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Home My WebLink AboutAppendices_A_thru_C A P P E N D I X A TRAFFIC COUNT DATA 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.86 0.86 0.86 0.86 0 0.86 0.86 0.86 0.86 0 7:30 AM 0 0 0 31 0 31 11 71 0 0 82 0 21 0 1 22 135 7:45 AM 0 0 0 29 0 29 23 75 0 0 98 0 22 2 0 24 151 8:00 AM 0 0 0 18 0 18 17 50 0 0 67 0 21 0 0 21 106 8:15 AM 0 0 0 21 0 21 20 48 0 0 68 0 14 3 0 17 106 Grand Total 0 0 0 0 0 0 0 99 0 99 71 244 0 0 315 0 78 5 1 84 498 Medium Truck % 0.0 0.0 0.0 0.0 0.0 0.0 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 3.0 0.0 3.0 4.2 5.7 0.0 0.0 5.4 0.0 6.4 20.0 0.0 7.1 Total Truck % 0.0 0.0 0.0 3.0 0.0 3.0 4.2 5.7 0.0 0.0 5.4 0.0 6.4 20.0 0.0 7.1 Total % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 19.9 0.0 19.9 14.3 49.0 0.0 0.0 63.3 0.0 15.7 1.0 0.2 16.9 100.0 PHF 0.85 0.85 0.85 0.80 0.80 0.80 0.89 0.89 0.89 0.83 7 8 T H 5 L T 1 U U 0 TH 24 4 RT 71 0 99 0 U LT RT Westbound Agency/Company: Audrey Stoltzfus Sanderson Stewart North/South Street: Davis Lane AM Peak Hour (7:30 - 8:30 AM) 15063.01 Project Number: Southbound Davis Lane Northbound East Valley Center Road Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Davis Lane & East Valley Center Road Counted By: Ea s t V a l l e y C e n t e r R o a d E a s t V a l l e y C e n t e r R o a d 31 5 City of Bozeman / MDT Thursday, June 14, 2018 Date Performed: Count Time Period: Billings Clinic Bozeman Davis Lane East Valley Center Road East Valley Center Road Vehicle Volumes and Adjustments Davis Lane 99 In Out 76 In 17 7 I n 8 4 O u t 2 4 5 Total Entering 498 Ou t NNNNN 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.86 0.86 0.86 0.86 0 0.86 0.86 0.86 0.86 0 5:00 PM 0 6 0 47 0 53 22 48 0 0 70 0 67 2 0 69 192 5:15 PM 0 2 0 36 0 38 40 57 0 0 97 0 76 2 0 78 213 5:30 PM 0 2 0 53 0 55 19 45 0 0 64 0 84 0 0 84 203 5:45 PM 0 5 0 36 0 41 20 44 0 0 64 0 63 0 0 63 168 Grand Total 0 0 0 0 0 15 0 172 0 187 101 194 0 0 295 0 290 4 0 294 776 Medium Truck % 0.0 6.7 0.0 0.0 0.0 0.5 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 7.6 0.0 7.0 5.0 0.0 0.0 0.0 1.7 0.0 1.7 25.0 0.0 2.0 Total Truck % 0.0 6.7 0.0 7.6 0.0 7.5 5.0 0.0 0.0 0.0 1.7 0.0 1.7 25.0 0.0 2.0 Total % 0.0 0.0 0.0 0.0 0.0 1.9 0.0 22.2 0.0 24.1 13.0 25.0 0.0 0.0 38.0 0.0 37.4 0.5 0.0 37.9 100.0 PHF 1.00 1.00 1.00 0.76 0.76 0.76 0.95 0.95 0.95 0.91 2 9 0 T H 4 L T 0 U U 0 TH 19 4 RT 10 1 0 172 15 U LT RT Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: Audrey Stoltzfus Davis Lane & East Valley Center Road North/South Street: Davis Lane East Valley Center Road Date Performed: Thursday, June 14, 2018 City of Bozeman / MDT Count Time Period: PM Peak Hour (5:00 - 6:00 PM) Project Number: 15063.01 Billings Clinic Bozeman East/West Street: Ea s t V a l l e y C e n t e r R o a d Ou t 46 2 Vehicle Volumes and Adjustments Davis Lane Davis Lane East Valley Center Road East Valley Center Road Southbound Northbound Eastbound Westbound In 29 5 2 0 9 O u t Davis Lane 2 9 4 I n E a s t V a l l e y C e n t e r R o a d Total Entering 776 105 187 Out In NNNNN 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 5:00 PM 0 41 0 0 41 0 30 0 0 30 1 0 0 0 1 0 0 1 0 1 73 5:15 PM 0 35 0 0 35 0 31 0 0 31 0 0 0 0 0 0 0 0 0 0 66 5:30 PM 0 28 0 0 28 0 41 1 0 42 0 0 0 0 0 0 0 0 0 0 70 5:45 PM 0 17 0 0 17 0 30 0 0 30 0 0 0 0 0 0 0 2 0 2 49 Grand Total 0 121 0 0 121 0 132 1 0 133 1 0 0 0 1 0 0 3 0 3 258 Medium Truck % 0.0 0.8 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 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 1.5 0.0 0.0 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck % 0.0 0.8 0.0 0.0 0.8 0.0 1.5 0.0 0.0 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total % 0.0 46.9 0.0 0.0 46.9 0.0 51.2 0.4 0.0 51.6 0.4 0.0 0.0 0.0 0.4 0.0 0.0 1.2 0.0 1.2 100.0 PHF 0.74 0.74 0.74 1.00 1.00 1.00 0.25 0.25 0.25 0.75 0.75 0.75 0.88 RT TH LT U 0 121 0 0 0 R T 0 T H 3 L T 0 U U 0 LT 0 TH 0 RT 1 0 1 132 0 U LT TH RT Davis Lane 3 I n W e s t l a k e R o a d Total Entering 258 125 133 Out In Davis Lane In Out 121 132 We s t l a k e R o a d Ou t 1 Vehicle Volumes and Adjustments Davis Lane Davis Lane Westlake Road Westlake Road Southbound Northbound Eastbound Westbound In 1 0 O u t North/South Street: Davis Lane Westlake Road Date Performed: