HomeMy WebLinkAbout28 The Guthrie Signa Warrant Study
October 11, 2024
Mikaela Schultz City of Bozeman Transportation & Engineering 20 East Olive Street Bozeman, MT 59715
Reference: Project No. 23509: Traffic Signal Warrant Analysis – North 7th Avenue & West Villard Street North 7th Avenue & West Beall Street Dear Mikaela:
The purpose of this letter is to provide a summary of a traffic signal warrant study that has been completed for the intersections of North 7th Avenue with West Villard Street and West Beall Street in Bozeman, Montana. Traffic demand at these intersections is projected to increase upon the completion of The Guthrie development. The signal warrant study was requested by the City of Bozeman Plan Review. Data used for the analysis included 24-hour turning movement and pedestrian counts, intersection crash history, and other related information presented in The Guthrie Traffic Impact Study (Sanbell, 2023).
Existing Site Conditions
North 7th Avenue (P-118) is a north-south route classified as a principle arterial south of I-90 in the study area by the City of Bozeman and MDT. It connects Main Street in Bozeman to Belgrade after becoming Frontage Road just north of Cultivar Street. Adjacent to its intersections with West Villard Steet and West Beall Steet, North 7th Avenue has two thru lanes in each direction and a posted speed limit of 25 mph. West Villard Steet (L-16-4366) and West Beall Street (L-16-4696) are both east-west routes classified as local streets that have posted speed limits of 25 mph. At the West Villard Street intersection, North 7th Avenue has a northbound left-turn lane and the West Villard Street approaches have dedicated right-turn lanes and shared thru/left lanes. At West Beall Street intersection, the West Beall Street approaches have a single lane for all movements.
Existing Traffic Volumes
Weekday AM and PM peak hour turning movement counts were collected at the study area intersections on Thursday, November 2, 2023. The weekday peak hour periods were found to occur from 7:45 to 8:45 AM and 4:30 to 5:50 PM. Raw count data was adjusted for seasonal variation using MDT seasonal adjustment factors. Detailed traffic count data worksheets are attached.
Mikaela Schultz
October 11, 2024
Page 2
Crash History Analysis
Historical crash data was obtained in support of The Guthrie TIS from MDT for the five-year period from January 1, 2018 through December 31, 2022. No crashes were reported at the North 7th Avenue/West Beall Street intersection during that timeframe. Five crashes were reported at the North 7th Avenue/West Villard Street intersection during that timeframe, with four having property damage only (PDO) and one resulting in an injury.
Of the five crashes at the North 7th Avenue/West Villard Street intersection there was one of each of the following collision types: rear end, right-angle, fixed object, pedestrian, and other. Several changes were made at this intersection sometime in 2020, including removal of a tree obstructing sight distance on the southwest corner, removal of southbound left-turn lane to install a pedestrian RRFB system in the new widened refuge median, and striping shared left-turn/thru and separate right-turn lanes on the east and west legs.
Future Traffic Volumes
For the purposes of projecting future volumes for this analysis, a 15-year Future (2038) horizon was evaluated. Projections for the Future (2038) scenario were calculated by combining Guthrie site-generated traffic assignments with existing traffic volumes grown to future years by applying a yearly background growth rate of 2.0 percent. The background growth rate selected was based on projections calculated for the Bozeman TMP and historical MDT traffic data.
Signal Warrant Analysis
Traffic signal warrants were evaluated at the intersections of West Villard Street and West Beall Street with North 7th Avenue using criteria outlined in the Manual on Uniform Traffic Control Devices (MUTCD) 11th edition, which presents several warrants that can be considered based on traffic volumes, school crossings, crash history, and others. For the purposes of this analysis, Warrant 9 (Intersection Near a Grade Crossing) was not evaluated because there are no railroad crossings near the study intersections. Additionally, satisfaction of the Peak Hour warrant alone should not be considered as warranting a signal, as it is primarily meant for application at office complexes, manufacturing plants, or other high-occupancy vehicle facilities that attract or discharge a large number of vehicles over a short time.
The MUTCD also direction that when the minor approach has a dedicated right turn lane present, a high volume of right-turning vehicles with little or no conflict on the mainline, or when two approach lanes are utilized evenly, the engineer should use judgement as to whether all or a portion of those movement should be considered and how many approach lanes should be used in the traffic warrant evaluation. To be
Mikaela Schultz
October 11, 2024
Page 3
conservative, no reductions in the West Villard Street volumes were implemented for the right-turn lanes.
Existing Conditions (2023) and Future (2038) signal warrant results are shown in Table A below, and the analysis worksheets are attached. No signal warrants are met or close to being met with Existing Conditions (2023) or Future (2038) volumes due to the low volumes on the minor streets of West Villard Street and West Beall Street.
Conclusions and Recommendations
The preceding analysis has shown that traffic volumes at the intersections of North 7th Avenue with West Villiard Street and West Beall Street are not projected to meet signal warrants in the Existing Conditions (2023) or Future (2038) scenarios. Based on the volume projections and traffic/safety analysis presented in this letter, it is not recommended that a traffic signal should be considered with buildout of The Guthrie at with of the project intersections. If you have any questions or concerns, please feel free to contact me at 406-922-4306 or jstaszcuk@sanbell.com.
Sincerely, Joey Staszcuk, PE, PTOE, RSP1 Associate Principal | Community Transportation Studio Manager
KRK/ars/jhs/SG Enc. Traffic Count Data Signal Warrants Worksheets
P:23509_The_Guthrie_ Signal_Warrant_Study_10.11.2024
Table A. Traffic Signal Warrant Analysis Summary
x x x x
x x x x
x x x x
x x x x
x x x x
x x x x
x x x x
x x x x
--------
Yes
No x x x xSignals Warranted
1. Eight-Hour Vehicular Volume
2. Four-Hour Vehicular Volume
3. Peak Hour
4. Pedestrian Volume
5. School Crossing
6. Coordinated Signal System
7. Crash History
9. Intersection Near a Grade Crossing
Future Volumes (2038)
TRAFFIC SIGNAL WARRANTS
8. Roadway Network
North 7th Avenue &
West Beall Street
North 7th Avenue &
West Villard Street
North 7th Avenue &
West Beall Street
North 7th Avenue &
West Villard Street
Existing Volumes (2023)
Intersection:
Jurisdiction:
Project Description:
Int.
Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total
Factor 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0
7:45 AM 2 171 8 1 182 3 126 7 0 136 7 4 0 0 11 8 2 2 0 12 341
8:00 AM 1 149 10 1 161 1 104 1 0 106 11 2 3 0 16 7 5 5 0 17 300
8:15 AM 4 175 3 0 182 2 115 2 0 119 18 2 2 0 22 12 2 2 0 16 339
8:30 AM 0 156 3 1 160 2 103 4 0 109 7 4 1 0 12 4 0 1 0 5 286
Grand Total 7 651 24 3 685 8 448 14 0 470 43 12 6 0 61 31 9 10 0 50 1266
Medium Truck % 0.0 1.8 4.2 0.0 1.9 0.0 1.8 7.1 0.0 1.9 2.3 25.0 0.0 0.0 6.6 3.2 0.0 0.0 0.0 2.0
Heavy Truck % 0.0 0.5 0.0 0.0 0.4 0.0 0.4 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Truck % 0.0 2.3 4.2 0.0 2.3 0.0 2.2 7.1 0.0 2.3 2.3 25.0 0.0 0.0 6.6 3.2 0.0 0.0 0.0 2.0
Total % 0.6 51.4 1.9 0.2 54.1 0.6 35.4 1.1 0.0 37.1 3.4 0.9 0.5 0.0 4.8 2.4 0.7 0.8 0.0 3.9 100.0
PHF 0.94 0.94 0.94 0.87 0.87 0.87 1.00 1.00 1.00 1.00 1.00 1.00 0.93
RT TH LT U
7 651 24 3
31RT9TH10LT0UU0LT6TH12RT430 14 448 8
U LT TH RT
704 470
Out In
N 7th AvenueIn30 Out44Total Entering
1266Out 50InN 7th Avenue
685
In Out
488
W Villard StreetW Villard Street61Bozeman, MTThursday, November 2, 2023Date Performed:
Count Time Period:
The Guthrie TIS
N 7th Avenue W Villard Street
W Villard Street
Vehicle Volumes and Adjustments
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
General Information
N 7th Ave & W Villard StCounted By:
Westbound
Agency/Company:
Rafael Teixeira
Sanderson Stewart
North/South Street: N 7th Avenue
AM Peak Hour (7:45 - 8:45 AM)
23509Project Number:
Southbound
N 7th Avenue
Northbound
W Villard Street
Eastbound
East/West Street:
NNNNNNNNNN
Intersection:
Jurisdiction:
Project Description:
Int.
Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total
Factor 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0
4:30 PM 5 145 3 2 155 3 206 5 2 216 2 0 2 0 4 5 2 1 0 8 383
4:45 PM 1 164 1 1 167 7 200 3 0 210 3 1 1 0 5 7 0 0 0 7 389
5:00 PM 5 175 2 1 183 2 256 7 0 265 5 0 2 0 7 3 1 2 0 6 461
5:15 PM 5 200 3 2 210 4 236 4 1 245 3 1 3 0 7 7 0 2 0 9 471
Grand Total 16 684 9 6 715 16 898 19 3 936 13 2 8 0 23 22 3 5 0 30 1704
Medium Truck % 0.0 1.0 0.0 0.0 1.0 0.0 1.2 0.0 0.0 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Heavy Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Truck % 0.0 1.0 0.0 0.0 1.0 0.0 1.4 0.0 0.0 1.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total % 0.9 40.1 0.5 0.4 42.0 0.9 52.7 1.1 0.2 54.9 0.8 0.1 0.5 0.0 1.3 1.3 0.2 0.3 0.0 1.8 100.0
PHF 0.85 0.85 0.85 0.95 0.95 0.95 0.82 0.82 0.82 0.83 0.83 0.83 0.90
RT TH LT U
16 684 9 6
22RT3TH5LT0UU0LT8TH2RT133 19 898 16
U LT TH RT
N 7th Avenue W Villard StreetTotal Entering
1704 30In705 936
Out In
N 7th Avenue
In Out
715 934
W Villard StreetOut38Vehicle Volumes and Adjustments
N 7th Avenue N 7th Avenue W Villard Street W Villard Street
Southbound Northbound Eastbound Westbound
In2327OutNorth/South Street: N 7th Avenue W Villard Street
Date Performed: Thursday, November 2, 2023 Bozeman, MT
Count Time Period: PM Peak Hour (4:30 - 5:30 PM)
Project Number: 23509 The Guthrie TIS
East/West Street:
Agency/Company: Sanderson Stewart
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
General Information
Counted By: Rafael Teixeira N 7th Ave & W Villard St
NNNNNNNNNN
1.000HourBegin EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB ADT EB WB ADT0:00 0 0 0 0 0 0.0% 0.0% 0.0%1:00 1 0 1 0 1 0.3% 0.0% 0.1%2:00 0 0 0 0 0 0.0% 0.0% 0.0%3:00 0 1 0 1 1 0.0% 0.2% 0.1%4:00 1 2 1 2 3 0.3% 0.4% 0.4%5:00 1 2 1 2 3 0.3% 0.4% 0.4%6:00 13 7 13 7 20 3.5% 1.5% 2.3%7:00 22 16 22 16 38 5.9% 3.3% 4.4%8:00 40 46 40 46 86 10.6% 9.6% 10.1%9:00 16 22 16 22 38 4.3% 4.6% 4.4%10:00 19 25 19 25 44 5.1% 5.2% 5.1%11:00 20 26 20 26 46 5.3% 5.4% 5.4%12:00 24 44 24 44 68 6.4% 9.2% 8.0%13:00 25 28 25 28 53 6.6% 5.8% 6.2%14:00 32 28 32 28 60 8.5% 5.8% 7.0%15:00 32 57 32 57 89 8.5% 11.9% 10.4%16:00 26 29 26 29 55 6.9% 6.1% 6.4%17:00 27 27 27 27 54 7.2% 5.6% 6.3%18:00 30 25 30 25 55 8.0% 5.2% 6.4%19:00 12 21 12 21 33 3.2% 4.4% 3.9%20:00 14 34 14 34 48 3.7% 7.1% 5.6%21:00 8 10 8 10 18 2.1% 2.1% 2.1%22:00 8 13 8 13 21 2.1% 2.7% 2.5%23:00 5 16 5 16 21 1.3% 3.3% 2.5%TOTAL 0 0 0 0 0 00 0376 479 0 0 0 0 376 479 855 100.0% 100.0% 100.0%(AADT)Hourly Percentage of Total(%)Dates Performed: City of Bozeman/MDTLocalStreet Classification:Seasonal Count Factor:23509The Guthrie TISProject Number:Project Description:10/30/202310/29/2023 11/1/2023Wednesday10/31/2023VOLUME COUNT SUMMARYGeneral InformationCounted By:Agency/Company:W Villard St East of N 7th AveCount Location:Jurisdiction:Rafael TeixeiraSanbell11/2/2023Annual Average Daily Traffic11/2/2023TuesdayMondaySunday Thursday11/3/2023 11/4/2023Friday Saturday0102030405060708090100Hourly AADTTime of DayPercentage of Daily Traffic Volume Per Hour
1.000HourBegin EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB ADT EB WB ADT0:00 1 1 1 1 2 0.2% 0.2% 0.2%1:00 1 2 1 2 3 0.2% 0.4% 0.3%2:00 0 0 0 0 0 0.0% 0.0% 0.0%3:00 3 1 3 1 4 0.7% 0.2% 0.4%4:00 4 2 4 2 6 0.9% 0.4% 0.6%5:00 4 3 4 3 7 0.9% 0.6% 0.7%6:00 10 3 10 3 13 2.2% 0.6% 1.3%7:00 26 20 26 20 46 5.8% 3.9% 4.8%8:00 58 24 58 24 82 12.8% 4.7% 8.5%9:00 11 15 11 15 26 2.4% 2.9% 2.7%10:00 20 24 20 24 44 4.4% 4.7% 4.5%11:00 29 33 29 33 62 6.4% 6.4% 6.4%12:00 33 51 33 51 84 7.3% 9.9% 8.7%13:00 34 39 34 39 73 7.5% 7.6% 7.5%14:00 17 36 17 36 53 3.8% 7.0% 5.5%15:00 49 39 49 39 88 10.8% 7.6% 9.1%16:00 30 34 30 34 64 6.6% 6.6% 6.6%17:00 26 36 26 36 62 5.8% 7.0% 6.4%18:00 36 47 36 47 83 8.0% 9.1% 8.6%19:00 22 36 22 36 58 4.9% 7.0% 6.0%20:00 18 34 18 34 52 4.0% 6.6% 5.4%21:00 6 13 6 13 19 1.3% 2.5% 2.0%22:00 10 13 10 13 23 2.2% 2.5% 2.4%23:00 4 10 4 10 14 0.9% 1.9% 1.4%TOTAL 0 0 0 0 0 0 0 0 452 516 0 0 0 0 452 516 968 100.0% 100.0% 100.0%VOLUME COUNT SUMMARYGeneral InformationCounted By: Rafael Teixeira Count Location: W Villard St West of N 7th AveAgency/Company: SanbellDates Performed: 11/2/2023 Jurisdiction: City of Bozeman/MDTProject Number: 23509 Street Classification: LocalProject Description: The Guthrie TISSeasonal Count Factor:10/29/2023 10/30/2023 10/31/2023 11/1/2023 11/2/2023 11/3/2023 11/4/2023 Annual Average Daily Traffic Hourly Percentage of TotalSunday Monday Tuesday Wednesday Thursday Friday Saturday (AADT) (%)0102030405060708090100Hourly AADTTime of DayPercentage of Daily Traffic Volume Per Hour
1.098HourBegin NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB ADT NB SB ADT0:00 29 38 29 38 67 0.3% 0.4% 0.4%1:00 25 24 25 24 49 0.3% 0.3% 0.3%2:00 25 7 25 7 32 0.3% 0.1% 0.2%3:00 10 8 10 8 18 0.1% 0.1% 0.1%4:00 43 18 43 18 61 0.4% 0.2% 0.3%5:00 83 80 83 80 163 0.9% 0.9% 0.9%6:00 138 229 138 229 367 1.4% 2.5% 1.9%7:00 357 552 357 552 909 3.7% 6.0% 4.8%8:00 485 676 485 676 1161 5.0% 7.4% 6.2%9:00 488 531 488 531 1019 5.0% 5.8% 5.4%10:00 504 558 504 558 1062 5.2% 6.1% 5.6%11:00 661 556 661 556 1217 6.8% 6.1% 6.5%12:00 726 764 726 764 1490 7.5% 8.3% 7.9%13:00 714 665 714 665 1379 7.4% 7.3% 7.3%14:00 710 597 710 597 1307 7.3% 6.5% 6.9%15:00 842 636 842 636 1478 8.7% 6.9% 7.8%16:00 855 663 855 663 1518 8.8% 7.2% 8.1%17:00 888 701 888 701 1589 9.2% 7.6% 8.4%18:00 604 595 604 595 1199 6.2% 6.5% 6.4%19:00 508 426 508 426 934 5.3% 4.6% 5.0%20:00 418 318 418 318 736 4.3% 3.5% 3.9%21:00 283 220 283 220 503 2.9% 2.4% 2.7%22:00 152 148 152 148 300 1.6% 1.6% 1.6%23:00 125 156 125 156 281 1.3% 1.7% 1.5%TOTAL 0 0 0 0 0 0 0 0 9,673 9,166 0 0 0 0 9,673 9,166 18,839 100.0% 100.0% 100.0%VOLUME COUNT SUMMARYGeneral InformationCounted By: Rafael Teixeira Count Location: N 7th Ave North of West Villard StAgency/Company: SanbellDates Performed: 11/2/2023 Jurisdiction: City of Bozeman/MDTProject Number: 23509 Street Classification: Principal ArterialProject Description: The Guthrie TISSeasonal Count Factor:10/29/2023 10/30/2023 10/31/2023 11/1/2023 11/2/2023 11/3/2023 11/4/2023 Annual Average Daily Traffic Hourly Percentage of TotalSunday Monday Tuesday Wednesday Thursday Friday Saturday (AADT) (%)020040060080010001200140016001800Hourly AADTTime of DayPercentage of Daily Traffic Volume Per Hour
1.098HourBegin NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB ADT NB SB ADT0:00 27 37 27 37 64 0.3% 0.4% 0.3%1:00 26 23 26 23 49 0.3% 0.3% 0.3%2:00 25 7 25 7 32 0.3% 0.1% 0.2%3:00 9 10 9 10 19 0.1% 0.1% 0.1%4:00 40 18 40 18 58 0.4% 0.2% 0.3%5:00 79 78 79 78 157 0.8% 0.9% 0.8%6:00 132 224 132 224 356 1.4% 2.5% 1.9%7:00 351 547 351 547 898 3.7% 6.0% 4.8%8:00 461 696 461 696 1157 4.8% 7.7% 6.2%9:00 483 529 483 529 1012 5.1% 5.8% 5.4%10:00 502 558 502 558 1060 5.3% 6.2% 5.7%11:00 660 557 660 557 1217 6.9% 6.1% 6.5%12:00 705 746 705 746 1451 7.4% 8.2% 7.8%13:00 699 649 699 649 1348 7.3% 7.2% 7.3%14:00 710 572 710 572 1282 7.5% 6.3% 6.9%15:00 820 652 820 652 1472 8.6% 7.2% 7.9%16:00 852 659 852 659 1511 8.9% 7.3% 8.1%17:00 883 684 883 684 1567 9.3% 7.5% 8.4%18:00 606 580 606 580 1186 6.4% 6.4% 6.4%19:00 491 403 491 403 894 5.2% 4.4% 4.8%20:00 414 318 414 318 732 4.3% 3.5% 3.9%21:00 285 216 285 216 501 3.0% 2.4% 2.7%22:00 146 145 146 145 291 1.5% 1.6% 1.6%23:00 115 152 115 152 267 1.2% 1.7% 1.4%TOTAL 0 0 0 0 0 0 0 0 9,521 9,060 0 0 0 0 9,521 9,060 18,581 100.0% 100.0% 100.0%VOLUME COUNT SUMMARYGeneral InformationCounted By: Rafael Teixeira Count Location: N 7th Ave South of West Villard StAgency/Company: SanbellDates Performed: 11/2/2023 Jurisdiction: City of Bozeman/MDTProject Number: 23509 Street Classification: Principal ArterialProject Description: The Guthrie TISSeasonal Count Factor:10/29/2023 10/30/2023 10/31/2023 11/1/2023 11/2/2023 11/3/2023 11/4/2023 Annual Average Daily Traffic Hourly Percentage of TotalSunday Monday Tuesday Wednesday Thursday Friday Saturday (AADT) (%)020040060080010001200140016001800Hourly AADTTime of DayPercentage of Daily Traffic Volume Per Hour
Intersection:
Jurisdiction:
Project Description:
Int.
Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total
Factor 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0
7:45 AM 1 165 7 1 174 0 122 0 0 122 0 0 1 0 1 6 1 1 0 8 305
8:00 AM 0 164 11 2 177 2 97 0 0 99 0 0 1 0 1 5 1 1 0 7 284
8:15 AM 0 197 8 1 206 2 113 0 0 115 0 0 0 0 0 5 0 0 0 5 326
8:30 AM 0 160 8 0 168 1 102 0 0 103 1 0 1 0 2 2 1 1 0 4 277
Grand Total 1 686 34 4 725 5 434 0 0 439 1 0 3 0 4 18 3 3 0 24 1192
Medium Truck % 0.0 1.5 0.0 0.0 1.4 0.0 1.4 0.0 0.0 1.4 0.0 0.0 0.0 0.0 0.0 11.1 0.0 0.0 0.0 8.3
Heavy Truck % 0.0 0.4 2.9 0.0 0.6 0.0 0.2 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Truck % 0.0 1.9 2.9 0.0 1.9 0.0 1.6 0.0 0.0 1.6 0.0 0.0 0.0 0.0 0.0 11.1 0.0 0.0 0.0 8.3
Total % 0.1 57.6 2.9 0.3 60.8 0.4 36.4 0.0 0.0 36.8 0.1 0.0 0.3 0.0 0.3 1.5 0.3 0.3 0.0 2.0 100.0
PHF 0.88 0.88 0.88 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 0.91
RT TH LT U
1 686 34 4
18RT3TH3LT0UU0LT3TH0RT10 0 434 5
U LT TH RT
690 439
Out In
N 7th AvenueIn4 Out39Total Entering
1192Out 24InN 7th Avenue
725
In Out
459
W Beall StreetW Beall Street4Bozeman, MTThursday, November 2, 2023Date Performed:
Count Time Period:
The Guthrie TIS
N 7th Avenue W Beall Street
W Beall Street
Vehicle Volumes and Adjustments
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
General Information
N 7th Ave & W Beall StCounted By:
Westbound
Agency/Company:
Rafael Teixeira
Sanderson Stewart
North/South Street: N 7th Avenue
AM Peak Hour (7:45 - 8:45 AM)
23509Project Number:
Southbound
N 7th Avenue
Northbound
W Beall Street
Eastbound
East/West Street:
NNNNNNNNNN
Intersection:
Jurisdiction:
Project Description:
Int.
Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total
Factor 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0
4:30 PM 1 144 4 3 152 2 208 0 0 210 1 1 0 0 2 8 0 2 0 10 374
4:45 PM 0 157 7 1 165 7 200 1 0 208 3 0 2 0 5 4 0 0 0 4 382
5:00 PM 0 173 4 0 177 2 272 0 0 274 3 0 1 0 4 4 0 8 0 12 467
5:15 PM 2 184 7 0 193 5 234 3 0 242 1 0 0 0 1 7 0 0 0 7 443
Grand Total 3 658 22 4 687 16 914 4 0 934 8 1 3 0 12 23 0 10 0 33 1666
Medium Truck % 0.0 1.2 0.0 0.0 1.2 0.0 1.1 0.0 0.0 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Heavy Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Truck % 0.0 1.2 0.0 0.0 1.2 0.0 1.4 0.0 0.0 1.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total % 0.2 39.5 1.3 0.2 41.2 1.0 54.9 0.2 0.0 56.1 0.5 0.1 0.2 0.0 0.7 1.4 0.0 0.6 0.0 2.0 100.0
PHF 0.97 0.97 0.97 0.85 0.85 0.85 0.75 0.75 0.75 0.69 0.69 0.69 0.89
RT TH LT U
3 658 22 4
23RT0TH10LT0UU0LT3TH1RT80 4 914 16
U LT TH RT
N 7th Avenue W Beall StreetTotal Entering
1666 33In676 934
Out In
N 7th Avenue
In Out
687 944
W Beall StreetOut7Vehicle Volumes and Adjustments
N 7th Avenue N 7th Avenue W Beall Street W Beall Street
Southbound Northbound Eastbound Westbound
In1239OutNorth/South Street: N 7th Avenue W Beall Street
Date Performed: Thursday, November 2, 2023 Bozeman, MT
Count Time Period: PM Peak Hour (4:30 - 5:30 PM)
Project Number: 23509 The Guthrie TIS
East/West Street:
Agency/Company: Sanderson Stewart
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
General Information
Counted By: Rafael Teixeira N 7th Ave & W Beall St
NNNNNNNNNN
1.000HourBegin EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB ADT EB WB ADT0:00 1 1 1 1 2 0.3% 0.4% 0.3%1:00 1 0 1 0 1 0.3% 0.0% 0.2%2:00 0 0 0 0 0 0.0% 0.0% 0.0%3:00 0 0 0 0 0 0.0% 0.0% 0.0%4:00 1 1 1 1 2 0.3% 0.4% 0.3%5:00 1 1 1 1 2 0.3% 0.4% 0.3%6:00 10 1 10 1 11 2.8% 0.4% 1.7%7:00 18 10 18 10 28 5.0% 3.6% 4.4%8:00 41 22 41 22 63 11.4% 7.9% 9.8%9:00 22 23 22 23 45 6.1% 8.2% 7.0%10:00 18 17 18 17 35 5.0% 6.1% 5.5%11:00 24 21 24 21 45 6.6% 7.5% 7.0%12:00 30 26 30 26 56 8.3% 9.3% 8.7%13:00 32 17 32 17 49 8.9% 6.1% 7.6%14:00 22 21 22 21 43 6.1% 7.5% 6.7%15:00 29 23 29 23 52 8.0% 8.2% 8.1%16:00 31 20 31 20 51 8.6% 7.1% 8.0%17:00 32 28 32 28 60 8.9% 10.0% 9.4%18:00 19 15 19 15 34 5.3% 5.4% 5.3%19:00 8 12 8 12 20 2.2% 4.3% 3.1%20:00 14 8 14 8 22 3.9% 2.9% 3.4%21:00 2 6 2 6 8 0.6% 2.1% 1.2%22:00 2 4 2 4 6 0.6% 1.4% 0.9%23:00 3 3 3 3 6 0.8% 1.1% 0.9%TOTAL 0 0 0 0 0 00 0361 280 0 0 0 0 361 280 641 100.0% 100.0% 100.0%Thursday11/3/2023 11/4/2023Friday SaturdayTuesdayMondaySunday11/1/2023Wednesday10/31/2023VOLUME COUNT SUMMARYGeneral InformationCounted By:Agency/Company:W Beall St East of N 7th AveCount Location:Jurisdiction:Rafael TeixeiraSanbell11/2/2023Annual Average Daily Traffic11/2/2023(AADT)Hourly Percentage of Total(%)Dates Performed: City of Bozeman/MDTLocalStreet Classification:Seasonal Count Factor:23509The Guthrie TISProject Number:Project Description:10/30/202310/29/2023010203040506070Hourly AADTTime of DayPercentage of Daily Traffic Volume Per Hour
1.000HourBegin EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB ADT EB WB ADT0:00 0 0 0 0 0 0.0% 0.0% 0.0%1:00 0 0 0 0 0 0.0% 0.0% 0.0%2:00 0 0 0 0 0 0.0% 0.0% 0.0%3:00 0 0 0 0 0 0.0% 0.0% 0.0%4:00 0 0 0 0 0 0.0% 0.0% 0.0%5:00 1 0 1 0 1 0.5% 0.0% 0.3%6:00 1 0 1 0 1 0.5% 0.0% 0.3%7:00 5 6 5 6 11 2.3% 6.7% 3.6%8:00 4 3 4 3 7 1.9% 3.4% 2.3%9:00 8 4 8 4 12 3.7% 4.5% 3.9%10:00 7 2 7 2 9 3.2% 2.2% 3.0%11:00 18 6 18 6 24 8.3% 6.7% 7.9%12:00 32 11 32 11 43 14.8% 12.4% 14.1%13:00 29 14 29 14 43 13.4% 15.7% 14.1%14:00 21 5 21 5 26 9.7% 5.6% 8.5%15:00 20 6 20 6 26 9.3% 6.7% 8.5%16:00 15 8 15 8 23 6.9% 9.0% 7.5%17:00 19 7 19 7 26 8.8% 7.9% 8.5%18:00 14 5 14 5 19 6.5% 5.6% 6.2%19:00 10 6 10 6 16 4.6% 6.7% 5.2%20:00 5 2 5 2 7 2.3% 2.2% 2.3%21:00 5 2 5 2 7 2.3% 2.2% 2.3%22:00 1 2 1 2 3 0.5% 2.2% 1.0%23:00 1 0 1 0 1 0.5% 0.0% 0.3%TOTAL 0 0 0 0 0 0 0 0 216 89 0 0 0 0 216 89 305 100.0% 100.0% 100.0%(AADT) (%)11/4/2023 Annual Average Daily Traffic Hourly Percentage of TotalSunday Monday Tuesday Wednesday Thursday Friday SaturdaySeasonal Count Factor:10/29/2023 10/30/2023 10/31/2023 11/1/2023 11/2/2023 11/3/2023Project Number: 23509 Street Classification: LocalProject Description: The Guthrie TISAgency/Company: SanbellDates Performed: 11/2/2023 Jurisdiction: City of Bozeman/MDTVOLUME COUNT SUMMARYGeneral InformationCounted By: Rafael Teixeira Count Location: W Beall St West of N 7th Ave05101520253035404550Hourly AADTTime of DayPercentage of Daily Traffic Volume Per Hour
