 7.8 7.8 7.7 7.7 Actuated g/C Ratio 0.74 0.74 0.74 0.74 0.19 0.19 0.19 0.19 v/c Ratio 0.10 0.41 0.12 0.18 0.19 0.20 0.15 0.17 Control Delay 5.1 5.2 5.9 4.1 18.1 9.1 17.7 9.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.1 5.2 5.9 4.1 18.1 9.1 17.7 9.1 L O S AA AA BA BA Lanes, Volumes, Timings 55: N. 15th St. & Oak St 4/29/2020 19th Ave Bozeman Peak AM No Buid Synchro 8 Report WGM Group Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 5.1 4.3 13.2 12.8 Approach LOS AABB Intersection Summary Area Type: Other Cycle Length: 65 Actuated Cycle Length: 40.7 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.41 Intersection Signal Delay: 5.9 Intersection LOS: A Intersection Capacity Utilization 74.7% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 55: N. 15th St. & Oak St Lanes, Volumes, Timings 21: 19th Ave & Baxter Ln 4/29/2020 19th Ave Bozeman 4/22/2020 Peak AM Buid Synchro 8 Report WGM Group Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 147 236 179 84 117 161 61 457 75 249 1021 68 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 275 275 150 180 350 0 315 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 100 100 160 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.979 0.991 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1716 1458 1630 1716 1458 1630 3191 0 1630 3230 0 Flt Permitted 0.662 0.371 0.225 0.414 Satd. Flow (perm) 1136 1716 1458 637 1716 1458 386 3191 0 710 3230 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 72 161 19 8 Link Speed (mph) 30 30 40 40 Link Distance (ft) 833 1074 1499 2678 Travel Time (s) 18.9 24.4 25.6 45.6 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 147 236 179 84 117 161 61 457 75 249 1021 68 Shared Lane Traffic (%) Lane Group Flow (vph) 147 236 179 84 117 161 61 532 0 249 1089 0 Turn Type Perm NA pm+ov Perm NA pm+ov pm+pt NA pm+pt NA Protected Phases 8 1 4516 52 Permitted Phases 8 8 4 4 6 2 Detector Phase 88144416 52 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 20.0 5.0 20.0 Minimum Split (s) 37.2 37.2 9.0 33.2 33.2 9.0 9.0 30.8 9.0 30.8 Total Split (s) 41.0 41.0 12.0 41.0 41.0 22.0 12.0 57.0 22.0 67.0 Total Split (%) 34.2% 34.2% 10.0% 34.2% 34.2% 18.3% 10.0% 47.5% 18.3% 55.8% Maximum Green (s) 34.8 34.8 8.0 34.8 34.8 18.0 8.0 50.2 18.0 60.2 Yellow Time (s) 3.9 3.9 3.0 3.9 3.9 3.0 3.0 3.9 3.0 3.9 All-Red Time (s) 2.3 2.3 1.0 2.3 2.3 1.0 1.0 2.9 1.0 2.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.2 6.2 4.0 6.2 6.2 4.0 4.0 6.8 4.0 6.8 Lead/Lag Lead Lead Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.5 2.5 3.0 2.5 2.5 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None C-Min None C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 24.0 24.0 20.0 20.0 17.0 17.0 Pedestrian Calls (#/hr) 5 5 5 5 3 3 Act Effct Green (s) 21.9 21.9 34.9 21.9 21.9 39.8 79.1 69.4 87.4 74.3 Actuated g/C Ratio 0.18 0.18 0.29 0.18 0.18 0.33 0.66 0.58 0.73 0.62 v/c Ratio 0.71 0.76 0.38 0.72 0.38 0.27 0.19 0.29 0.41 0.54 Control Delay 63.9 61.2 20.5 78.0 44.9 4.4 5.3 9.1 4.1 8.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.9 61.2 20.5 78.0 44.9 4.4 5.3 9.1 4.1 8.0 L O S EECEDAAA AA Lanes, Volumes, Timings 21: 19th Ave & Baxter Ln 4/29/2020 19th Ave Bozeman 4/22/2020 Peak AM Buid Synchro 8 Report WGM Group Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 48.9 34.6 8.7 7.3 Approach LOS D C A A Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 71 (59%), Referenced to phase 2:SBTL and 6:NBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 19.2 Intersection LOS: B Intersection Capacity Utilization 75.0% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 21: 19th Ave & Baxter Ln Lanes, Volumes, Timings 15: 19th Ave & Tschache Ln 4/29/2020 19th Ave Bozeman 4/22/2020 Peak AM Buid Synchro 8 Report WGM Group Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 68 18 79 149 13 43 40 506 171 63 1071 33 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 100 0 100 0 250 200 275 200 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (ft) 50 50 125 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.878 0.885 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1506 0 1630 1518 0 1630 3260 1458 1630 3260 1458 Flt Permitted 0.720 0.694 0.223 0.454 Satd. Flow (perm) 1235 1506 0 1191 1518 0 383 3260 1458 779 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 79 43 171 64 Link Speed (mph) 30 30 40 40 Link Distance (ft) 884 865 1299 1499 Travel Time (s) 20.1 19.7 22.1 25.6 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 68 18 79 149 13 43 40 506 171 63 1071 33 Shared Lane Traffic (%) Lane Group Flow (vph) 68 97 0 149 56 0 40 506 171 63 1071 33 Turn Type Perm NA Perm NA pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 4 4 8 8 522166 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 30.0 30.0 5.0 30.0 30.0 Minimum Split (s) 41.0 41.0 38.0 38.0 9.0 35.6 35.6 9.0 35.6 35.6 Total Split (s) 43.0 43.0 43.0 43.0 9.0 68.0 68.0 9.0 68.0 68.0 Total Split (%) 35.8% 35.8% 35.8% 35.8% 7.5% 56.7% 56.7% 7.5% 56.7% 56.7% Maximum Green (s) 37.0 37.0 37.0 37.0 5.0 62.4 62.4 5.0 62.4 62.4 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.9 3.9 3.0 3.9 3.9 All-Red Time (s) 3.0 3.0 3.0 3.0 1.0 1.7 1.7 1.0 1.7 1.7 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 4.0 5.6 5.6 4.0 5.6 5.6 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Min C-Min None C-Min C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 28.0 28.0 25.0 25.0 14.0 14.0 14.0 14.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 20.4 20.4 20.4 20.4 85.9 79.1 79.1 86.9 79.5 79.5 Actuated g/C Ratio 0.17 0.17 0.17 0.17 0.72 0.66 0.66 0.72 0.66 0.66 v/c Ratio 0.33 0.30 0.74 0.19 0.12 0.24 0.17 0.10 0.50 0.03 Control Delay 45.7 14.3 67.3 16.8 5.8 9.3 2.2 3.7 9.2 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.7 14.3 67.3 16.8 5.8 9.3 2.2 3.7 9.2 0.2 L O S DB EB AAAAAA Lanes, Volumes, Timings 15: 19th Ave & Tschache Ln 4/29/2020 19th Ave Bozeman 4/22/2020 Peak AM Buid Synchro 8 Report WGM Group Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 27.2 53.5 7.4 8.6 Approach LOS C D A A Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 108 (90%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 13.7 Intersection LOS: B Intersection Capacity Utilization 64.9% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 15: 19th Ave & Tschache Ln Lanes, Volumes, Timings 12: 19th Ave & Oak St 4/29/2020 19th Ave Bozeman 4/22/2020 Peak AM Buid Synchro 8 Report WGM Group Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 112 463 94 166 206 142 59 477 325 232 927 129 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 220 220 250 250 425 425 300 265 