Thursday, June 21, 2018 City of Bozeman / MDT Count Time Period: PM Peak Hour (5:00 - 6:00 PM) Project Number: 15063.01 Billings Clinic Bozeman East/West Street: Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: Audrey Stoltzfus Davis Lane & Westlake Road NNNNN 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 0 16 0 0 16 1 26 0 0 27 0 0 0 0 0 0 0 0 0 0 43 7:45 AM 0 23 2 0 25 0 32 0 0 32 1 0 0 0 1 0 0 0 0 0 58 8:00 AM 0 25 0 0 25 0 15 0 0 15 0 0 0 0 0 0 0 1 0 1 41 8:15 AM 0 20 0 0 20 0 23 0 0 23 0 0 0 0 0 0 0 0 0 0 43 Grand Total 0 84 2 0 86 1 96 0 0 97 1 0 0 0 1 0 0 1 0 1 185 Medium Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Heavy Truck % 0.0 10.7 0.0 0.0 10.5 0.0 6.3 0.0 0.0 6.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck % 0.0 10.7 0.0 0.0 10.5 0.0 6.3 0.0 0.0 6.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total % 0.0 45.4 1.1 0.0 46.5 0.5 51.9 0.0 0.0 52.4 0.5 0.0 0.0 0.0 0.5 0.0 0.0 0.5 0.0 0.5 100.0 PHF 0.86 0.86 0.86 0.76 0.76 0.76 0.25 0.25 0.25 0.00 0.00 0.00 0.80 RT TH LT U 0 84 2 0 0 R T 0 T H 1 L T 0 U U 0 LT 0 TH 0 RT 1 0 0 96 1 U LT TH RT In 0 I n 1 O u t 3 Total Entering 185 Ou t Davis Lane 97 In Out 86 Davis Lane 86 In Out 96 We s t l a k e R o a d W e s t l a k e R o a d 1 City of Bozeman / MDT Thursday, June 21, 2018 Date Performed: Count Time Period: Billings Clinic Bozeman Davis Lane Westlake Road Westlake Road Vehicle Volumes and Adjustments INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Davis Lane & Westlake Road Counted By: Westbound Agency/Company: Audrey Stoltzfus Sanderson Stewart North/South Street: Davis Lane AM Peak Hour (7:30 - 8:30 AM) 15063.01 Project Number: Southbound Davis Lane Northbound Westlake Road Eastbound East/West Street: NNNNN 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.86 0.86 0.86 0.86 0 0.86 0.86 0.86 0.86 0 7:30 AM 0 0 0 8 0 8 2 65 0 0 67 0 15 0 0 15 90 7:45 AM 0 0 0 2 0 2 3 62 0 0 65 0 15 1 0 16 83 8:00 AM 0 0 0 3 0 3 2 56 0 0 58 0 11 1 0 12 73 8:15 AM 0 0 0 3 0 3 3 43 0 0 46 0 20 2 0 22 71 Grand Total 0 0 0 0 0 0 0 16 0 16 10 226 0 0 236 0 61 4 0 65 317 Medium Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Heavy Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 0.0 0.0 3.8 0.0 3.3 0.0 0.0 3.1 Total Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.4 0.0 0.0 4.2 0.0 3.3 0.0 0.0 3.1 Total % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.0 0.0 5.0 3.2 71.3 0.0 0.0 74.4 0.0 19.2 1.3 0.0 20.5 100.0 PHF 1.00 1.00 1.00 0.90 0.90 0.90 1.00 1.00 1.00 0.95 6 1 T H 4 L T 0 U U 0 TH 22 6 RT 10 0 16 0 U LT RT Westbound Agency/Company: Audrey Stoltzfus Sanderson Stewart North/South Street: North 27th Avenue AM Peak Hour (7:30 - 8:30 AM) 15063.01 Project Number: Southbound North 27th Avenue Northbound East Valley Center Drive Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information North 27th Avenue & East Valley Center Drive Counted By: Ea s t V a l l e y C e n t e r D r i v e E a s t V a l l e y C e n t e r D r i v e 23 6 City of Bozeman / MDT Thursday, June 21, 2018 Date Performed: Count Time Period: Billings Clinic Bozeman North 27th Avenue East Valley Center Drive East Valley Center Drive Vehicle Volumes and Adjustments North 27th Avenue 16 In Out 14 In 77 I n 6 5 O u t 2 2 6 Total Entering 317 Ou t NNNNN 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 0 15 0 0 15 3 27 0 0 30 0 0 0 0 0 0 0 9 0 9 54 7:45 AM 0 29 0 0 29 3 31 0 0 34 0 0 0 0 0 1 0 10 0 11 74 8:00 AM 0 24 2 0 26 8 14 0 0 22 0 0 0 0 0 1 0 4 0 5 53 8:15 AM 0 20 1 0 21 3 24 0 0 27 0 0 0 0 0 0 0 7 0 7 55 Grand Total 0 88 3 0 91 17 96 0 0 113 0 0 0 0 0 2 0 30 0 32 236 Medium Truck % 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Heavy Truck % 0.0 13.6 0.0 0.0 13.2 5.9 6.3 0.0 0.0 6.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck % 0.0 13.6 0.0 0.0 13.2 5.9 7.3 0.0 0.0 7.