1.098HourBegin NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB ADT NB SB ADT0:00 32 38 32 38 70 0.3% 0.4% 0.4%1:00 24 23 24 23 47 0.3% 0.3% 0.3%2:00 22 7 22 7 29 0.2% 0.1% 0.2%3:00 9 8 9 8 17 0.1% 0.1% 0.1%4:00 40 15 40 15 55 0.4% 0.2% 0.3%5:00 78 77 78 77 155 0.8% 0.9% 0.8%6:00 134 223 134 223 357 1.4% 2.5% 1.9%7:00 339 545 339 545 884 3.6% 6.0% 4.8%8:00 451 739 451 739 1190 4.7% 8.2% 6.4%9:00 464 515 464 515 979 4.9% 5.7% 5.3%10:00 502 533 502 533 1035 5.3% 5.9% 5.6%11:00 662 542 662 542 1204 6.9% 6.0% 6.5%12:00 714 728 714 728 1442 7.5% 8.1% 7.8%13:00 701 651 701 651 1352 7.4% 7.2% 7.3%14:00 713 570 713 570 1283 7.5% 6.3% 6.9%15:00 817 647 817 647 1464 8.6% 7.2% 7.9%16:00 855 659 855 659 1514 9.0% 7.3% 8.2%17:00 898 687 898 687 1585 9.4% 7.6% 8.5%18:00 614 586 614 586 1200 6.4% 6.5% 6.5%19:00 483 408 483 408 891 5.1% 4.5% 4.8%20:00 416 314 416 314 730 4.4% 3.5% 3.9%21:00 300 220 300 220 520 3.1% 2.4% 2.8%22:00 147 152 147 152 299 1.5% 1.7% 1.6%23:00 117 156 117 156 273 1.2% 1.7% 1.5%TOTAL 0 0 0 0 0 0 0 0 9,532 9,043 0 0 0 0 9,532 9,043 18,575 100.0% 100.0% 100.0%(AADT) (%)11/4/2023 Annual Average Daily Traffic Hourly Percentage of TotalSunday Monday Tuesday Wednesday Thursday Friday SaturdaySeasonal Count Factor:10/29/2023 10/30/2023 10/31/2023 11/1/2023 11/2/2023 11/3/2023Project Number: 23509 Street Classification: Principal ArterialProject Description: The Guthrie TISAgency/Company: SanbellDates Performed: 11/2/2023 Jurisdiction: City of Bozeman/MDTVOLUME COUNT SUMMARYGeneral InformationCounted By: Rafael Teixeira Count Location: N 7th Ave North of West Beall St020040060080010001200140016001800Hourly AADTTime of DayPercentage of Daily Traffic Volume Per Hour
1.098HourBegin NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB ADT NB SB ADT0:00 31 37 31 37 68 0.3% 0.4% 0.4%1:00 24 22 24 22 46 0.3% 0.2% 0.3%2:00 22 7 22 7 29 0.2% 0.1% 0.2%3:00 9 8 9 8 17 0.1% 0.1% 0.1%4:00 40 15 40 15 55 0.4% 0.2% 0.3%5:00 76 76 76 76 152 0.8% 0.9% 0.8%6:00 133 213 133 213 346 1.4% 2.4% 1.9%7:00 330 526 330 526 856 3.5% 5.9% 4.7%8:00 436 704 436 704 1140 4.7% 7.9% 6.3%9:00 448 504 448 504 952 4.8% 5.7% 5.2%10:00 482 517 482 517 999 5.2% 5.8% 5.5%11:00 650 540 650 540 1190 7.0% 6.1% 6.5%12:00 694 727 694 727 1421 7.5% 8.2% 7.8%13:00 690 640 690 640 1330 7.4% 7.2% 7.3%14:00 688 562 688 562 1250 7.4% 6.3% 6.9%15:00 800 639 800 639 1439 8.6% 7.2% 7.9%16:00 840 639 840 639 1479 9.0% 7.2% 8.1%17:00 879 677 879 677 1556 9.4% 7.6% 8.6%18:00 597 575 597 575 1172 6.4% 6.5% 6.4%19:00 478 412 478 412 890 5.1% 4.6% 4.9%20:00 412 306 412 306 718 4.4% 3.5% 4.0%21:00 290 217 290 217 507 3.1% 2.4% 2.8%22:00 146 152 146 152 298 1.6% 1.7% 1.6%23:00 112 152 112 152 264 1.2% 1.7% 1.5%TOTAL 0 0 0 0 0 0 0 0 9,307 8,867 0 0 0 0 9,307 8,867 18,174 100.0% 100.0% 100.0%(AADT) (%)11/4/2023 Annual Average Daily Traffic Hourly Percentage of TotalSunday Monday Tuesday Wednesday Thursday Friday SaturdaySeasonal Count Factor:10/29/2023 10/30/2023 10/31/2023 11/1/2023 11/2/2023 11/3/2023Project Number: 23509 Street Classification: Principal ArterialProject Description: The Guthrie TISAgency/Company: SanbellDates Performed: 11/2/2023 Jurisdiction: City of Bozeman/MDTVOLUME COUNT SUMMARYGeneral InformationCounted By: Rafael Teixeira Count Location: N 7th Ave South of West Beall St020040060080010001200140016001800Hourly AADTTime of DayPercentage of Daily Traffic Volume Per Hour
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
West Villard Street (2 lanes)
Analysis Year/Case:Existing (2023)
Hour
Begin NB SB EB WB
0:00 27 38 1 0 65 1
1:00 26 24 1 0 50 1
2:00 25 7 0 0 32 0
3:00 9 8 3 1 17 3
4:00 40 18 4 2 58 4
5:00 79 80 4 2 159 4
6:00 132 229 10 7 361 10
7:00 351 552 26 16 903 26
8:00 461 676 58 46 1137 58
9:00 483 531 11 22 1014 22
10:00 502 558 20 25 1060 25
11:00 660 556 29 26 1216 29
12:00 705 764 33 44 1469 44
13:00 699 665 34 28 1364 34
14:00 710 597 17 28 1307 28
15:00 820 636 49 57 1456 57
16:00 852 663 30 29 1515 30
17:00 883 701 26 27 1584 27
18:00 606 595 36 25 1201 36
19:00 491 426 22 21 917 22
20:00 414 318 18 34 732 34
21:00 285 220 6 10 505 10
22:00 146 148 10 13 294 13
23:00 115 156 4 16 271 16
TOTAL 9521 9166 452 479 18687 534
Condition A - Minimum Vehicular Volume (100% Columns):Hrs
No 0
Condition B - Interruption of Continuous Traffic (100% Columns):
No 0
Combination of Conditions A & B (80% Columns):
No 0
No 0
Warrant 1 Satisfied?No
Major Street Total > 600 and Higher Minor Street Total > 200 for 8 hours?
Major Street Total > 900 and Higher Minor Street Total > 100 for 8 hours?
Project Description:
Major Street Total > 720 and Higher Minor Street Total > 80 for 8 hours?
Higher
Volume Minor
Approach
Major Street
Total (Both
Approaches)
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Avg. Entering Volume
Major Street Total > 480 and Higher Minor Street Total > 160 for 8 hours?