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 65 140 150 150 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 3260 1458 1630 3260 1458 1630 3260 1458 1630 3260 1458 Flt Permitted 0.623 0.260 0.238 0.394 Satd. Flow (perm) 1069 3260 1458 446 3260 1458 408 3260 1458 676 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 138 142 177 129 Link Speed (mph) 35 45 40 40 Link Distance (ft) 760 1447 2670 1299 Travel Time (s) 14.8 21.9 45.5 22.1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 112 463 94 166 206 142 59 477 325 232 927 129 Shared Lane Traffic (%) Lane Group Flow (vph) 112 463 94 166 206 142 59 477 325 232 927 129 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 381745167523 Permitted Phases 8 8 4 4 6 6 2 2 Detector Phase 381744166522 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 30.0 5.0 5.0 30.0 5.0 Minimum Split (s) 9.0 34.9 9.0 9.0 34.9 9.0 9.0 37.2 9.0 9.0 36.2 9.0 Total Split (s) 10.0 36.0 10.0 17.0 43.0 20.0 10.0 47.0 17.0 20.0 57.0 10.0 Total Split (%) 8.3% 30.0% 8.3% 14.2% 35.8% 16.7% 8.3% 39.2% 14.2% 16.7% 47.5% 8.3% Maximum Green (s) 6.0 29.1 6.0 13.0 36.1 16.0 6.0 40.8 13.0 16.0 50.8 6.0 Yellow Time (s) 3.0 4.3 3.0 3.0 4.3 3.0 3.0 3.9 3.0 3.0 3.9 3.0 All-Red Time (s) 1.0 2.6 1.0 1.0 2.6 1.0 1.0 2.3 1.0 1.0 2.3 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.9 4.0 4.0 6.9 4.0 4.0 6.2 4.0 4.0 6.2 4.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None C-Min None None C-Min None Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 21.0 21.0 24.0 16.0 Pedestrian Calls (#/hr)3102 Act Effct Green (s) 34.9 22.6 36.4 43.1 27.1 47.8 57.7 48.6 68.8 68.4 55.4 71.0 Actuated g/C Ratio 0.29 0.19 0.30 0.36 0.23 0.40 0.48 0.40 0.57 0.57 0.46 0.59 v/c Ratio 0.32 0.76 0.17 0.56 0.28 0.21 0.22 0.36 0.36 0.47 0.62 0.14 Control Delay 28.7 54.1 2.0 33.5 38.1 3.6 13.7 21.9 2.2 9.9 16.7 0.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.7 54.1 2.0 33.5 38.1 3.6 13.7 21.9 2.2 9.9 16.7 0.8 L O S CDACDABCAABA Lanes, Volumes, Timings 12: 19th Ave & Oak St 4/29/2020 19th Ave Bozeman 4/22/2020 Peak AM Buid Synchro 8 Report WGM Group Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 42.5 27.1 13.9 13.9 Approach LOS D C B B Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 103 (86%), Referenced to phase 2:SBTL and 6:NBTL, Start of 1st Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 21.7 Intersection LOS: C Intersection Capacity Utilization 80.4% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 12: 19th Ave & Oak St Lanes, Volumes, Timings 55: N. 15th St. & Oak St 4/29/2020 19th Ave Bozeman 4/22/2020 Peak AM Buid Synchro 8 Report WGM Group Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 62 825 157 45 425 28 58 11 54 42 8 46 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 115 115 130 0 100 0 100 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.976 0.991 0.875 0.872 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 3182 0 1630 3230 0 1630 1501 0 1630 1496 0 Flt Permitted 0.491 0.282 0.870 0.870 Satd. Flow (perm) 842 3182 0 484 3230 0 1493 1501 0 1493 1496 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 47 14 54 46 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1447 777 360 409 Travel Time (s) 32.9 17.7 8.2 9.3 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 62 825 157 45 425 28 58 11 54 42 8 46 Shared Lane Traffic (%) Lane Group Flow (vph) 62 982 0 45 453 0 58 65 0 42 54 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4826 Permitted Phases 4826 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 25.0 25.0 25.0 25.0 6.0 6.0 6.0 6.0 Minimum Split (s) 34.6 34.6 34.6 34.6 27.0 27.0 27.0 27.0 Total Split (s) 37.0 37.0 37.0 37.0 28.0 28.0 28.0 28.0 Total Split (%) 56.9% 56.9% 56.9% 56.9% 43.1% 43.1% 43.1% 43.1% Maximum Green (s) 31.4 31.4 31.4 31.4 22.0 22.0 22.0 22.0 Yellow Time (s) 3.6 3.6 3.6 3.6 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.6 5.6 5.6 5.6 6.0 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 22.0 22.0 22.0 22.0 14.0 14.0 14.0 14.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 30.3 30.3 30.3 30.3 7.9 7.9 7.8 7.8 Actuated g/C Ratio 0.74 0.74 0.74 0.74 0.19 0.19 0.19 0.19 v/c Ratio 0.10 0.41 0.13 0.19 0.20 0.19 0.15 0.17 Control Delay 5.2 5.3 6.0 4.2 18.3 9.1 17.8 9.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.2 5.3 6.0 4.2 18.3 9.1 17.8 9.1 L O S AA AA BA BA Lanes, Volumes, Timings 55: N. 15th St. & Oak St 4/29/2020 19th Ave Bozeman 4/22/2020 Peak AM Buid Synchro 8 Report WGM Group Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 5.3 4.4 13.4 12.9 Approach LOS AABB Intersection Summary Area Type: Other Cycle Length: 65 Actuated Cycle Length: 40.9 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.41 Intersection Signal Delay: 6.0 Intersection LOS: A Intersection Capacity Utilization 75.5% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 55: N. 15th St. & Oak St Lanes, Volumes, Timings 21: 19th Ave & Baxter Ln 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM No Build Synchro 8 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 118 176 134 122 291 250 133 1283 113 204 1010 114 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 275 275 150 180 350 0 315 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 100 100 160 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.988 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1716 1458 1630 1716 1458 1630 3221 0 1630 3211 0 Flt Permitted 0.288 0.517 0.205 0.101 Satd. Flow (perm) 494 1716 1458 887 1716 1458 352 3221 0 173 3211 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 89 33 9 12 Link Speed (mph) 30 30 30 40 Link Distance (ft) 833 1074 1499 2678 Travel Time (s) 18.9 24.4 34.1 45.6 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 118 176 134 122 291 250 133 1283 113 204 1010 114 Shared Lane Traffic (%) Lane Group Flow (vph) 118 176 134 122 291 250 133 1396 0 204 1124 0 Turn Type Perm NA pm+ov Perm NA pm+ov pm+pt NA pm+pt NA Protected Phases 8 1 4516 52 Permitted Phases 8 8 4 4 6 2 Detector Phase 88144416 52 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 20.0 5.0 20.0 Minimum Split (s) 37.2 37.2 9.0 33.2 33.2 9.0 9.0 30.8 9.0 30.8 Total Split (s) 46.0 46.0 17.0 46.0 46.0 23.0 17.0 81.0 23.0 87.0 Total Split (%) 30.7% 30.7% 11.3% 30.7% 30.7% 15.3% 11.3% 54.0% 15.3% 58.0% Maximum Green (s) 39.8 39.8 13.0 39.8 39.8 19.0 13.0 74.2 19.0 80.2 Yellow Time (s) 3.9 3.9 3.0 3.9 3.9 3.0 3.0 3.9 3.0 3.9 All-Red Time (s) 2.3 2.3 1.0 2.3 2.3 1.0 1.0 2.9 1.0 2.