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total % 0.0 37.3 1.3 0.0 38.6 7.2 40.7 0.0 0.0 47.9 0.0 0.0 0.0 0.0 0.0 0.8 0.0 12.7 0.0 13.6 100.0 PHF 0.78 0.78 0.78 0.83 0.83 0.83 0.00 0.00 0.00 0.73 0.73 0.73 0.80 RT TH LT U 0 88 3 0 2 R T 0 T H 3 0 L T 0 U U 0 LT 0 TH 0 RT 0 0 0 96 17 U LT TH RT In 0 I n 3 2 O u t 2 0 Total Entering 236 Ou t Davis Lane 113 In Out 118 Davis Lane 91 In Out 98 Ca t a m o u n t S t r e e t C a t a m o u n t S t r e e t 0 City of Bozeman / MDT Thursday, June 21, 2018 Date Performed: Count Time Period: Billings Clinic Bozeman Davis Lane Catamount Street Catamount Street Vehicle Volumes and Adjustments INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Catamount Street & Davis Lane Counted By: Westbound Agency/Company: Audrey Stoltzfus Sanderson Stewart North/South Street: Davis Lane AM Peak Hour (7:30 - 8:30 AM) 15063.01 Project Number: Southbound Davis Lane Northbound Catamount Street Eastbound East/West Street: NNNNN 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 5:00 PM 0 45 0 0 45 13 30 0 0 43 0 0 0 0 0 1 0 4 0 5 93 5:15 PM 0 32 2 0 34 17 32 0 0 49 0 0 0 0 0 0 0 3 0 3 86 5:30 PM 0 27 3 0 30 15 38 0 0 53 0 0 0 0 0 3 0 4 0 7 90 5:45 PM 0 17 2 0 19 13 33 0 0 46 0 0 0 0 0 2 0 8 1 11 76 Grand Total 0 121 7 0 128 58 133 0 0 191 0 0 0 0 0 6 0 19 1 26 345 Medium Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Heavy Truck % 0.0 1.7 0.0 0.0 1.6 0.0 1.5 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck % 0.0 1.7 0.0 0.0 1.6 0.0 1.5 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total % 0.0 35.1 2.0 0.0 37.1 16.8 38.6 0.0 0.0 55.4 0.0 0.0 0.0 0.0 0.0 1.7 0.0 5.5 0.3 7.5 100.0 PHF 0.71 0.71 0.71 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00 0.93 RT TH LT U 0 121 7 0 6 R T 0 T H 1 9 L T 1 U U 0 LT 0 TH 0 RT 0 0 0 133 58 U LT TH RT Davis Lane 2 6 I n C a t a m o u n t S t r e e t Total Entering 345 140 191 Out In Davis Lane In Out 128 139 Ca t a m o u n t S t r e e t Ou t 0 Vehicle Volumes and Adjustments Davis Lane Davis Lane Catamount Street Catamount Street Southbound Northbound Eastbound Westbound In 0 6 6 O u t North/South Street: Davis Lane Catamount Street Date Performed: Thursday, June 21, 2018 City of Bozeman / MDT Count Time Period: PM Peak Hour (5:00 - 6:00 PM) Project Number: 15063.01 Billings Clinic Bozeman East/West Street: Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: Audrey Stoltzfus Catamount Street & Davis Lane NNNNN 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 0 2 0 0 2 6 1 2 0 9 7 10 0 0 17 0 1 0 0 1 29 7:45 AM 0 4 0 0 4 2 7 4 0 13 5 13 0 0 18 0 5 5 0 10 45 8:00 AM 0 1 0 0 1 2 2 1 0 5 6 11 2 0 19 1 3 2 0 6 31 8:15 AM 1 3 0 0 4 4 3 1 0 8 5 10 0 0 15 0 8 1 0 9 36 Grand Total 1 10 0 0 11 14 13 8 0 35 23 44 2 0 69 1 17 8 0 26 141 Medium Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 7.7 0.0 0.0 2.9 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 3.8 Total Truck % 0.0 0.0 0.0 0.0 0.0 0.0 7.7 0.0 0.0 2.9 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 3.8 Total % 0.7 7.1 0.0 0.0 7.8 9.9 9.2 5.7 0.0 24.8 16.3 31.2 1.4 0.0 48.9 0.7 12.1 5.7 0.0 18.4 100.0 PHF 0.69 0.69 0.69 0.67 0.67 0.67 0.96 0.96 0.96 0.65 0.65 0.65 0.78 RT TH LT U 1 10 0 0 1 R T 1 7 T H 8 L T 0 U U 0 LT 2 TH 44 RT 23 0 8 13 14 U LT TH RT Westbound Agency/Company: Audrey Stoltzfus Sanderson Stewart North/South Street: North 27th Avenue AM Peak Hour (7:30 - 8:30 AM) 15063.01 Project Number: Southbound North 27th Avenue Northbound Catamount Street Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Catamount Street & North 27th Avenue Counted By: Ca t a m o u n t S t r e e t C a t a m o u n t S t r e e t 69 City of Bozeman / MDT Thursday, June 14, 2018 Date Performed: Count Time Period: Billings Clinic Bozeman North 27th Avenue Catamount Street Catamount Street Vehicle Volumes and Adjustments North 27th Avenue 11 In Out 16 North 27th Avenue 35 In Out 41 In 26 I n 2 6 O u t 5 8 Total Entering 141 Ou t NNNNN 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 5:00 PM 1 7 1 0 9 0 24 5 0 29 7 9 0 0 16 0 6 2 0 8 62 5:15 PM 0 5 0 0 5 3 23 3 0 29 8 11 0 0 19 2 13 3 0 18 71 5:30 PM 1 8 0 0 9 6 29 6 0 41 5 7 0 0 12 0 14 6 0 20 82 5:45 PM 2 5 0 0 7 1 25 3 0 29 7 7 0 0 14 1 10 7 0 18 68 Grand Total 4 25 1 0 30 10 101 17 0 128 27 34 0 0 61 3 43 18 0 64 283 Medium Truck % 25.0 0.0 0.0 0.0 3.3 0.0 0.0 0.0 0.0 0.0 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 2.0 0.0 0.0 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck % 25.0 0.0 0.0 0.0 3.3 0.0 2.0 0.0 0.0 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total % 1.4 8.8 0.4 0.0 10.6 3.5 35.7 6.0 0.0 45.2 9.5 12.0 0.0 0.0 21.6 1.1 15.2 6.4 0.0 22.6 100.0 PHF 0.83 0.83 0.83 0.78 0.78 0.78 1.00 1.00 1.00 0.80 0.80 0.80 0.86 RT