Warrant 1: Eight-Hour Vehicular Volume
General Information
Agency/Company:
Date:
Project Number:
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
West Villard Street (2 lanes)
Analysis Year/Case:Future (2038)
Hour
Begin NB SB EB WB
0:00 36 51 1 0 87 1
1:00 35 32 1 0 67 1
2:00 34 9 0 0 43 0
3:00 12 11 4 2 23 4
4:00 54 24 5 3 78 5
5:00 106 108 5 3 214 5
6:00 178 310 13 11 488 13
7:00 473 747 35 24 1220 35
8:00 621 915 78 70 1536 78
9:00 651 718 15 34 1369 34
10:00 676 755 27 38 1431 38
11:00 889 752 39 40 1641 40
12:00 950 1034 44 67 1984 67
13:00 942 900 46 43 1842 46
14:00 956 808 23 43 1764 43
15:00 1105 860 66 87 1965 87
16:00 1148 897 40 44 2045 44
17:00 1189 948 35 41 2137 41
18:00 816 805 48 38 1621 48
19:00 661 576 30 32 1237 32
20:00 558 430 24 52 988 52
21:00 384 298 8 15 682 15
22:00 197 200 13 20 397 20
23:00 155 211 5 24 366 24
TOTAL 12826 12399 605 731 25225 773
Condition A - Minimum Vehicular Volume (100% Columns):Hrs
No 0
Condition B - Interruption of Continuous Traffic (100% Columns):
No 0
Combination of Conditions A & B (80% Columns):
No 0
No 1
Warrant 1 Satisfied?No
Major Street Total > 900 and Higher Minor Street Total > 100 for 8 hours?
Major Street Total > 480 and Higher Minor Street Total > 160 for 8 hours?
Major Street Total > 720 and Higher Minor Street Total > 80 for 8 hours?
Avg. Entering Volume
Major Street
Total (Both
Approaches)
Major Street Total > 600 and Higher Minor Street Total > 200 for 8 hours?
Date:
Warrant 1: Eight-Hour Vehicular Volume
General Information
Minor Street (Approach Lanes):
Agency/Company:
Higher
Volume Minor
Approach
Project Number:
Project Description:
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
West Villard Street (2 lanes)
Analysis Year/Case:Existing (2023)
Hour
Begin NB SB EB WB
0:00 27 38 1 0 65 1
1:00 26 24 1 0 50 1
2:00 25 7 0 0 32 0
3:00 9 8 3 1 17 3
4:00 40 18 4 2 58 4
5:00 79 80 4 2 159 4
6:00 132 229 10 7 361 10
7:00 351 552 26 16 903 26
8:00 461 676 58 46 1137 58
9:00 483 531 11 22 1014 22
10:00 502 558 20 25 1060 25
11:00 660 556 29 26 1216 29
12:00 705 764 33 44 1469 44
13:00 699 665 34 28 1364 34
14:00 710 597 17 28 1307 28
15:00 820 636 49 57 1456 57
16:00 852 663 30 29 1515 30
17:00 883 701 26 27 1584 27
18:00 606 595 36 25 1201 36
19:00 491 426 22 21 917 22
20:00 414 318 18 34 732 34
21:00 285 220 6 10 505 10
22:00 146 148 10 13 294 13
23:00 115 156 4 16 271 16
TOTAL 9521 9166 452 479 18687 534
Meets warrant criteria on graph for minimum of 4 hours (100% thresholds)?No (0 hrs)
Warrant 2 Satisfied?No
Higher Volume
Minor
Approach
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Avg. Entering Volume
Major Street
Total (Both
Approaches)
Project Description:
Warrant 2: Four-Hour Vehicular Volume
General Information
Agency/Company:
Date:
Project Number:
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
West Villard Street (2 lanes)
Analysis Year/Case:Future (2038)
Hour
Begin NB SB EB WB
0:00 36 51 1 0 87 1
1:00 35 32 1 0 67 1
2:00 34 9 0 0 43 0
3:00 12 11 4 2 23 4
4:00 54 24 5 3 78 5
5:00 106 108 5 3 214 5
6:00 178 310 13 11 488 13
7:00 473 747 35 24 1220 35
8:00 621 915 78 70 1536 78
9:00 651 718 15 34 1369 34
10:00 676 755 27 38 1431 38
11:00 889 752 39 40 1641 40
12:00 950 1034 44 67 1984 67
13:00 942 900 46 43 1842 46
14:00 956 808 23 43 1764 43
15:00 1105 860 66 87 1965 87
16:00 1148 897 40 44 2045 44
17:00 1189 948 35 41 2137 41
18:00 816 805 48 38 1621 48
19:00 661 576 30 32 1237 32
20:00 558 430 24 52 988 52
21:00 384 298 8 15 682 15
22:00 197 200 13 20 397 20
23:00 155 211 5 24 366 24
TOTAL 12826 12399 605 731 25225 773
Meets warrant criteria on graph for minimum of 4 hours (100% thresholds)?No (0 hrs)
Warrant 2 Satisfied?No
Major Street
Total (Both
Approaches)
Warrant 2: Four-Hour Vehicular Volume
General Information
Agency/Company:
Date:
Project Number:
Avg. Entering Volume
Higher Volume
Minor
Approach
Project Description:
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
West Villard Street (2 lanes)
Analysis Year/Case:Existing (2023)
Category A:Peak Period:AM
Total stopped time delay for minor approach > 5 veh-hrs?No (0.31)
High minor approach volume > 150 for peak hour?No (61)
Total entering volume > 800 for peak hour?Yes (1266)
Category A warrant satisfied?No
Category B:
Meets warrant criteria on graph for minimum of one hour (100% thresholds)?No
Warrant 3 Satisfied?No
Warrant 3: Peak Hour
General Information
Agency/Company:
Date:
Project Number:
Project Description:
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
AM Peak Hour 7:45 - 8:45 AM
0.31High Minor Total Stopped Time Delay (hrs)
Total Volume of Major Approaches (vehs) 1155
High Minor Approach Volume (vehs) 61
Total Entering Volume (vehs) 1266
High Minor Approach Volume (vehs) 30
Total Entering Volume (vehs) 1704
PM Peak Hour 4:30- 5:30 PM
0.22
Total Volume of Major Approaches (vehs) 1651
High Minor Total Stopped Time Delay (hrs)
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
West Villard Street (2 lanes)
Analysis Year/Case:Future (2038)
Category A:Peak Period:AM
Total stopped time delay for minor approach > 5 veh-hrs?No (0.89)
High minor approach volume > 150 for peak hour?No (82)
Total entering volume > 800 for peak hour?Yes (1717)
Category A warrant satisfied?No
Category B:
Meets warrant criteria on graph for minimum of one hour (100% thresholds)?No
Warrant 3 Satisfied?No
Total Volume of Major Approaches (vehs) 2230
High Minor Approach Volume (vehs) 45
Total Entering Volume (vehs) 2306
Total Entering Volume (vehs) 1717
PM Peak Hour 4:30- 5:30 PM
High Minor Total Stopped Time Delay (hrs) 0.91
High Minor Approach Volume (vehs) 82
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
AM Peak Hour 7:45 - 8:45 AM
High Minor Total Stopped Time Delay (hrs) 0.89
Total Volume of Major Approaches (vehs) 1558
Project Description:
Warrant 3: Peak Hour
General Information
Agency/Company:
Date:
Project Number:
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
West Villard Street (2 lanes)
Analysis Year/Case:Existing (2023)
This warrant is intended for application where the traffic volume on a major street is so heavy that pedestrians
experience excessive delay in crossing the major street.
Hour
Begin
0:00 65 1
1:00 50 2
2:00 32 0
3:00 17 0
4:00 58 0
5:00 159 0
6:00 361 0
7:00 903 0
8:00 1137 1
9:00 1014 6
10:00 1060 0
11:00 1216 2
12:00 1469 4
13:00 1364 5
14:00 1307 11
15:00 1456 5
16:00 1515 11
17:00 1584 6
18:00 1201 6
19:00 917 6 For each of any 4 hours of an average day, do the plotted points
20:00 732 3 representing the vehicles per hour on the major street and the
21:00 505 0 corresponding pedestrians per hour crossing the major street fall above the
22:00 294 2 curve in Figure 4C-5?No
23:00 271 4
TOTAL 18,687 75 For 1 hour of an average day, does the plotted point representing vehicles
per hour on the major street and the corresponding pedestrians per hour
crossing the major street fall above the curve in Figure 4C-6?
No
Warrant 4 Satisfied?No
Pedestrian Volume
Crossing Major
Street
Warrant 4: Pedestrian Volume
General Information
Agency/Company:
Date:
Project Number:
Project Description:
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Major Street
Total Traffic
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
West Villard Street (2 lanes)
Analysis Year/Case:Future (2038)
This warrant is intended for application where the traffic volume on a major street is so heavy that pedestrians
experience excessive delay in crossing the major street.
Hour
Begin
0:00 87 1
1:00 67 3
2:00 43 0
3:00 23 0
4:00 78 0
5:00 214 0
6:00 488 0
7:00 1220 0
8:00 1536 1
9:00 1369 8
10:00 1431 0
11:00 1641 3
12:00 1984 5
13:00 1842 7
14:00 1764 15
15:00 1965 7
16:00 2045 15
17:00 2137 8
18:00 1621 8
19:00 1237 8 For each of any 4 hours of an average day, do the plotted points
20:00 988 4 representing the vehicles per hour on the major street and the
21:00 682 0 corresponding pedestrians per hour crossing the major street fall above the
22:00 397 3 curve in Figure 4C-5?No
23:00 366 5
TOTAL 25,225 101 For 1 hour of an average day, does the plotted point representing vehicles
per hour on the major street and the corresponding pedestrians per hour
crossing the major street fall above the curve in Figure 4C-6?
No
Warrant 4 Satisfied?No
Pedestrian Volume
Crossing Major
Street
Warrant 4: Pedestrian Volume
General Information
Agency/Company:
Date:
Project Number:
Project Description:
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Major Street
Total Traffic
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
West Villard Street (2 lanes)
Analysis Year/Case:Existing (2023)
This warrant is intended for application where the fact that school children (elementary through high school students)
cross the major street is the principle reason to consider installing a traffic signal. This warrant shall not be applied
at locations where the distance to the nearest traffic control signal along the major street is less than 300 feet,
unless it can be shown that the proposed traffic signal would not restrict the progressive movement of traffic.