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.2 6.2 4.0 6.2 6.2 4.0 4.0 6.8 4.0 6.8 Lead/Lag Lead Lead Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.5 2.5 3.0 2.5 2.5 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None C-Min None C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 24.0 24.0 20.0 20.0 17.0 17.0 Pedestrian Calls (#/hr) 1 1 3 3 0 3 Act Effct Green (s) 32.6 32.6 48.4 32.6 32.6 54.3 97.2 84.9 106.7 90.8 Actuated g/C Ratio 0.22 0.22 0.32 0.22 0.22 0.36 0.65 0.57 0.71 0.61 v/c Ratio 1.10 0.47 0.25 0.63 0.78 0.46 0.43 0.76 0.75 0.58 Control Delay 168.9 54.1 13.1 66.9 69.2 32.4 11.0 20.5 33.6 24.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 168.9 54.1 13.1 66.9 69.2 32.4 11.0 20.5 33.6 24.3 LOS F D B E E C B C C C Lanes, Volumes, Timings 21: 19th Ave & Baxter Ln 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM No Build Synchro 8 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 72.9 54.9 19.7 25.7 Approach LOS E D B C Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 28 (19%), Referenced to phase 2:SBTL and 6:NBTL, Start of 1st Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.10 Intersection Signal Delay: 33.4 Intersection LOS: C Intersection Capacity Utilization 97.7% ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 21: 19th Ave & Baxter Ln Lanes, Volumes, Timings 15: 19th Ave & Tschache Ln 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM No Build Synchro 8 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 145 42 92 175 40 146 86 1262 169 100 1030 51 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 100 0 100 0 250 200 275 200 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (ft) 50 50 125 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.897 0.882 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1539 0 1630 1513 0 1630 3260 1458 1630 3260 1458 Flt Permitted 0.472 0.589 0.229 0.161 Satd. Flow (perm) 810 1539 0 1011 1513 0 393 3260 1458 276 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 73 121 122 51 Link Speed (mph) 30 30 40 40 Link Distance (ft) 884 865 1299 1499 Travel Time (s) 20.1 19.7 22.1 25.6 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 145 42 92 175 40 146 86 1262 169 100 1030 51 Shared Lane Traffic (%) Lane Group Flow (vph) 145 134 0 175 186 0 86 1262 169 100 1030 51 Turn Type Perm NA Perm NA pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 4 4 8 8 522166 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 30.0 30.0 5.0 30.0 30.0 Minimum Split (s) 41.0 41.0 38.0 38.0 9.0 35.6 35.6 9.0 35.6 35.6 Total Split (s) 48.0 48.0 48.0 48.0 10.0 88.0 88.0 14.0 92.0 92.0 Total Split (%) 32.0% 32.0% 32.0% 32.0% 6.7% 58.7% 58.7% 9.3% 61.3% 61.3% Maximum Green (s) 42.0 42.0 42.0 42.0 6.0 82.4 82.4 10.0 86.4 86.4 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.9 3.9 3.0 3.9 3.9 All-Red Time (s) 3.0 3.0 3.0 3.0 1.0 1.7 1.7 1.0 1.7 1.7 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 4.0 5.6 5.6 4.0 5.6 5.6 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Min C-Min None C-Min C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 28.0 28.0 25.0 25.0 14.0 14.0 14.0 14.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 29.8 29.8 29.8 29.8 105.8 96.3 96.3 106.6 96.7 96.7 Actuated g/C Ratio 0.20 0.20 0.20 0.20 0.71 0.64 0.64 0.71 0.64 0.64 v/c Ratio 0.91 0.37 0.88 0.47 0.25 0.60 0.17 0.37 0.49 0.05 Control Delay 106.8 25.0 94.6 21.5 5.3 13.8 3.3 10.4 9.6 2.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 106.8 25.0 94.6 21.5 5.3 13.8 3.3 10.4 9.6 2.1 L O S FC FC ABABAA Lanes, Volumes, Timings 15: 19th Ave & Tschache Ln 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM No Build Synchro 8 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 67.5 56.9 12.1 9.3 Approach LOS EEBA Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 30 (20%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 20.6 Intersection LOS: C Intersection Capacity Utilization 82.7% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 15: 19th Ave & Tschache Ln Lanes, Volumes, Timings 12: 19th Ave & Oak St 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM No Build Synchro 8 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 231 319 91 302 676 254 206 1056 246 207 890 182 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 220 220 250 250 425 425 300 265 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 65 140 150 150 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 3260 1458 1630 3260 1458 1630 3260 1458 1630 3260 1458 Flt Permitted 0.173 0.406 0.198 0.121 Satd. Flow (perm) 297 3260 1458 697 3260 1458 340 3260 1458 208 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 91 61 151 91 Link Speed (mph) 35 45 40 40 Link Distance (ft) 781 1447 2670 1299 Travel Time (s) 15.2 21.9 45.5 22.1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 231 319 91 302 676 254 206 1056 246 207 890 182 Shared Lane Traffic (%) Lane Group Flow (vph) 231 319 91 302 676 254 206 1056 246 207 890 182 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 381745167523 Permitted Phases 8 8 4 4 6 6 2 2 Detector Phase 381744166522 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 30.0 5.0 5.0 30.0 5.0 Minimum Split (s) 9.0 34.9 9.0 9.0 34.9 9.0 9.0 37.2 9.0 9.0 36.2 9.0 Total Split (s) 22.0 37.0 18.0 28.0 43.0 19.0 18.0 66.0 28.0 19.0 67.0 22.0 Total Split (%) 14.7% 24.7% 12.0% 18.7% 28.7% 12.7% 12.0% 44.0% 18.7% 12.7% 44.7% 14.7% Maximum Green (s) 18.0 30.1 14.0 24.0 36.1 15.0 14.0 59.8 24.0 15.0 60.8 18.0 Yellow Time (s) 3.0 4.3 3.0 3.0 4.3 3.0 3.0 3.9 3.0 3.0 3.9 3.0 All-Red Time (s) 1.0 2.6 1.0 1.0 2.6 1.0 1.0 2.3 1.0 1.0 2.3 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.9 4.0 4.0 6.9 4.0 4.0 6.2 4.0 4.0 6.2 4.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None C-Min None None C-Min None Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 21.0 21.0 24.0 16.0 Pedestrian Calls (#/hr)2520 Act Effct Green (s) 51.5 30.3 50.4 59.4 34.8 56.1 76.8 61.4 90.3 79.3 62.6 87.1 Actuated g/C Ratio 0.34 0.20 0.34 0.40 0.23 0.37 0.51 0.41 0.60 0.53 0.42 0.58 v/c Ratio 0.88 0.48 0.17 0.72 0.90 0.44 0.72 0.79 0.26 0.84 0.65 0.21 Control Delay 66.6 55.7 7.0 44.1 71.1 28.3 30.5 33.6 5.9 53.8 38.7 14.