TH LT U 4 25 1 0 3 R T 4 3 T H 1 8 L T 0 U U 0 LT 0 TH 34 RT 27 0 17 101 10 U LT TH RT Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: Audrey Stoltzfus Catamount Street & North 27th Avenue North/South Street: North 27th Avenue Catamount Street Date Performed: Thursday, June 14, 2018 City of Bozeman / MDT Count Time Period: PM Peak Hour (5:00 - 6:00 PM) Project Number: 15063.01 Billings Clinic Bozeman East/West Street: Ca t a m o u n t S t r e e t Ou t 64 Vehicle Volumes and Adjustments North 27th Avenue North 27th Avenue Catamount Street Catamount Street Southbound Northbound Eastbound Westbound In 61 4 5 O u t North 27th Avenue In Out 30 104 North 27th Avenue 6 4 I n C a t a m o u n t S t r e e t Total Entering 283 70 128 Out In NNNNN 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 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 2 68 0 0 70 0 21 3 0 24 17 0 0 0 17 0 0 8 0 8 119 7:45 AM 3 66 0 0 69 0 9 6 4 19 25 0 5 0 30 1 0 12 0 13 131 8:00 AM 1 54 0 0 55 1 15 4 3 23 26 1 0 0 27 1 0 13 0 14 119 8:15 AM 0 45 0 0 45 0 21 5 6 32 13 0 0 0 13 0 1 8 0 9 99 Grand Total 6 233 0 0 239 1 66 18 13 98 81 1 5 0 87 2 1 41 0 44 468 Medium Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.0 0.0 0.0 1.1 0.0 0.0 0.0 0.0 0.0 Heavy Truck % 0.0 4.3 0.0 0.0 4.2 0.0 4.5 0.0 0.0 3.1 1.2 0.0 0.0 0.0 1.1 0.0 0.0 2.4 0.0 2.3 Total Truck % 0.0 4.3 0.0 0.0 4.2 0.0 4.5 0.0 0.0 3.1 2.5 0.0 0.0 0.0 2.3 0.0 0.0 2.4 0.0 2.3 Total % 1.3 49.8 0.0 0.0 51.1 0.2 14.1 3.8 2.8 20.9 17.3 0.2 1.1 0.0 18.6 0.4 0.2 8.8 0.0 9.4 100.0 PHF 0.87 0.87 0.87 1.00 1.00 1.00 0.73 0.73 0.73 0.85 0.85 0.85 0.90 RT TH LT U 6 233 0 0 2 R T 1 T H 4 1 L T 0 U U 0 LT 5 TH 1 RT 81 13 18 66 1 U LT TH RT Westbound Agency/Company: Audrey Stoltzfus Sanderson Stewart North/South Street: East Valley Center Drive AM Peak Hour (7:30 - 8:30 AM) 15063.01 Project Number: Southbound East Valley Center Drive Northbound Catamount Street Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Catamount Street & East Valley Center Drive Counted By: Ca t a m o u n t S t r e e t C a t a m o u n t S t r e e t 87 City of Bozeman / MDT Thursday, June 21, 2018 Date Performed: Count Time Period: Billings Clinic Bozeman East Valley Center Drive Catamount Street Catamount Street Vehicle Volumes and Adjustments East Valley Center Drive 239 In Out 73 East Valley Center Drive 98 In Out 368 In 25 I n 4 4 O u t 2 Total Entering 468 Ou t NNNNN 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 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 5:00 PM 2 44 1 0 47 14 60 18 1 93 17 1 2 0 20 0 0 6 0 6 166 5:15 PM 5 29 5 0 39 12 52 16 4 84 17 2 1 0 20 4 1 5 0 10 153 5:30 PM 0 40 2 0 42 9 40 19 2 70 14 1 2 0 17 1 1 12 0 14 143 5:45 PM 1 38 1 0 40 8 46 8 3 65 11 1 1 0 13 2 0 6 0 8 126 Grand Total 8 151 9 0 168 43 198 61 10 312 59 5 6 0 70 7 2 29 0 38 588 Medium Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 2.3 0.0 1.6 0.0 0.6 1.7 0.0 0.0 0.0 1.4 0.0 0.0 0.0 0.0 0.0 Total Truck % 0.0 0.0 0.0 0.0 0.0 2.3 0.0 1.6 0.0 0.6 1.7 0.0 0.0 0.0 1.4 0.0 0.0 0.0 0.0 0.0 Total % 1.4 25.7 1.5 0.0 28.6 7.3 33.7 10.4 1.7 53.1 10.0 0.9 1.0 0.0 11.9 1.2 0.3 4.9 0.0 6.5 100.0 PHF 0.90 0.90 0.90 0.84 0.84 0.84 0.88 0.88 0.88 1.00 1.00 1.00 0.88 RT TH LT U 8 151 9 0 7 R T 2 T H 2 9 L T 0 U U 0 LT 6 TH 5 RT 59 10 61 198 43 U LT TH RT Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: Audrey Stoltzfus Catamount Street & East Valley Center Drive North/South Street: East Valley Center Drive Catamount Street Date Performed: Thursday, June 21, 2018 City of Bozeman / MDT Count Time Period: PM Peak Hour (5:00 - 6:00 PM) Project Number: 15063.01 Billings Clinic Bozeman East/West Street: Ca t a m o u n t S t r e e t Ou t 71 Vehicle Volumes and Adjustments East Valley Center Drive East Valley Center Drive Catamount Street Catamount Street Southbound Northbound Eastbound Westbound In 70 5 7 O u t East Valley Center Drive In Out 168 211 East Valley Center Drive 3 8 I n C a t a m o u n t S t r e e t Total Entering 588 249 312 Out In NNNNN 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 0 6 3 0 9 10 8 4 0 22 6 15 0 0 21 1 6 2 0 9 61 7:45 AM 0 9 6 0 15 12 5 4 0 21 7 18 0 0 25 2 7 0 0 9 70 8:00 AM 3 9 2 0 14 5 4 4 0 13 4 16 2 0 22 0 8 1 0 9 58 8:15 AM 2 12 6 0 20 5 4 0 0 9 3 11 1 0 15 2 5 1 0 8 52 Grand Total 5 36 17 0 58 32 21 12 0 65 20 60 3 0 83 5 26 4 0 35 241 Medium Truck % 0.0 2.8 0.0 0.0 1.7 3.1 4.8 0.0 0.0 3.1 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 0.0 0.0 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 Truck % 0.0 2.8 0.0 0.0 1.7 3.1 4.8 0.0 0.0 3.