Is the number of adequate gaps in the major crossing traffic steam during the primary crossing
period less than the number of minutes in that crossing period?No
Do 20 or more students cross at this location during the highest crossing hour?
No
Warrant 5 Satisfied?No
Are any adjacent traffic signals located so far away that they do not provide a necessary degree of
platooning and/or progressive operation?No
Warrant 6 Satisfied?No
This warrant is intended for application where the severity and frequency of crashes are the principal reasons to consider
installing a traffic control signal
Have adequate trials of alternatives failed to reduce the crash frequency?N/A
Have at least one of the following conditions apply to the reported crash history:
1. Do the number of reported angle crashes and pedestrian crashes within a 1-year period
equal or exceed the threshold number in Table 4C-2 for total angle crashes and pedestrian
crashes?
2. Do the number of reported fatal-and-injury angle crashes and pedestrian crashes within a
1-year period equal or exceed the threshold number in Table 4C-2 for total fatal-and-injury
angle crashes and pedestrian crashes?
3. Do the number of reported angle crashes and pedestrian crashes within a 3-year period
equal or exceed the threshold number in Table 4C-3 for total angle crashes and pedestrian
crashes?
4. Do the number of reported fatal-and-injury angle crashes and pedestrian crashes within a
3-year period equal or exceed the threshold number in Table 4C-3 for total fatal-and-injury
angle crashes and pedestrian crashes?
No
Is Condition A criterion met for 80% columns of Warrant 1 met?No
Is Condition B criterion met for 80% columns of Warrant 1 met?No
Are observed pedestrian volumes equal to or greater than 80% of what is required for Warrant 4?
No
Warrant 7 Satisfied?No
Jurisdiction:
Warrant 7: Crash Experience
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Warrant 5: School Crossing
Warrant 6: Coordinated Signal System
This warrant is intended for application where installation of a traffic signal would help to provide proper platooning of
vehicles and therefore provide progressive movement in a coordinated signal system.
General Information
Agency/Company:
Date:
Project Number:
Project Description:
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
West Villard Street (2 lanes)
Analysis Year/Case:Future (2038)
This warrant is intended for application where the fact that school children (elementary through high school students)
cross the major street is the principle reason to consider installing a traffic signal. This warrant shall not be applied
at locations where the distance to the nearest traffic control signal along the major street is less than 300 feet,
unless it can be shown that the proposed traffic signal would not restrict the progressive movement of traffic.
Is the number of adequate gaps in the major crossing traffic steam during the primary crossing
period less than the number of minutes in that crossing period?No
Do 20 or more students cross at this location during the highest crossing hour?
No
Warrant 5 Satisfied?No
Are any adjacent traffic signals located so far away that they do not provide a necessary degree of
platooning and/or progressive operation?No
Warrant 6 Satisfied?No
This warrant is intended for application where the severity and frequency of crashes are the principal reasons to consider
installing a traffic control signal
Have adequate trials of alternatives failed to reduce the crash frequency?N/A
Have at least one of the following conditions apply to the reported crash history:
1. Do the number of reported angle crashes and pedestrian crashes within a 1-year period
equal or exceed the threshold number in Table 4C-2 for total angle crashes and pedestrian
crashes?
2. Do the number of reported fatal-and-injury angle crashes and pedestrian crashes within a
1-year period equal or exceed the threshold number in Table 4C-2 for total fatal-and-injury
angle crashes and pedestrian crashes?
3. Do the number of reported angle crashes and pedestrian crashes within a 3-year period
equal or exceed the threshold number in Table 4C-3 for total angle crashes and pedestrian
crashes?
4. Do the number of reported fatal-and-injury angle crashes and pedestrian crashes within a
3-year period equal or exceed the threshold number in Table 4C-3 for total fatal-and-injury
angle crashes and pedestrian crashes?
No
Is Condition A criterion met for 80% columns of Warrant 1 met?No
Is Condition B criterion met for 80% columns of Warrant 1 met?No
Are observed pedestrian volumes equal to or greater than 80% of what is required for Warrant 4?
No
Warrant 7 Satisfied?No
Warrant 7: Crash Experience
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Warrant 5: School Crossing
Warrant 6: Coordinated Signal System
This warrant is intended for application where installation of a traffic signal would help to provide proper platooning of
vehicles and therefore provide progressive movement in a coordinated signal system.
Jurisdiction:
General Information
Agency/Company:
Date:
Project Number:
Project Description:
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
West Villard Street (2 lanes)
Analysis Year/Case:Existing (2023)
This warrant is intended for application where installation of a traffic signal could be justified in order to
encourage concentration and organization of traffic flow on a roadway network
Do two or more of the intersecting routes at this location have at least one of the following
characteristics:
A. It is part of the street or highway system that serves as the principal roadway
network for through traffic flow; or
B. It includes rural or suburban highways outside, entering, or traversing a City; or
C. It appears as a major route on an official plan.
No
Does this intersection have an existing or immediately projected total entering volume of a least
1000 vehicles during a weekday typical peak hour and have a 5-year projected traffic volume that
meets one or more of Warrants 1, 2, and 3 during an average weekday?No
Does this intersection have an existing or immediately projected total entering volume of at least
1000 vph for each of any 5 hours of a Saturday or Sunday?N/A
Warrant 8 Satisfied?No
This warrant is intended for application where none of the conditions described in the other eight traffic signal
warrants are met, but the proximity to the intersection of a grade crossing on an intersection approach controlled
by a STOP or YIELD sign is the principal reason to consider installing a traffic signal.
Does a grade crossing exist on an approach controlled by a STOP or YIELD sign whereby the
center of the track nearest to the intersection is within 140 feet of the stop or yield line?
No
During the highest traffic volume hour during which the rail traffic uses the crossing, does the
plotted point representing vehicles per hour on the major street and the corresponding vehicles
per hour on the minor-street approach that crosses the track fall above the applicable curve in
Figure 4C-9 or 4C-10 (whichever is applicable) for the existing combination of approach lanes
over the track and the distance D, which is the clear storage distance?N/A
Warrant 9 Satisfied?N/A
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Warrant 8: Roadway Network
Warrant 9: Intersection Near a Grade Crossing
Jurisdiction:
General Information
Agency/Company:
Date:
Project Number:
Project Description:
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
West Villard Street (2 lanes)
Analysis Year/Case:Future (2038)
This warrant is intended for application where installation of a traffic signal could be justified in order to
encourage concentration and organization of traffic flow on a roadway network
Do two or more of the intersecting routes at this location have at least one of the following
characteristics:
A. It is part of the street or highway system that serves as the principal roadway
network for through traffic flow; or
B. It includes rural or suburban highways outside, entering, or traversing a City; or
C. It appears as a major route on an official plan.
No
Does this intersection have an existing or immediately projected total entering volume of a least
1000 vehicles during a weekday typical peak hour and have a 5-year projected traffic volume that
meets one or more of Warrants 1, 2, and 3 during an average weekday?No
Does this intersection have an existing or immediately projected total entering volume of at least
1000 vph for each of any 5 hours of a Saturday or Sunday?N/A
Warrant 8 Satisfied?No
This warrant is intended for application where none of the conditions described in the other eight traffic signal
warrants are met, but the proximity to the intersection of a grade crossing on an intersection approach controlled
by a STOP or YIELD sign is the principal reason to consider installing a traffic signal.
Does a grade crossing exist on an approach controlled by a STOP or YIELD sign whereby the
center of the track nearest to the intersection is within 140 feet of the stop or yield line?
No
During the highest traffic volume hour during which the rail traffic uses the crossing, does the
plotted point representing vehicles per hour on the major street and the corresponding vehicles
per hour on the minor-street approach that crosses the track fall above the applicable curve in
Figure 4C-9 or 4C-10 (whichever is applicable) for the existing combination of approach lanes
over the track and the distance D, which is the clear storage distance?N/A
Warrant 9 Satisfied?N/A
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Warrant 8: Roadway Network
Warrant 9: Intersection Near a Grade Crossing
Jurisdiction:
General Information
Agency/Company:
Date:
Project Number:
Project Description:
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
Beall Street (1 lane)
Analysis Year/Case:Existing (2023)
Hour
Begin NB SB EB WB
0:00 31 38 0 1 69 1
1:00 24 23 0 0 47 0
2:00 22 7 0 0 29 0
3:00 9 8 0 0 17 0
4:00 40 15 0 1 55 1
5:00 76 77 1 1 153 1
6:00 133 223 1 1 356 1
7:00 330 545 5 10 875 10
8:00 436 739 4 22 1175 22
9:00 448 515 8 23 963 23
10:00 482 533 7 17 1015 17
11:00 650 542 18 21 1192 21
12:00 694 728 32 26 1422 32
13:00 690 651 29 17 1341 29
14:00 688 570 21 21 1258 21
15:00 800 647 20 23 1447 23
16:00 840 659 15 20 1499 20
17:00 879 687 19 28 1566 28
18:00 597 586 14 15 1183 15
19:00 478 408 10 12 886 12
20:00 412 314 5 8 726 8
21:00 290 220 5 6 510 6
22:00 146 152 1 4 298 4
23:00 112 156 1 3 268 3
TOTAL 9307 9043 216 280 18350 298
Condition A - Minimum Vehicular Volume (100% Columns):Hrs
No 0
Condition B - Interruption of Continuous Traffic (100% Columns):
No 0
Combination of Conditions A & B (80% Columns):
No 0
No 0
Warrant 1 Satisfied?No
Warrant 1: Eight-Hour Vehicular Volume
General Information
Agency/Company:
Date:
Project Number:
Major Street Total > 720 and Higher Minor Street Total > 60 for 8 hours?