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.6 55.7 7.0 44.1 71.1 28.3 30.5 33.6 5.9 53.8 38.7 14.0 L O S EEADECCCADDB Lanes, Volumes, Timings 12: 19th Ave & Oak St 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM No Build Synchro 8 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 52.7 55.7 28.7 37.6 Approach LOS D E C D Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 116 (77%), Referenced to phase 2:SBTL and 6:NBTL, Start of 1st Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 41.6 Intersection LOS: D Intersection Capacity Utilization 95.9% ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 12: 19th Ave & Oak St Lanes, Volumes, Timings 56: N. 15th St. & Oak St 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM No Build Synchro 8 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 73 557 94 72 977 51 191 18 93 51 18 88 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 115 115 130 0 100 0 100 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.978 0.993 0.874 0.875 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 3188 0 1630 3237 0 1630 1500 0 1630 1501 0 Flt Permitted 0.225 0.399 0.689 0.685 Satd. Flow (perm) 386 3188 0 685 3237 0 1182 1500 0 1175 1501 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 40 11 93 74 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1447 777 360 409 Travel Time (s) 32.9 17.7 8.2 9.3 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 73 557 94 72 977 51 191 18 93 51 18 88 Shared Lane Traffic (%) Lane Group Flow (vph) 73 651 0 72 1028 0 191 111 0 51 106 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4826 Permitted Phases 4826 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 25.0 25.0 25.0 25.0 6.0 6.0 6.0 6.0 Minimum Split (s) 34.6 34.6 34.6 34.6 27.0 27.0 27.0 27.0 Total Split (s) 37.0 37.0 37.0 37.0 28.0 28.0 28.0 28.0 Total Split (%) 56.9% 56.9% 56.9% 56.9% 43.1% 43.1% 43.1% 43.1% Maximum Green (s) 31.4 31.4 31.4 31.4 22.0 22.0 22.0 22.0 Yellow Time (s) 3.6 3.6 3.6 3.6 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.6 5.6 5.6 5.6 6.0 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 22.0 22.0 22.0 22.0 14.0 14.0 14.0 14.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 27.6 27.6 27.6 27.6 13.8 13.8 13.8 13.8 Actuated g/C Ratio 0.52 0.52 0.52 0.52 0.26 0.26 0.26 0.26 v/c Ratio 0.36 0.39 0.20 0.61 0.62 0.24 0.17 0.24 Control Delay 16.1 8.8 10.3 11.7 27.3 6.9 16.6 8.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.1 8.8 10.3 11.7 27.3 6.9 16.6 8.3 L O S BA BB CA BA Lanes, Volumes, Timings 56: N. 15th St. & Oak St 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM No Build Synchro 8 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 9.5 11.6 19.8 11.0 Approach LOS ABBB Intersection Summary Area Type: Other Cycle Length: 65 Actuated Cycle Length: 53.2 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 12.0 Intersection LOS: B Intersection Capacity Utilization 84.4% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 56: N. 15th St. & Oak St Lanes, Volumes, Timings 21: 19th Ave & Baxter Ln 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM Build Synchro 8 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 118 185 138 122 303 301 136 1294 113 238 1028 114 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 275 275 150 180 350 0 315 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 125 100 100 160 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.988 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1716 1458 1630 1716 1458 1630 3221 0 1630 3211 0 Flt Permitted 0.282 0.507 0.204 0.087 Satd. Flow (perm) 484 1716 1458 870 1716 1458 350 3221 0 149 3211 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 87 30 8 12 Link Speed (mph) 30 30 30 40 Link Distance (ft) 833 1074 1499 2678 Travel Time (s) 18.9 24.4 34.1 45.6 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 118 185 138 122 303 301 136 1294 113 238 1028 114 Shared Lane Traffic (%) Lane Group Flow (vph) 118 185 138 122 303 301 136 1407 0 238 1142 0 Turn Type Perm NA pm+ov Perm NA pm+ov pm+pt NA pm+pt NA Protected Phases 8 1 4516 52 Permitted Phases 8 8 4 4 6 2 Detector Phase 88144416 52 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 20.0 5.0 20.0 Minimum Split (s) 37.2 37.2 9.0 33.2 33.2 9.0 9.0 30.8 9.0 30.8 Total Split (s) 45.0 45.0 17.0 45.0 45.0 25.0 17.0 80.0 25.0 88.0 Total Split (%) 30.0% 30.0% 11.3% 30.0% 30.0% 16.7% 11.3% 53.3% 16.7% 58.7% Maximum Green (s) 38.8 38.8 13.0 38.8 38.8 21.0 13.0 73.2 21.0 81.2 Yellow Time (s) 3.9 3.9 3.0 3.9 3.9 3.0 3.0 3.9 3.0 3.9 All-Red Time (s) 2.3 2.3 1.0 2.3 2.3 1.0 1.0 2.9 1.0 2.9 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.2 6.2 4.0 6.2 6.2 4.0 4.0 6.8 4.0 6.8 Lead/Lag Lead Lead Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.5 2.5 3.0 2.5 2.5 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None C-Min None C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 24.0 24.0 20.0 20.0 17.0 17.0 Pedestrian Calls (#/hr) 1 1 3 3 0 3 Act Effct Green (s) 33.9 33.9 49.8 33.9 33.9 58.8 93.0 80.4 105.9 89.4 Actuated g/C Ratio 0.23 0.23 0.33 0.23 0.23 0.39 0.62 0.54 0.71 0.60 v/c Ratio 1.08 0.48 0.25 0.62 0.78 0.51 0.45 0.81 0.82 0.60 Control Delay 162.6 53.6 13.9 65.4 68.5 33.0 11.9 22.0 47.9 24.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 162.6 53.6 13.9 65.4 68.5 33.0 11.9 22.0 47.9 24.1 LOS F D B E E C B C D C Lanes, Volumes, Timings 21: 19th Ave & Baxter Ln 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM Build Synchro 8 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 70.3 53.3 21.1 28.2 Approach LOS E D C C Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 22 (15%), Referenced to phase 2:SBTL and 6:NBTL, Start of 1st Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.08 Intersection Signal Delay: 34.5 Intersection LOS: C Intersection Capacity Utilization 100.8% ICU Level of Service G Analysis Period (min) 15 Splits and Phases: 21: 19th Ave & Baxter Ln Lanes, Volumes, Timings 15: 19th Ave & Tschache Ln 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM Build Synchro 8 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 145 45 92 237 43 160 86 1262 221 122 1030 51 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 100 0 100 0 250 200 275 200 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (ft) 50 50 125 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.899 0.882 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 1542 0 1630 1513 0 1630 3260 1458 1630 3260 1458 Flt Permitted 0.492 0.612 0.221 0.136 Satd. Flow (perm) 844 1542 0 1050 1513 0 379 3260 1458 233 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 73 133 141 51 Link Speed (mph) 30 30 40 40 Link Distance (ft) 884 865 1299 1499 Travel Time (s) 20.1 19.7 22.1 25.6 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 145 45 92 237 43 160 86 1262 221 122 1030 51 Shared Lane Traffic (%) Lane Group Flow (vph) 145 137 0 237 203 0 86 1262 221 122 1030 51 Turn Type Perm NA Perm NA pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 4 4 8 8 522166 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 30.0 30.0 5.0 30.0 30.0 Minimum Split (s) 41.0 41.0 38.0 38.0 9.0 35.6 35.6 9.0 35.6 35.6 Total Split (s) 55.0 55.0 55.0 55.0 10.0 79.0 79.0 16.0 85.0 85.0 Total Split (%) 36.7% 36.7% 36.7% 36.7% 6.7% 52.7% 52.7% 10.7% 56.7% 56.7% Maximum Green (s) 49.0 49.0 49.0 49.0 6.0 73.4 73.4 12.0 79.4 79.4 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.9 3.9 3.0 3.9 3.9 All-Red Time (s) 3.0 3.0 3.0 3.0 1.0 1.7 1.7 1.0 1.7 1.7 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 4.0 5.6 5.6 4.0 5.6 5.6 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Min C-Min None C-Min C-Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 28.0 28.0 25.0 25.0 14.0 14.0 14.0 14.