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total % 2.1 14.9 7.1 0.0 24.1 13.3 8.7 5.0 0.0 27.0 8.3 24.9 1.2 0.0 34.4 2.1 10.8 1.7 0.0 14.5 100.0 PHF 0.97 0.97 0.97 0.77 0.77 0.77 0.83 0.83 0.83 0.97 0.97 0.97 0.86 RT TH LT U 5 36 17 0 5 R T 2 6 T H 4 L T 0 U U 0 LT 3 TH 60 RT 20 0 12 21 32 U LT TH RT In 43 I n 3 5 O u t 1 0 9 Total Entering 241 Ou t North 27th Avenue 65 In Out 60 North 27th Avenue 58 In Out 29 Ca t r o n S t r e e t C a t r o n S t r e e t 83 City of Bozeman / MDT Thursday, June 21, 2018 Date Performed: Count Time Period: Billings Clinic Bozeman North 27th Avenue Catron Street Catron Street Vehicle Volumes and Adjustments INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Catron Street & North 27th Avenue Counted By: Westbound Agency/Company: Audrey Stoltzfus Sanderson Stewart North/South Street: North 27th Avenue AM Peak Hour (7:30 - 8:30 AM) 15063.01 Project Number: Southbound North 27th Avenue Northbound Catron Street Eastbound East/West Street: NNNNN 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 5:00 PM 1 5 11 0 17 5 4 2 0 11 3 23 0 0 26 19 37 5 0 61 115 5:15 PM 1 9 9 0 19 6 10 8 0 24 8 33 0 0 41 9 33 8 0 50 134 5:30 PM 2 8 11 0 21 7 12 5 0 24 2 26 1 0 29 12 37 5 0 54 128 5:45 PM 0 13 6 0 19 8 14 5 0 27 5 23 0 0 28 13 32 6 0 51 125 Grand Total 4 35 37 0 76 26 40 20 0 86 18 105 1 0 124 53 139 24 0 216 502 Medium Truck % 0.0 0.0 0.0 0.0 0.0 3.8 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 4.2 0.0 0.9 Total Truck % 0.0 0.0 0.0 0.0 0.0 3.8 0.0 0.0 0.0 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.7 4.2 0.0 0.9 Total % 0.8 7.0 7.4 0.0 15.1 5.2 8.0 4.0 0.0 17.1 3.6 20.9 0.2 0.0 24.7 10.6 27.7 4.8 0.0 43.0 100.0 PHF 1.00 1.00 1.00 0.90 0.90 0.90 0.76 0.76 0.76 1.00 1.00 1.00 0.94 RT TH LT U 4 35 37 0 5 3 R T 1 3 9 T H 2 4 L T 0 U U 0 LT 1 TH 10 5 RT 18 0 20 40 26 U LT TH RT Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: Audrey Stoltzfus Catron Street & North 27th Avenue North/South Street: North 27th Avenue Catron Street Date Performed: Thursday, June 21, 2018 City of Bozeman / MDT Count Time Period: PM Peak Hour (5:00 - 6:00 PM) Project Number: 15063.01 Billings Clinic Bozeman East/West Street: Ca t r o n S t r e e t Ou t 16 3 Vehicle Volumes and Adjustments North 27th Avenue North 27th Avenue Catron Street Catron Street Southbound Northbound Eastbound Westbound In 12 4 1 6 8 O u t North 27th Avenue In Out 76 94 North 27th Avenue 2 1 6 I n C a t r o n S t r e e t Total Entering 502 77 86 Out In NNNNN 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 3 29 2 0 34 2 38 0 0 40 2 10 10 0 22 2 5 5 0 12 108 7:45 AM 10 40 1 0 51 7 31 1 0 39 0 9 12 0 21 0 6 10 0 16 127 8:00 AM 7 30 1 0 38 3 29 0 0 32 0 6 4 0 10 2 2 11 0 15 95 8:15 AM 4 40 0 0 44 5 25 0 0 30 0 5 16 0 21 3 4 4 0 11 106 Grand Total 24 139 4 0 167 17 123 1 0 141 2 30 42 0 74 7 17 30 0 54 436 Medium Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Heavy Truck % 4.2 2.9 0.0 0.0 3.0 0.0 2.4 0.0 0.0 2.1 0.0 6.7 0.0 0.0 2.7 0.0 0.0 3.3 0.0 1.9 Total Truck % 4.2 2.9 0.0 0.0 3.0 0.0 2.4 0.0 0.0 2.1 0.0 6.7 0.0 0.0 2.7 0.0 0.0 3.3 0.0 1.9 Total % 5.5 31.9 0.9 0.0 38.3 3.9 28.2 0.2 0.0 32.3 0.5 6.9 9.6 0.0 17.0 1.6 3.9 6.9 0.0 12.4 100.0 PHF 0.82 0.82 0.82 0.90 0.90 0.90 0.88 0.88 0.88 0.84 0.84 0.84 0.86 RT TH LT U 24 139 4 0 7 R T 1 7 T H 3 0 L T 0 U U 0 LT 42 TH 30 RT 2 0 1 123 17 U LT TH RT Westbound Agency/Company: Audrey Stoltzfus Sanderson Stewart North/South Street: Davis Lane AM Peak Hour (7:30 - 8:30 AM) 15063.01 Project Number: Southbound Davis Lane Northbound Cattail Street Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Cattail Street & Davis Lane Counted By: Ca t t a i l S t r e e t C a t t a i l S t r e e t 74 City of Bozeman / MDT Thursday, June 14, 2018 Date Performed: Count Time Period: Billings Clinic Bozeman Davis Lane Cattail Street Cattail Street Vehicle Volumes and Adjustments Davis Lane 167 In Out 172 Davis Lane 141 In Out 171 In 42 I n 5 4 O u t 5 1 Total Entering 436 Ou t NNNNN 