Higher
Volume Minor
Approach
Major Street
Total (Both
Approaches)
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Avg. Entering Volume
Major Street Total > 480 and Higher Minor Street Total > 120 for 8 hours?
Major Street Total > 600 and Higher Minor Street Total > 150 for 8 hours?
Major Street Total > 900 and Higher Minor Street Total > 75 for 8 hours?
Project Description:
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
Beall Street (1 lane)
Analysis Year/Case:Future (2038)
Hour
Begin NB SB EB WB
0:00 42 51 0 2 93 2
1:00 32 31 0 0 63 0
2:00 30 9 0 0 39 0
3:00 12 11 0 0 23 0
4:00 54 20 0 2 74 2
5:00 103 104 1 2 207 2
6:00 180 300 1 2 480 2
7:00 447 733 7 16 1180 16
8:00 590 994 5 35 1584 35
9:00 606 693 11 36 1299 36
10:00 652 717 9 27 1369 27
11:00 880 729 24 33 1609 33
12:00 939 980 42 41 1919 42
13:00 934 876 38 27 1810 38
14:00 931 767 28 33 1698 33
15:00 1083 871 26 36 1954 36
16:00 1137 887 20 32 2024 32
17:00 1189 924 25 44 2113 44
18:00 808 789 18 24 1597 24
19:00 647 549 13 19 1196 19
20:00 558 423 7 13 981 13
21:00 392 296 7 9 688 9
22:00 198 205 1 6 403 6
23:00 152 210 1 5 362 5
TOTAL 12596 12169 284 444 24765 456
Condition A - Minimum Vehicular Volume (100% Columns):Hrs
No 0
Condition B - Interruption of Continuous Traffic (100% Columns):
No 0
Combination of Conditions A & B (80% Columns):
No 0
No 0
Warrant 1 Satisfied?No
Date:
Warrant 1: Eight-Hour Vehicular Volume
General Information
Minor Street (Approach Lanes):
Agency/Company:
Higher
Volume Minor
Approach
Project Number:
Project Description:
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Major Street Total > 900 and Higher Minor Street Total > 75 for 8 hours?
Major Street Total > 480 and Higher Minor Street Total > 120 for 8 hours?
Major Street Total > 720 and Higher Minor Street Total > 60 for 8 hours?
Avg. Entering Volume
Major Street
Total (Both
Approaches)
Major Street Total > 600 and Higher Minor Street Total > 150 for 8 hours?
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
Beall Street (1 lane)
Analysis Year/Case:Existing (2023)
Hour
Begin NB SB EB WB
0:00 31 38 0 1 69 1
1:00 24 23 0 0 47 0
2:00 22 7 0 0 29 0
3:00 9 8 0 0 17 0
4:00 40 15 0 1 55 1
5:00 76 77 1 1 153 1
6:00 133 223 1 1 356 1
7:00 330 545 5 10 875 10
8:00 436 739 4 22 1175 22
9:00 448 515 8 23 963 23
10:00 482 533 7 17 1015 17
11:00 650 542 18 21 1192 21
12:00 694 728 32 26 1422 32
13:00 690 651 29 17 1341 29
14:00 688 570 21 21 1258 21
15:00 800 647 20 23 1447 23
16:00 840 659 15 20 1499 20
17:00 879 687 19 28 1566 28
18:00 597 586 14 15 1183 15
19:00 478 408 10 12 886 12
20:00 412 314 5 8 726 8
21:00 290 220 5 6 510 6
22:00 146 152 1 4 298 4
23:00 112 156 1 3 268 3
TOTAL 9307 9043 216 280 18350 298
Meets warrant criteria on graph for minimum of 4 hours (100% thresholds)?No (0 hrs)
Warrant 2 Satisfied?No
Project Description:
Warrant 2: Four-Hour Vehicular Volume
General Information
Agency/Company:
Date:
Project Number:
Higher Volume
Minor
Approach
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Avg. Entering Volume
Major Street
Total (Both
Approaches)
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
Beall Street (1 lane)
Analysis Year/Case:Future (2038)
Hour
Begin NB SB EB WB
0:00 42 51 0 2 93 2
1:00 32 31 0 0 63 0
2:00 30 9 0 0 39 0
3:00 12 11 0 0 23 0
4:00 54 20 0 2 74 2
5:00 103 104 1 2 207 2
6:00 180 300 1 2 480 2
7:00 447 733 7 16 1180 16
8:00 590 994 5 35 1584 35
9:00 606 693 11 36 1299 36
10:00 652 717 9 27 1369 27
11:00 880 729 24 33 1609 33
12:00 939 980 42 41 1919 42
13:00 934 876 38 27 1810 38
14:00 931 767 28 33 1698 33
15:00 1083 871 26 36 1954 36
16:00 1137 887 20 32 2024 32
17:00 1189 924 25 44 2113 44
18:00 808 789 18 24 1597 24
19:00 647 549 13 19 1196 19
20:00 558 423 7 13 981 13
21:00 392 296 7 9 688 9
22:00 198 205 1 6 403 6
23:00 152 210 1 5 362 5
TOTAL 12596 12169 284 444 24765 456
Meets warrant criteria on graph for minimum of 4 hours (100% thresholds)?No (0 hrs)
Warrant 2 Satisfied?No
Avg. Entering Volume
Higher Volume
Minor
Approach
Project Description:
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Warrant 2: Four-Hour Vehicular Volume
General Information
Agency/Company:
Date:
Project Number:
Major Street
Total (Both
Approaches)
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
Beall Street (1 lane)
Analysis Year/Case:Existing (2023)
Category A:Peak Period:PM
Total stopped time delay for minor approach > 4 veh-hrs?No (0.25)
High minor approach volume > 100 for peak hour?No (33)
Total entering volume > 800 for peak hour?Yes (1666)
Category A warrant satisfied?No
Category B:
Meets warrant criteria on graph for minimum of one hour (100% thresholds)?No
Warrant 3 Satisfied?No
High Minor Approach Volume (vehs) 33
Total Entering Volume (vehs) 1666
PM Peak Hour 4:30- 5:30 PM
0.25
Total Volume of Major Approaches (vehs) 1621
High Minor Total Stopped Time Delay (hrs)
Total Volume of Major Approaches (vehs) 1164
High Minor Approach Volume (vehs) 24
Total Entering Volume (vehs) 1192
AM Peak Hour 7:45 - 8:45 AM
0.09High Minor Total Stopped Time Delay (hrs)
Project Description:
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Warrant 3: Peak Hour
General Information
Agency/Company:
Date:
Project Number:
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
Beall Street (1 lane)
Analysis Year/Case:Future (2038)
Category A:Peak Period:PM
Total stopped time delay for minor approach > 4 veh-hrs?No (1.27)
High minor approach volume > 100 for peak hour?No (48)
Total entering volume > 800 for peak hour?Yes (2252)
Category A warrant satisfied?No
Category B:
Meets warrant criteria on graph for minimum of one hour (100% thresholds)?No
Warrant 3 Satisfied?No
Project Description:
Warrant 3: Peak Hour
General Information
Agency/Company:
Date:
Project Number:
High Minor Approach Volume (vehs) 42
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
AM Peak Hour 7:45 - 8:45 AM
High Minor Total Stopped Time Delay (hrs) 0.31
Total Volume of Major Approaches (vehs) 1570
Total Entering Volume (vehs) 1617
PM Peak Hour 4:30- 5:30 PM
High Minor Total Stopped Time Delay (hrs) 1.27
Total Volume of Major Approaches (vehs) 2188
High Minor Approach Volume (vehs) 48
Total Entering Volume (vehs) 2252
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
Beall Street (1 lane)
Analysis Year/Case:Existing (2023)
This warrant is intended for application where the traffic volume on a major street is so heavy that pedestrians
experience excessive delay in crossing the major street.
Hour
Begin
0:00 69 1
1:00 47 0
2:00 29 3
3:00 17 0
4:00 55 0
5:00 153 0
6:00 356 1
7:00 875 1
8:00 1175 0
9:00 963 0
10:00 1015 0
11:00 1192 0
12:00 1422 0
13:00 1341 0
14:00 1258 0
15:00 1447 0
16:00 1499 0
17:00 1566 2
18:00 1183 0
19:00 886 1 For each of any 4 hours of an average day, do the plotted points
20:00 726 2 representing the vehicles per hour on the major street and the
21:00 510 0 corresponding pedestrians per hour crossing the major street fall above the
22:00 298 0 curve in Figure 4C-5?No
23:00 268 5
TOTAL 18,350 16 For 1 hour of an average day, does the plotted point representing vehicles
per hour on the major street and the corresponding pedestrians per hour
crossing the major street fall above the curve in Figure 4C-6?
No
Warrant 4 Satisfied?No
Pedestrian Volume
Crossing Major
Street
Warrant 4: Pedestrian Volume
General Information
Agency/Company:
Date:
Project Number:
Project Description:
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Major Street
Total Traffic
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
Beall Street (1 lane)
Analysis Year/Case:Future (2038)
This warrant is intended for application where the traffic volume on a major street is so heavy that pedestrians
experience excessive delay in crossing the major street.