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 37.7 37.7 37.7 37.7 95.6 86.7 86.7 100.5 89.3 89.3 Actuated g/C Ratio 0.25 0.25 0.25 0.25 0.64 0.58 0.58 0.67 0.60 0.60 v/c Ratio 0.68 0.31 0.90 0.42 0.28 0.67 0.25 0.49 0.53 0.06 Control Delay 65.9 21.3 87.6 17.6 7.1 19.0 4.2 24.5 11.9 1.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 65.9 21.3 87.6 17.6 7.1 19.0 4.2 24.5 11.9 1.6 LOS E C F B A B A C B A Lanes, Volumes, Timings 15: 19th Ave & Tschache Ln 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM Build Synchro 8 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 44.2 55.3 16.3 12.8 Approach LOS D E B B Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 22 (15%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 22.2 Intersection LOS: C Intersection Capacity Utilization 86.2% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 15: 19th Ave & Tschache Ln Lanes, Volumes, Timings 12: 19th Ave & Oak St 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM Build Synchro 8 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 236 319 91 302 676 278 206 1080 246 235 918 188 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 220 220 250 250 425 425 300 265 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 65 140 150 150 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 3260 1458 1630 3260 1458 1630 3260 1458 1630 3260 1458 Flt Permitted 0.165 0.404 0.193 0.099 Satd. Flow (perm) 283 3260 1458 693 3260 1458 331 3260 1458 170 3260 1458 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 91 54 138 95 Link Speed (mph) 35 45 40 40 Link Distance (ft) 781 1447 2670 1299 Travel Time (s) 15.2 21.9 45.5 22.1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 236 319 91 302 676 278 206 1080 246 235 918 188 Shared Lane Traffic (%) Lane Group Flow (vph) 236 319 91 302 676 278 206 1080 246 235 918 188 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 381745167523 Permitted Phases 8 8 4 4 6 6 2 2 Detector Phase 381744166522 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 30.0 5.0 5.0 30.0 5.0 Minimum Split (s) 9.0 34.9 9.0 9.0 34.9 9.0 9.0 37.2 9.0 9.0 36.2 9.0 Total Split (s) 22.0 36.0 19.0 28.0 42.0 22.0 19.0 64.0 28.0 22.0 67.0 22.0 Total Split (%) 14.7% 24.0% 12.7% 18.7% 28.0% 14.7% 12.7% 42.7% 18.7% 14.7% 44.7% 14.7% Maximum Green (s) 18.0 29.1 15.0 24.0 35.1 18.0 15.0 57.8 24.0 18.0 60.8 18.0 Yellow Time (s) 3.0 4.3 3.0 3.0 4.3 3.0 3.0 3.9 3.0 3.0 3.9 3.0 All-Red Time (s) 1.0 2.6 1.0 1.0 2.6 1.0 1.0 2.3 1.0 1.0 2.3 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.9 4.0 4.0 6.9 4.0 4.0 6.2 4.0 4.0 6.2 4.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None C-Min None None C-Min None Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 21.0 21.0 24.0 16.0 Pedestrian Calls (#/hr)2520 Act Effct Green (s) 51.4 30.1 50.9 58.4 34.2 58.5 75.1 59.0 87.6 81.9 62.5 87.0 Actuated g/C Ratio 0.34 0.20 0.34 0.39 0.23 0.39 0.50 0.39 0.58 0.55 0.42 0.58 v/c Ratio 0.90 0.49 0.16 0.74 0.91 0.46 0.72 0.84 0.27 0.90 0.68 0.21 Control Delay 73.6 56.2 7.0 45.5 73.3 29.5 33.8 39.1 7.0 61.0 42.4 13.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 73.6 56.2 7.0 45.5 73.3 29.5 33.8 39.1 7.0 61.0 42.4 13.0 L O S EEADECCDAEDB Lanes, Volumes, Timings 12: 19th Ave & Oak St 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM Build Synchro 8 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 55.6 56.9 33.2 41.6 Approach LOS E E C D Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 115 (77%), Referenced to phase 2:SBTL and 6:NBTL, Start of 1st Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 44.8 Intersection LOS: D Intersection Capacity Utilization 98.6% ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 12: 19th Ave & Oak St Lanes, Volumes, Timings 56: N. 15th St. & Oak St 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM Build Synchro 8 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 73 582 97 72 998 51 194 18 93 51 18 88 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 115 115 130 0 100 0 100 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.979 0.993 0.874 0.875 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 3191 0 1630 3237 0 1630 1500 0 1630 1501 0 Flt Permitted 0.218 0.384 0.689 0.685 Satd. Flow (perm) 374 3191 0 659 3237 0 1182 1500 0 1175 1501 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 41 11 93 74 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1447 777 360 409 Travel Time (s) 32.9 17.7 8.2 9.3 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 73 582 97 72 998 51 194 18 93 51 18 88 Shared Lane Traffic (%) Lane Group Flow (vph) 73 679 0 72 1049 0 194 111 0 51 106 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4826 Permitted Phases 4826 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 25.0 25.0 25.0 25.0 6.0 6.0 6.0 6.0 Minimum Split (s) 34.6 34.6 34.6 34.6 27.0 27.0 27.0 27.0 Total Split (s) 37.8 37.8 37.8 37.8 27.2 27.2 27.2 27.2 Total Split (%) 58.2% 58.2% 58.2% 58.2% 41.8% 41.8% 41.8% 41.8% Maximum Green (s) 32.2 32.2 32.2 32.2 21.2 21.2 21.2 21.2 Yellow Time (s) 3.6 3.6 3.6 3.6 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.6 5.6 5.6 5.6 6.0 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 22.0 22.0 22.0 22.0 14.0 14.0 14.0 14.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 27.9 27.9 27.9 27.9 13.8 13.8 13.8 13.8 Actuated g/C Ratio 0.52 0.52 0.52 0.52 0.26 0.26 0.26 0.26 v/c Ratio 0.38 0.40 0.21 0.62 0.64 0.24 0.17 0.24 Control Delay 16.4 8.8 10.3 11.8 28.2 7.1 17.0 8.