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 5:00 PM 17 41 2 0 60 17 77 2 0 96 1 7 10 0 18 2 11 11 0 24 198 5:15 PM 17 70 1 0 88 18 72 0 0 90 0 12 21 0 33 2 7 7 0 16 227 5:30 PM 13 53 0 0 66 13 69 0 0 82 3 16 20 0 39 3 8 17 0 28 215 5:45 PM 13 45 0 0 58 16 60 3 0 79 0 11 13 0 24 1 7 18 0 26 187 Grand Total 60 209 3 0 272 64 278 5 0 347 4 46 64 0 114 8 33 53 0 94 827 Medium Truck % 0.0 0.5 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 2.2 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 Heavy Truck % 0.0 2.4 0.0 0.0 1.8 0.0 4.3 0.0 0.0 3.5 0.0 0.0 1.6 0.0 0.9 0.0 0.0 0.0 0.0 0.0 Total Truck % 0.0 2.9 0.0 0.0 2.2 0.0 4.3 0.0 0.0 3.5 0.0 2.2 1.6 0.0 1.8 0.0 0.0 0.0 0.0 0.0 Total % 7.3 25.3 0.4 0.0 32.9 7.7 33.6 0.6 0.0 42.0 0.5 5.6 7.7 0.0 13.8 1.0 4.0 6.4 0.0 11.4 100.0 PHF 0.77 0.77 0.77 0.96 0.96 0.96 0.86 0.86 0.86 1.00 1.00 1.00 0.91 RT TH LT U 60 209 3 0 8 R T 3 3 T H 5 3 L T 0 U U 0 LT 64 TH 46 RT 4 0 5 278 64 U LT TH RT Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: Audrey Stoltzfus Cattail Street & Davis Lane North/South Street: Davis Lane Cattail Street Date Performed: Thursday, June 14, 2018 City of Bozeman / MDT Count Time Period: PM Peak Hour (5:00 - 6:00 PM) Project Number: 15063.01 Billings Clinic Bozeman East/West Street: Ca t t a i l S t r e e t Ou t 98 Vehicle Volumes and Adjustments Davis Lane Davis Lane Cattail Street Cattail Street Southbound Northbound Eastbound Westbound In 11 4 1 1 3 O u t Davis Lane In Out 272 350 Davis Lane 9 4 I n C a t t a i l S t r e e t Total Entering 827 266 347 Out In NNNNN 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 5 14 0 0 19 0 16 5 0 21 14 0 4 0 18 0 58 7:45 AM 2 22 0 0 24 0 14 6 0 20 11 0 7 0 18 0 62 8:00 AM 5 12 0 0 17 0 10 1 0 11 14 0 3 1 18 0 46 8:15 AM 4 11 0 0 15 0 7 9 0 16 11 0 5 0 16 0 47 Grand Total 16 59 0 0 75 0 47 21 0 68 50 0 19 1 70 0 0 0 0 0 213 Medium Truck % 0.0 1.7 0.0 0.0 1.3 0.0 4.3 0.0 0.0 2.9 0.0 0.0 0.0 0.0 0.0 0.0 Heavy Truck % 18.8 0.0 0.0 0.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck % 18.8 1.7 0.0 0.0 5.3 0.0 4.3 0.0 0.0 2.9 0.0 0.0 0.0 0.0 0.0 0.0 Total % 7.5 27.7 0.0 0.0 35.2 0.0 22.1 9.9 0.0 31.9 23.5 0.0 8.9 0.5 32.9 0.0 0.0 0.0 0.0 0.0 100.0 PHF 0.78 0.78 0.78 0.85 0.85 0.85 0.97 0.97 0.97 0.86 RT TH U 16 59 0 U 1 LT 19 RT 50 0 21 47 U LT TH In 38 Total Entering 213 Ou t North 27th Avenue 68 In Out 109 North 27th Avenue 75 In Out 66 Ca t t a i l S t r e e t 70 City of Bozeman / MDT Thursday, June 21, 2018 Date Performed: Count Time Period: Billings Clinic Bozeman North 27th Avenue Cattail Street Cattail Street Vehicle Volumes and Adjustments INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Cattail Street & North 27th Avenue Counted By: Westbound Agency/Company: Audrey Stoltzfus Sanderson Stewart North/South Street: North 27th Avenue AM Peak Hour (7:30 - 8:30 AM) 15063.01 Project Number: Southbound North 27th Avenue Northbound Cattail Street Eastbound East/West Street: NNNNN 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 5:00 PM 5 10 0 0 15 0 9 18 0 27 9 0 4 0 13 0 55 5:15 PM 6 12 0 0 18 0 19 25 0 44 17 0 2 0 19 0 81 5:30 PM 3 15 0 0 18 0 18 15 0 33 24 0 8 0 32 0 83 5:45 PM 6 14 0 0 20 0 18 11 0 29 20 0 6 0 26 0 75 Grand Total 20 51 0 0 71 0 64 69 0 133 70 0 20 0 90 0 0 0 0 0 294 Medium Truck % 0.0 0.0 0.0 0.0 0.0 0.0 1.6 0.0 0.0 0.8 1.4 0.0 0.0 0.0 1.1 0.0 Heavy Truck % 0.0 2.0 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 0.0 Total Truck % 0.0 2.0 0.0 0.0 1.4 0.0 1.6 0.0 0.0 0.8 1.4 0.0 0.0 0.0 1.1 0.0 Total % 6.8 17.3 0.0 0.0 24.1 0.0 21.8 23.5 0.0 45.2 23.8 0.0 6.8 0.0 30.6 0.0 0.0 0.0 0.0 0.0 100.0 PHF 0.99 0.99 0.99 1.00 1.00 1.00 0.70 0.70 0.70 0.89 RT TH U 20 51 0 U 0 LT 20 RT 70 0 69 64 U LT TH North 27th Avenue Total Entering 294 121 133 Out In North 27th Avenue In Out 71 84 Ca t t a i l S t r e e t Ou t 89 Vehicle Volumes and Adjustments North 27th Avenue North 27th Avenue Cattail Street Cattail Street Southbound Northbound Eastbound Westbound In 90 North/South Street: North 27th Avenue Cattail Street Date Performed: Thursday, June 21, 2018 City of Bozeman / MDT Count Time Period: PM Peak Hour (5:00 - 6:00 PM) Project Number: 15063.01 Billings Clinic Bozeman East/West Street: Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: Audrey Stoltzfus Cattail Street & North 