Hour
Begin
0:00 93 1
1:00 63 0
2:00 39 4
3:00 23 0
4:00 74 0
5:00 207 0
6:00 480 1
7:00 1180 1
8:00 1584 0
9:00 1299 0
10:00 1369 0
11:00 1609 0
12:00 1919 0
13:00 1810 0
14:00 1698 0
15:00 1954 0
16:00 2024 0
17:00 2113 3
18:00 1597 0
19:00 1196 1 For each of any 4 hours of an average day, do the plotted points
20:00 981 3 representing the vehicles per hour on the major street and the
21:00 688 0 corresponding pedestrians per hour crossing the major street fall above the
22:00 403 0 curve in Figure 4C-5?No
23:00 362 7
TOTAL 24,765 21 For 1 hour of an average day, does the plotted point representing vehicles
per hour on the major street and the corresponding pedestrians per hour
crossing the major street fall above the curve in Figure 4C-6?
No
Warrant 4 Satisfied?No
Pedestrian Volume
Crossing Major
Street
Warrant 4: Pedestrian Volume
General Information
Agency/Company:
Date:
Project Number:
Project Description:
Jurisdiction:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Major Street
Total Traffic
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
Beall Street (1 lane)
Analysis Year/Case:Existing (2023)
This warrant is intended for application where the fact that school children (elementary through high school students)
cross the major street is the principle reason to consider installing a traffic signal. This warrant shall not be applied
at locations where the distance to the nearest traffic control signal along the major street is less than 300 feet,
unless it can be shown that the proposed traffic signal would not restrict the progressive movement of traffic.
Is the number of adequate gaps in the major crossing traffic steam during the primary crossing
period less than the number of minutes in that crossing period?No
Do 20 or more students cross at this location during the highest crossing hour?
No
Warrant 5 Satisfied?No
Are any adjacent traffic signals located so far away that they do not provide a necessary degree of
platooning and/or progressive operation?No
Warrant 6 Satisfied?No
This warrant is intended for application where the severity and frequency of crashes are the principal reasons to consider
installing a traffic control signal
Have adequate trials of alternatives failed to reduce the crash frequency?N/A
Have at least one of the following conditions apply to the reported crash history:
1. Do the number of reported angle crashes and pedestrian crashes within a 1-year period
equal or exceed the threshold number in Table 4C-2 for total angle crashes and pedestrian
crashes?
2. Do the number of reported fatal-and-injury angle crashes and pedestrian crashes within a
1-year period equal or exceed the threshold number in Table 4C-2 for total fatal-and-injury
angle crashes and pedestrian crashes?
3. Do the number of reported angle crashes and pedestrian crashes within a 3-year period
equal or exceed the threshold number in Table 4C-3 for total angle crashes and pedestrian
crashes?
4. Do the number of reported fatal-and-injury angle crashes and pedestrian crashes within a
3-year period equal or exceed the threshold number in Table 4C-3 for total fatal-and-injury
angle crashes and pedestrian crashes?
No
Is Condition A criterion met for 80% columns of Warrant 1 met?No
Is Condition B criterion met for 80% columns of Warrant 1 met?No
Are observed pedestrian volumes equal to or greater than 80% of what is required for Warrant 4?
No
Warrant 7 Satisfied?No
General Information
Agency/Company:
Date:
Project Number:
Project Description:
Jurisdiction:
Warrant 7: Crash Experience
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Warrant 5: School Crossing
Warrant 6: Coordinated Signal System
This warrant is intended for application where installation of a traffic signal would help to provide proper platooning of
vehicles and therefore provide progressive movement in a coordinated signal system.
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
Beall Street (1 lane)
Analysis Year/Case:Future (2038)
This warrant is intended for application where the fact that school children (elementary through high school students)
cross the major street is the principle reason to consider installing a traffic signal. This warrant shall not be applied
at locations where the distance to the nearest traffic control signal along the major street is less than 300 feet,
unless it can be shown that the proposed traffic signal would not restrict the progressive movement of traffic.
Is the number of adequate gaps in the major crossing traffic steam during the primary crossing
period less than the number of minutes in that crossing period?No
Do 20 or more students cross at this location during the highest crossing hour?
No
Warrant 5 Satisfied?No
Are any adjacent traffic signals located so far away that they do not provide a necessary degree of
platooning and/or progressive operation?No
Warrant 6 Satisfied?No
This warrant is intended for application where the severity and frequency of crashes are the principal reasons to consider
installing a traffic control signal
Have adequate trials of alternatives failed to reduce the crash frequency?N/A
Have at least one of the following conditions apply to the reported crash history:
1. Do the number of reported angle crashes and pedestrian crashes within a 1-year period
equal or exceed the threshold number in Table 4C-2 for total angle crashes and pedestrian
crashes?
2. Do the number of reported fatal-and-injury angle crashes and pedestrian crashes within a
1-year period equal or exceed the threshold number in Table 4C-2 for total fatal-and-injury
angle crashes and pedestrian crashes?
3. Do the number of reported angle crashes and pedestrian crashes within a 3-year period
equal or exceed the threshold number in Table 4C-3 for total angle crashes and pedestrian
crashes?
4. Do the number of reported fatal-and-injury angle crashes and pedestrian crashes within a
3-year period equal or exceed the threshold number in Table 4C-3 for total fatal-and-injury
angle crashes and pedestrian crashes?
No
Is Condition A criterion met for 80% columns of Warrant 1 met?No
Is Condition B criterion met for 80% columns of Warrant 1 met?No
Are observed pedestrian volumes equal to or greater than 80% of what is required for Warrant 4?
No
Warrant 7 Satisfied?No
Jurisdiction:
General Information
Agency/Company:
Date:
Project Number:
Project Description:
Warrant 7: Crash Experience
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Warrant 5: School Crossing
Warrant 6: Coordinated Signal System
This warrant is intended for application where installation of a traffic signal would help to provide proper platooning of
vehicles and therefore provide progressive movement in a coordinated signal system.
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
Beall Street (1 lane)
Analysis Year/Case:Existing (2023)
This warrant is intended for application where installation of a traffic signal could be justified in order to
encourage concentration and organization of traffic flow on a roadway network
Do two or more of the intersecting routes at this location have at least one of the following
characteristics:
A. It is part of the street or highway system that serves as the principal roadway
network for through traffic flow; or
B. It includes rural or suburban highways outside, entering, or traversing a City; or
C. It appears as a major route on an official plan.
No
Does this intersection have an existing or immediately projected total entering volume of a least
1000 vehicles during a weekday typical peak hour and have a 5-year projected traffic volume that
meets one or more of Warrants 1, 2, and 3 during an average weekday?No
Does this intersection have an existing or immediately projected total entering volume of at least
1000 vph for each of any 5 hours of a Saturday or Sunday?N/A
Warrant 8 Satisfied?No
This warrant is intended for application where none of the conditions described in the other eight traffic signal
warrants are met, but the proximity to the intersection of a grade crossing on an intersection approach controlled
by a STOP or YIELD sign is the principal reason to consider installing a traffic signal.
Does a grade crossing exist on an approach controlled by a STOP or YIELD sign whereby the
center of the track nearest to the intersection is within 140 feet of the stop or yield line?
No
During the highest traffic volume hour during which the rail traffic uses the crossing, does the
plotted point representing vehicles per hour on the major street and the corresponding vehicles
per hour on the minor-street approach that crosses the track fall above the applicable curve in
Figure 4C-9 or 4C-10 (whichever is applicable) for the existing combination of approach lanes
over the track and the distance D, which is the clear storage distance?N/A
Warrant 9 Satisfied?N/A
Jurisdiction:
General Information
Agency/Company:
Date:
Project Number:
Project Description:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Warrant 8: Roadway Network
Warrant 9: Intersection Near a Grade Crossing
Sanbell
10/10/2024
23509
The Guthrie TIS
City of Bozeman/MDT
25 mph
North 7th Avenue (2 lanes)
Beall Street (1 lane)
Analysis Year/Case:Future (2038)
This warrant is intended for application where installation of a traffic signal could be justified in order to
encourage concentration and organization of traffic flow on a roadway network
Do two or more of the intersecting routes at this location have at least one of the following
characteristics:
A. It is part of the street or highway system that serves as the principal roadway
network for through traffic flow; or
B. It includes rural or suburban highways outside, entering, or traversing a City; or
C. It appears as a major route on an official plan.
No
Does this intersection have an existing or immediately projected total entering volume of a least
1000 vehicles during a weekday typical peak hour and have a 5-year projected traffic volume that
meets one or more of Warrants 1, 2, and 3 during an average weekday?No
Does this intersection have an existing or immediately projected total entering volume of at least
1000 vph for each of any 5 hours of a Saturday or Sunday?N/A
Warrant 8 Satisfied?No
This warrant is intended for application where none of the conditions described in the other eight traffic signal
warrants are met, but the proximity to the intersection of a grade crossing on an intersection approach controlled
by a STOP or YIELD sign is the principal reason to consider installing a traffic signal.
Does a grade crossing exist on an approach controlled by a STOP or YIELD sign whereby the
center of the track nearest to the intersection is within 140 feet of the stop or yield line?
No
During the highest traffic volume hour during which the rail traffic uses the crossing, does the
plotted point representing vehicles per hour on the major street and the corresponding vehicles
per hour on the minor-street approach that crosses the track fall above the applicable curve in
Figure 4C-9 or 4C-10 (whichever is applicable) for the existing combination of approach lanes
over the track and the distance D, which is the clear storage distance?N/A
Warrant 9 Satisfied?N/A
Jurisdiction:
General Information
Agency/Company:
Date:
Project Number:
Project Description:
Major Street Speed Limit:
Major Street (Approach Lanes):
Minor Street (Approach Lanes):
Warrant 8: Roadway Network
Warrant 9: Intersection Near a Grade Crossing