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.4 8.8 10.3 11.8 28.2 7.1 17.0 8.5 L O S BA BB CA BA Lanes, Volumes, Timings 56: N. 15th St. & Oak St 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM Build Synchro 8 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 9.6 11.7 20.5 11.2 Approach LOS A B C B Intersection Summary Area Type: Other Cycle Length: 65 Actuated Cycle Length: 53.5 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.64 Intersection Signal Delay: 12.1 Intersection LOS: B Intersection Capacity Utilization 85.2% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 56: N. 15th St. & Oak St Lanes, Volumes, Timings 55: N. 15th St. & Oak St 4/29/2020 19th Ave Bozeman 4/22/2020 Peak AM Buid with 15th Ave Extension Synchro 8 Report WGM Group Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 62 805 155 45 401 54 55 14 54 62 10 47 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 115 115 130 0 100 0 100 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.976 0.982 0.881 0.876 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 3182 0 1630 3201 0 1630 1512 0 1630 1503 0 Flt Permitted 0.490 0.290 0.851 0.851 Satd. Flow (perm) 841 3182 0 498 3201 0 1460 1512 0 1460 1503 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 47 31 54 47 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1447 777 360 409 Travel Time (s) 32.9 17.7 8.2 9.3 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 62 805 155 45 401 54 55 14 54 62 10 47 Shared Lane Traffic (%) Lane Group Flow (vph) 62 960 0 45 455 0 55 68 0 62 57 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4826 Permitted Phases 4826 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 25.0 25.0 25.0 25.0 6.0 6.0 6.0 6.0 Minimum Split (s) 34.6 34.6 34.6 34.6 27.0 27.0 27.0 27.0 Total Split (s) 37.0 37.0 37.0 37.0 28.0 28.0 28.0 28.0 Total Split (%) 56.9% 56.9% 56.9% 56.9% 43.1% 43.1% 43.1% 43.1% Maximum Green (s) 31.4 31.4 31.4 31.4 22.0 22.0 22.0 22.0 Yellow Time (s) 3.6 3.6 3.6 3.6 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.6 5.6 5.6 5.6 6.0 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 22.0 22.0 22.0 22.0 14.0 14.0 14.0 14.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 30.3 30.3 30.3 30.3 8.0 8.0 8.1 8.1 Actuated g/C Ratio 0.74 0.74 0.74 0.74 0.20 0.20 0.20 0.20 v/c Ratio 0.10 0.41 0.12 0.19 0.19 0.20 0.22 0.17 Control Delay 5.3 5.3 6.1 4.1 18.1 9.3 18.4 9.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.3 5.3 6.1 4.1 18.1 9.3 18.4 9.1 L O S AA AA BA BA Lanes, Volumes, Timings 55: N. 15th St. & Oak St 4/29/2020 19th Ave Bozeman 4/22/2020 Peak AM Buid with 15th Ave Extension Synchro 8 Report WGM Group Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 5.3 4.3 13.3 14.0 Approach LOS AABB Intersection Summary Area Type: Other Cycle Length: 65 Actuated Cycle Length: 41 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.41 Intersection Signal Delay: 6.2 Intersection LOS: A Intersection Capacity Utilization 75.1% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 55: N. 15th St. & Oak St Lanes, Volumes, Timings 56: N. 15th St. & Oak St 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM Build with 15th Ave Extension Synchro 8 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 73 536 115 72 998 52 191 21 93 78 21 88 Ideal Flow (vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Storage Length (ft) 115 115 130 0 100 0 100 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.974 0.993 0.878 0.879 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1630 3175 0 1630 3237 0 1630 1506 0 1630 1508 0 Flt Permitted 0.218 0.399 0.687 0.684 Satd. Flow (perm) 374 3175 0 685 3237 0 1179 1506 0 1174 1508 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 55 11 93 74 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1447 777 360 409 Travel Time (s) 32.9 17.7 8.2 9.3 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 73 536 115 72 998 52 191 21 93 78 21 88 Shared Lane Traffic (%) Lane Group Flow (vph) 73 651 0 72 1050 0 191 114 0 78 109 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4826 Permitted Phases 4826 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 25.0 25.0 25.0 25.0 6.0 6.0 6.0 6.0 Minimum Split (s) 34.6 34.6 34.6 34.6 27.0 27.0 27.0 27.0 Total Split (s) 37.8 37.8 37.8 37.8 27.2 27.2 27.2 27.2 Total Split (%) 58.2% 58.2% 58.2% 58.2% 41.8% 41.8% 41.8% 41.8% Maximum Green (s) 32.2 32.2 32.2 32.2 21.2 21.2 21.2 21.2 Yellow Time (s) 3.6 3.6 3.6 3.6 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.6 5.6 5.6 5.6 6.0 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 22.0 22.0 22.0 22.0 14.0 14.0 14.0 14.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 27.9 27.9 27.9 27.9 13.7 13.7 13.7 13.7 Actuated g/C Ratio 0.52 0.52 0.52 0.52 0.26 0.26 0.26 0.26 v/c Ratio 0.37 0.39 0.20 0.62 0.63 0.25 0.26 0.25 Control Delay 16.3 8.5 10.1 11.7 28.1 7.3 18.3 8.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.3 8.5 10.1 11.7 28.1 7.3 18.3 8.7 L O S BA BB CA BA Lanes, Volumes, Timings 56: N. 15th St. & Oak St 4/29/2020 19th Ave Bozeman 6/27/2019 Peak PM Build with 15th Ave Extension Synchro 8 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 9.2 11.6 20.3 12.7 Approach LOS A B C B Intersection Summary Area Type: Other Cycle Length: 65 Actuated Cycle Length: 53.4 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 12.1 Intersection LOS: B Intersection Capacity Utilization 85.1% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 56: N. 15th St. & Oak St HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection Oak Street and N 11th Agency/Co.WGM Group Jurisdiction Date Performed 4/21/20 East/West Street Oak Street Analysis Year 2022 North/South Street N 11th Avenue Time Analyzed Peak AM No-Build Peak Hour Factor 0.75 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 1 Configuration L T TR L T TR LTR LT R Volume (veh/h)0 24 859 5 0 0 492 69 0 5 2 91 0 29 Percent Heavy Vehicles (%)2 2 2 2 2 2 2 2 2 2 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 Critical Headway (sec)4.14 4.14 7.54 6.54 6.94 7.54 6.54 6.94 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)32 0 9 121 39 Capacity, c (veh/h)856 602 80 98 623 v/c Ratio 0.04 0.00 0.12 1.24 0.06 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.4 8.4 0.2 Control Delay (s/veh)9.4 11.0 55.7 249.6 11.2 Level of Service (LOS)A B F F B Approach Delay (s/veh)0.3 0.0 55.7 192.0 Approach LOS F F Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/21/2020 4:07:36 PMEAMNB.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection Oak Street and N 11th Agency/Co.WGM Group Jurisdiction Date Performed 4/21/20 East/West Street Oak Street Analysis Year 2022 North/South Street N 11th Avenue Time Analyzed Peak AM Build Peak Hour Factor 0.75 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 1 Configuration L T TR L T TR LTR LT R Volume (veh/h)0 24 879 5 0 0 516 71 0 5 2 92 0 29 Percent Heavy Vehicles (%)2 2 2 2 2 2 2 2 2 2 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 Critical Headway (sec)4.14 4.14 7.54 6.54 6.94 7.54 6.54 6.94 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)32 0 9 123 39 Capacity, c (veh/h)831 588 74 89 607 v/c Ratio 0.04 0.00 0.13 1.37 0.06 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.4 9.2 0.2 Control Delay (s/veh)9.5 11.1 60.9 307.9 11.3 Level of Service (LOS)A B F F B Approach Delay (s/veh)0.3 0.0 60.9 236.8 Approach LOS F F Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/21/2020 4:11:14 PMEAMB.