27th Avenue NNNNN 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 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 1 187 7 1 196 2 132 17 0 151 36 0 14 0 50 5 0 3 0 8 405 7:45 AM 3 219 15 0 237 3 165 22 0 190 58 2 14 0 74 3 0 1 0 4 505 8:00 AM 3 198 11 0 212 2 119 9 0 130 31 0 6 0 37 8 1 0 0 9 388 8:15 AM 2 114 6 1 123 3 137 21 0 161 35 0 10 0 45 11 0 0 0 11 340 Grand Total 9 718 39 2 768 10 553 69 0 632 160 2 44 0 206 27 1 4 0 32 1638 Medium Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.4 0.0 0.3 0.6 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 Heavy Truck % 11.1 3.6 15.4 0.0 4.3 20.0 3.3 2.9 0.0 3.5 0.6 0.0 0.0 0.0 0.5 18.5 0.0 25.0 0.0 18.8 Total Truck % 11.1 3.6 15.4 0.0 4.3 20.0 3.4 4.3 0.0 3.8 1.3 0.0 0.0 0.0 1.0 18.5 0.0 25.0 0.0 18.8 Total % 0.5 43.8 2.4 0.1 46.9 0.6 33.8 4.2 0.0 38.6 9.8 0.1 2.7 0.0 12.6 1.6 0.1 0.2 0.0 2.0 100.0 PHF 0.81 0.81 0.81 0.83 0.83 0.83 0.70 0.70 0.70 1.00 1.00 1.00 0.81 RT TH LT U 9 718 39 2 2 7 R T 1 T H 4 L T 0 U U 0 LT 44 TH 2 RT 16 0 0 69 553 10 U LT TH RT Westbound Agency/Company: Audrey Stoltzfus Sanderson Stewart North/South Street: North 19th Avenue AM Peak Hour (7:30 - 8:30 AM) 15063.01 Project Number: Southbound North 19th Avenue Northbound Cattail Street Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information North 19th Avenue & Cattail Street Counted By: Ca t t a i l S t r e e t C a t t a i l S t r e e t 20 6 City of Bozeman / MDT Thursday, June 14, 2018 Date Performed: Count Time Period: Billings Clinic Bozeman North 19th Avenue Cattail Street Cattail Street Vehicle Volumes and Adjustments North 19th Avenue 768 In Out 626 North 19th Avenue 632 In Out 882 In 79 I n 3 2 O u t 5 1 Total Entering 1638 Ou t NNNNN 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 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 5:00 PM 5 172 2 2 181 1 264 56 0 321 56 0 9 0 65 20 2 7 0 29 596 5:15 PM 3 165 3 1 172 4 256 52 0 312 76 0 13 0 89 16 10 0 0 26 599 5:30 PM 9 203 3 2 217 5 243 53 0 301 65 1 18 0 84 8 11 0 0 19 621 5:45 PM 6 192 3 1 202 5 252 66 0 323 57 0 11 0 68 13 6 1 0 20 613 Grand Total 23 732 11 6 772 15 1015 227 0 1257 254 1 51 0 306 57 29 8 0 94 2429 Medium Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.1 0.4 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 Heavy Truck % 0.0 2.0 27.3 0.0 2.3 6.7 1.6 0.9 0.0 1.5 0.8 0.0 2.0 0.0 1.0 5.3 0.0 0.0 0.0 3.2 Total Truck % 0.0 2.0 27.3 0.0 2.3 6.7 1.6 1.3 0.0 1.6 1.2 0.0 2.0 0.0 1.3 5.3 0.0 0.0 0.0 3.2 Total % 0.9 30.1 0.5 0.2 31.8 0.6 41.8 9.3 0.0 51.7 10.5 0.0 2.1 0.0 12.6 2.3 1.2 0.3 0.0 3.9 100.0 PHF 0.89 0.89 0.89 1.00 1.00 1.00 0.91 0.91 0.91 1.00 1.00 1.00 0.98 RT TH LT U 23 732 11 6 5 7 R T 2 9 T H 8 L T 0 U U 0 LT 51 TH 1 RT 25 4 0 227 1015 15 U LT TH RT Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: Audrey Stoltzfus North 19th Avenue & Cattail Street North/South Street: North 19th Avenue Cattail Street Date Performed: Thursday, June 14, 2018 City of Bozeman / MDT Count Time Period: PM Peak Hour (5:00 - 6:00 PM) Project Number: 15063.01 Billings Clinic Bozeman East/West Street: Ca t t a i l S t r e e t Ou t 27 9 Vehicle Volumes and Adjustments North 19th Avenue North 19th Avenue Cattail Street Cattail Street Southbound Northbound Eastbound Westbound In 30 6 2 7 O u t North 19th Avenue In Out 772 1129 North 19th Avenue 9 4 I n C a t t a i l S t r e e t Total Entering 2429 994 1257 Out In NNNNN 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 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.85 0.85 0.85 0.85 0 1.00 1.00 1.00 1.00 0 7:30 AM 20 177 5 0 202 0 113 8 0 121 70 0 62 0 132 6 1 1 0 8 463 7:45 AM 50 176 0 0 226 1 121 10 0 132 68 0 79 0 147 1 0 0 0 1 506 8:00 AM 53 180 3 0 236 1 90 13 0 104 43 0 71 0 114 8 0 0 0 8 462 8:15 AM 30 132 1 0 163 0 103 18 0 121 48 0 86 0 134 3 0 1 0 4 422 Grand Total 153 665 9 0 827 2 427 49 0 478 229 0 298 0 527 18 1 2 0 21 1853 Medium Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.1 0.0 0.4 0.4 0.0 0.3 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Heavy Truck % 3.3 2.6 11.1 0.0 2.8 0.0 4.4 14.3 0.0 5.4 2.6 0.0 3.0 0.0 2.8 16.7 0.0 0.0 0.0 14.3 Total Truck % 3.3 2.6 11.1 0.0 2.8 0.0 4.4 18.4 0.0 5.9 3.1 0.0 3.4 0.0 3.2 16.7 0.0 0.0 0.0 14.3 Total % 8.3 35.9 0.5 0.0 44.6 0.1 23.0 2.6 0.0 25.8 12.4 0.0 