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection Oak Street and N 11th Agency/Co.WGM Group Jurisdiction Date Performed 4/21/20 East/West Street Oak Street Analysis Year 2022 North/South Street N 11th Avenue Time Analyzed Peak PM No-Build Peak Hour Factor 0.94 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 1 Configuration L T TR L T TR LTR LT R Volume (veh/h)0 26 692 5 0 2 1057 63 2 4 2 103 0 34 Percent Heavy Vehicles (%)2 2 2 2 2 2 2 2 2 2 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 Critical Headway (sec)4.14 4.14 7.54 6.54 6.94 7.54 6.54 6.94 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)28 2 9 110 36 Capacity, c (veh/h)582 861 85 65 447 v/c Ratio 0.05 0.00 0.10 1.67 0.08 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.3 9.7 0.3 Control Delay (s/veh)11.5 9.2 52.2 465.0 13.8 Level of Service (LOS)B A F F B Approach Delay (s/veh)0.4 0.0 52.2 353.0 Approach LOS F F Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/21/2020 4:14:39 PMEPMNB.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection Oak Street and N 11th Agency/Co.WGM Group Jurisdiction Date Performed 4/21/20 East/West Street Oak Street Analysis Year 2022 North/South Street N 11th Avenue Time Analyzed Peak PM Build Peak Hour Factor 0.94 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 1 Configuration L T TR L T TR LTR LT R Volume (veh/h)0 26 717 5 0 2 1078 64 2 4 2 105 0 34 Percent Heavy Vehicles (%)2 2 2 2 2 2 2 2 2 2 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 Critical Headway (sec)4.14 4.14 7.54 6.54 6.94 7.54 6.54 6.94 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)28 2 9 112 36 Capacity, c (veh/h)570 842 79 61 439 v/c Ratio 0.05 0.00 0.11 1.83 0.08 95% Queue Length, Q₉₅ (veh)0.2 0.0 0.3 10.4 0.3 Control Delay (s/veh)11.6 9.3 56.0 537.4 13.9 Level of Service (LOS)B A F F B Approach Delay (s/veh)0.4 0.0 56.0 409.3 Approach LOS F F Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/21/2020 4:16:25 PMEPMB.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection N 11th and Baxter Agency/Co.WGM Group Jurisdiction Date Performed 4/21/20 East/West Street Baxter Lane Analysis Year 2022 North/South Street N 11th Avenue Time Analyzed Peak AM No-Build Peak Hour Factor 0.86 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 1 1 0 0 1 0 0 0 0 Configuration TR L T LR Volume (veh/h)293 78 35 266 28 6 Percent Heavy Vehicles (%)2 2 2 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.12 6.42 6.22 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.22 3.52 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)41 40 Capacity, c (veh/h)1128 384 v/c Ratio 0.04 0.10 95% Queue Length, Q₉₅ (veh)0.1 0.3 Control Delay (s/veh)8.3 15.4 Level of Service (LOS)A C Approach Delay (s/veh)1.0 15.4 Approach LOS C Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/21/2020 4:27:34 PMFAMNB.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection N 11th and Baxter Agency/Co.WGM Group Jurisdiction Date Performed 4/21/20 East/West Street Baxter Lane Analysis Year 2022 North/South Street N 11th Avenue Time Analyzed Peak AM Build Peak Hour Factor 0.86 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 1 1 0 0 1 0 0 0 0 Configuration TR L T LR Volume (veh/h)302 79 35 277 30 6 Percent Heavy Vehicles (%)2 2 2 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.12 6.42 6.22 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.22 3.52 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)41 42 Capacity, c (veh/h)1117 370 v/c Ratio 0.04 0.11 95% Queue Length, Q₉₅ (veh)0.1 0.4 Control Delay (s/veh)8.3 16.0 Level of Service (LOS)A C Approach Delay (s/veh)0.9 16.0 Approach LOS C Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/21/2020 4:29:59 PMFAMB.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection N 11th and Baxter Agency/Co.WGM Group Jurisdiction Date Performed 4/21/20 East/West Street Baxter Lane Analysis Year 2022 North/South Street N 11th Avenue Time Analyzed Peak PM No-Build Peak Hour Factor 0.90 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 1 1 0 0 1 0 0 0 0 Configuration TR L T LR Volume (veh/h)310 56 34 484 48 13 Percent Heavy Vehicles (%)2 2 2 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.12 6.42 6.22 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.22 3.52 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)38 68 Capacity, c (veh/h)1152 304 v/c Ratio 0.03 0.22 95% Queue Length, Q₉₅ (veh)0.1 0.8 Control Delay (s/veh)8.2 20.2 Level of Service (LOS)A C Approach Delay (s/veh)0.5 20.2 Approach LOS C Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/21/2020 4:32:59 PMFPMNB.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection N 11th and Baxter Agency/Co.WGM Group Jurisdiction Date Performed 4/21/20 East/West Street Baxter Lane Analysis Year 2022 North/South Street N 11th Avenue Time Analyzed Peak PM Build Peak Hour Factor 0.90 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 1 1 0 0 1 0 0 0 0 Configuration TR L T LR Volume (veh/h)321 58 34 493 49 13 Percent Heavy Vehicles (%)2 2 2 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.12 6.42 6.22 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.22 3.52 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)38 69 Capacity, c (veh/h)1138 294 v/c Ratio 0.03 0.23 95% Queue Length, Q₉₅ (veh)0.1 0.9 Control Delay (s/veh)8.3 21.0 Level of Service (LOS)A C Approach Delay (s/veh)0.5 21.0 Approach LOS C Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/21/2020 4:34:48 PMFPMB.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection Baxter Lane and Sacco Dr Agency/Co.WGM Group Jurisdiction Date Performed 4/21/2020 East/West Street Baxter Lane Analysis Year 2022 North/South Street Sacco Drive Time Analyzed Peak AM No-Build Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 1 1 0 0 1 0 0 1 0 Configuration L TR L TR LTR LTR Volume (veh/h)7 366 12 9 251 3 27 1 10 5 0 5 Percent Heavy Vehicles (%)2 2 2 2 2 2 2 2 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 Critical Headway (sec)4.12 4.12 7.12 6.52 6.22 7.12 6.52 6.22 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)8 10 41 11 Capacity, c (veh/h)1287 1148 388 464 v/c Ratio 0.01 0.01 0.11 0.02 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.4 0.1 Control Delay (s/veh)7.8 8.2 15.4 12.9 Level of Service (LOS)A A C B Approach Delay (s/veh)0.1 0.3 15.4 12.9 Approach LOS C B Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/21/2020 4:54:37 PMJAMNB.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection Baxter Lane and Sacco Dr Agency/Co.WGM Group Jurisdiction Date Performed 4/21/2020 East/West Street Baxter Lane Analysis Year 2022 North/South Street Sacco Drive Time Analyzed Peak AM Build Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 1 1 0 0 1 0 0 1 0 Configuration L TR L TR LTR LTR Volume (veh/h)7 366 62 21 251 3 78 1 20 5 0 5 Percent Heavy Vehicles (%)2 2 2 2 2 2 2 2 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 Critical Headway (sec)4.12 4.12 7.12 6.52 6.22 7.12 6.52 6.22 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)8 23 108 11 Capacity, c (veh/h)1287 1096 344 426 v/c Ratio 0.01 0.02 0.31 0.03 95% Queue Length, Q₉₅ (veh)0.0 0.1 1.3 0.1 Control Delay (s/veh)7.8 8.4 20.1 13.7 Level of Service (LOS)A A C B Approach Delay (s/veh)0.1 0.6 20.1 13.7 Approach LOS C B Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/21/2020 4:56:28 PMJAMB.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection Baxter Lane and Sacco Dr Agency/Co.WGM Group Jurisdiction Date Performed 4/21/2020 East/West Street Baxter Lane Analysis Year 2022 North/South Street Sacco Drive Time Analyzed Peak PM No-Build Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 1 1 0 0 1 0 0 1 0 Configuration L TR L TR LTR LTR Volume (veh/h)2 391 33 19 537 1 17 0 20 4 0 3 Percent Heavy Vehicles (%)2 2 2 2 2 2 2 2 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 Critical Headway (sec)4.12 4.12 7.12 6.52 6.22 7.12 6.52 6.22 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)2 21 40 8 Capacity, c (veh/h)990 1100 307 254 v/c Ratio 0.00 0.02 0.13 0.03 95% Queue Length, Q₉₅ (veh)0.0 0.1 0.4 0.1 Control Delay (s/veh)8.6 8.3 18.5 19.6 Level of Service (LOS)A A C C Approach Delay (s/veh)0.0 0.3 18.5 19.6 Approach LOS C C Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/21/2020 4:58:48 PMJPMNB.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection Baxter Lane and Sacco Dr Agency/Co.WGM Group Jurisdiction Date Performed 4/21/2020 East/West Street Baxter Lane Analysis Year 2022 North/South Street Sacco Drive Time Analyzed Peak PM Build Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 1 1 0 0 1 0 0 1 0 Configuration L TR L TR LTR LTR Volume (veh/h)2 391 76 29 537 1 81 0 32 4 0 3 Percent Heavy Vehicles (%)2 2 2 2 2 2 2 2 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 Critical Headway (sec)4.12 4.12 7.12 6.52 6.22 7.12 6.52 6.22 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)2 32 123 8 Capacity, c (veh/h)990 1057 222 232 v/c Ratio 0.00 0.03 0.55 0.03 95% Queue Length, Q₉₅ (veh)0.0 0.1 3.0 0.1 Control Delay (s/veh)8.6 8.5 39.5 21.0 Level of Service (LOS)A A E C Approach Delay (s/veh)0.0 0.4 39.5 21.0 Approach LOS E C Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/21/2020 5:00:50 PMJPMB.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection Sacco and N Site Access Agency/Co.WGM Group Jurisdiction Date Performed 4/21/20 East/West Street N Site Access Analysis Year 2022 North/South Street Sacco Time Analyzed AM Build Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 1 0 0 0 1 0 0 0 1 0 Configuration LTR LTR LTR LTR Volume (veh/h)7 0 0 9 0 22 0 59 11 27 46 4 Percent Heavy Vehicles (%)2 2 2 2 2 2 2 2 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 Critical Headway (sec)7.12 6.52 6.22 7.12 6.52 6.22 4.12 4.12 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 Follow-Up Headway (sec)3.52 4.02 3.32 3.52 4.02 3.32 2.22 2.22 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)8 34 0 29 Capacity, c (veh/h)737 915 1551 1523 v/c Ratio 0.01 0.04 0.00 0.02 95% Queue Length, Q₉₅ (veh)0.0 0.1 0.0 0.1 Control Delay (s/veh)9.9 9.1 7.3 7.4 Level of Service (LOS)A A A A Approach Delay (s/veh)9.9 9.1 0.0 2.7 Approach LOS A A Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/21/2020 4:40:00 PMGAMB.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection Sacco and N Site Access Agency/Co.WGM Group Jurisdiction Date Performed 4/21/20 East/West Street N Site Access Analysis Year 2022 North/South Street Sacco Time Analyzed PM Build Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 1 0 0 0 1 0 0 0 1 0 Configuration LTR LTR LTR LTR Volume (veh/h)7 0 1 11 0 28 0 88 9 24 65 6 Percent Heavy Vehicles (%)2 2 2 2 2 2 2 2 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 Critical Headway (sec)7.12 6.52 6.22 7.12 6.52 6.22 4.12 4.12 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 Follow-Up Headway (sec)3.52 4.02 3.32 3.52 4.02 3.32 2.22 2.22 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)9 42 0 26 Capacity, c (veh/h)707 873 1521 1486 v/c Ratio 0.01 0.05 0.00 0.02 95% Queue Length, Q₉₅ (veh)0.0 0.2 0.0 0.1 Control Delay (s/veh)10.2 9.3 7.4 7.5 Level of Service (LOS)B A A A Approach Delay (s/veh)10.2 9.3 0.0 2.0 Approach LOS B A Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/21/2020 4:42:38 PMGPMB.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection Tschache and Site Access Agency/Co.WGM Group Jurisdiction Date Performed 4/21/20 East/West Street Tschache Lane Analysis Year 2022 North/South Street South Site Access Time Analyzed AM Build Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 0 0 0 1 0 Configuration LT TR LR Volume (veh/h)114 105 83 0 0 93 Percent Heavy Vehicles (%)2 2 2 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.12 6.42 6.22 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.22 3.52 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)124 101 Capacity, c (veh/h)1505 968 v/c Ratio 0.08 0.10 95% Queue Length, Q₉₅ (veh)0.3 0.3 Control Delay (s/veh)7.6 9.2 Level of Service (LOS)A A Approach Delay (s/veh)4.3 9.2 Approach LOS A Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/21/2020 4:45:58 PMIAMB.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Intersection Tschache and Site Access Agency/Co.WGM Group Jurisdiction Date Performed 4/21/20 East/West Street Tschache Lane Analysis Year 2022 North/South Street South Site Access Time Analyzed PM Build Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description GNB Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 0 0 0 1 0 Configuration LT TR LR Volume (veh/h)98 116 100 0 0 117 Percent Heavy Vehicles (%)2 2 2 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.12 6.42 6.22 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.22 3.52 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)107 127 Capacity, c (veh/h)1482 945 v/c Ratio 0.07 0.13 95% Queue Length, Q₉₅ (veh)0.2 0.5 Control Delay (s/veh)7.6 9.4 Level of Service (LOS)A A Approach Delay (s/veh)3.8 9.4 Approach LOS A Copyright © 2020 University of Florida. All Rights Reserved. HCS™TWSC Version 7.8.5 Generated: 4/23/2020 2:47:13 PMIPMB.xtw