16.1 0.0 28.4 1.0 0.1 0.1 0.0 1.1 100.0 PHF 0.92 0.92 0.92 0.90 0.90 0.90 0.89 0.89 0.89 1.00 1.00 1.00 0.91 RT TH LT U 153 665 9 0 1 8 R T 1 T H 2 L T 0 U U 0 LT 29 8 TH 0 RT 22 9 0 49 427 2 U LT TH RT Westbound Agency/Company: Audrey Stoltzfus Sanderson Stewart North/South Street: North 19th Avenue AM Peak Hour (7:30 - 8:30 AM) 15063.01 Project Number: Southbound North 19th Avenue Northbound East Valley Center Drive Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information North 19th Avenue & East Valley Center Drive Counted By: Ea s t V a l l e y C e n t e r D r i v e E a s t V a l l e y C e n t e r D r i v e 52 7 City of Bozeman / MDT Thursday, August 30, 2018 Date Performed: Count Time Period: Billings Clinic Bozeman North 19th Avenue East Valley Center Drive East Valley Center Drive Vehicle Volumes and Adjustments North 19th Avenue 827 In Out 743 North 19th Avenue 478 In Out 896 In 20 3 I n 2 1 O u t 1 1 Total Entering 1853 Ou t NNNNN 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 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.85 0.85 0.85 0.85 0 1.00 1.00 1.00 1.00 0 5:00 PM 84 141 9 0 234 0 190 57 0 247 63 1 83 0 147 10 0 5 0 15 643 5:15 PM 92 153 3 0 248 0 170 67 0 237 53 0 94 0 147 4 0 2 0 6 638 5:30 PM 90 143 4 0 237 0 177 44 0 221 50 1 70 0 121 2 4 3 1 10 589 5:45 PM 72 173 4 0 249 0 155 57 0 212 57 1 74 0 132 4 3 3 0 10 603 Grand Total 338 610 20 0 968 0 692 225 0 917 223 3 321 0 547 20 7 13 1 41 2473 Medium Truck % 0.6 0.3 0.0 0.0 0.4 0.0 0.1 0.4 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Heavy Truck % 0.0 2.5 15.0 0.0 1.9 0.0 1.4 0.4 0.0 1.2 0.9 0.0 0.6 0.0 0.7 15.0 0.0 0.0 0.0 7.3 Total Truck % 0.6 2.8 15.0 0.0 2.3 0.0 1.6 0.9 0.0 1.4 0.9 0.0 0.6 0.0 0.7 15.0 0.0 0.0 0.0 7.3 Total % 13.7 24.7 0.8 0.0 39.1 0.0 28.0 9.1 0.0 37.1 9.0 0.1 13.0 0.0 22.1 0.8 0.3 0.5 0.0 1.7 100.0 PHF 1.00 1.00 1.00 0.93 0.93 0.93 0.93 0.93 0.93 0.68 0.68 0.68 0.96 RT TH LT U 338 610 20 0 2 0 R T 7 T H 1 3 L T 1 U U 0 LT 32 1 TH 3 RT 22 3 0 225 692 0 U LT TH RT Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: Audrey Stoltzfus North 19th Avenue & East Valley Center Drive North/South Street: North 19th Avenue East Valley Center Drive Date Performed: Thursday, August 30, 2018 City of Bozeman / MDT Count Time Period: PM Peak Hour (5:00 - 6:00 PM) Project Number: 15063.01 Billings Clinic Bozeman East/West Street: Ea s t V a l l e y C e n t e r D r i v e Ou t 57 0 Vehicle Volumes and Adjustments North 19th Avenue North 19th Avenue East Valley Center Drive East Valley Center Drive Southbound Northbound Eastbound Westbound In 54 7 2 4 O u t North 19th Avenue In Out 968 1033 North 19th Avenue 4 1 I n E a s t V a l l e y C e n t e r D r i v e Total Entering 2473 846 917 Out In NNNNN A P P E N D I X B CAPACITY CALCULATIONS – EXISTING CONDITIONS (2020) HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Davis & Valley Center Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street East Valley Center Road Analysis Year 2020 North/South Street Davis Lane Time Analyzed AM Peak Hour Peak Hour Factor 0.83 Intersection Orientation East-West Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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 1 0 0 0 0 Configuration TR LT LR Volume, V (veh/h) 264 77 6 84 107 0 Percent Heavy Vehicles (%) 20 3 0 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 4.1 7.1 6.2 Critical Headway (sec) 4.30 6.43 6.20 Base Follow-Up Headway (sec) 2.2 3.5 3.3 Follow-Up Headway (sec) 2.38 3.53 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 7 129 Capacity, c (veh/h) 1057 539 v/c Ratio 0.01 0.24 95% Queue Length, Q₉₅ (veh) 0.0 0.9 Control Delay (s/veh) 8.4 13.8 Level of Service, LOS A B Approach Delay (s/veh) 0.6 13.8 Approach LOS B Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:36:35 PM Davis_&_Valley_Center_existing_AM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Davis & Valley Center Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street East Valley Center Road Analysis Year 2020 North/South Street Davis Lane Time Analyzed PM Peak Hour Peak Hour Factor 0.91 Intersection Orientation East-West Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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 1 0 0 0 0 Configuration TR LT LR Volume, V (veh/h) 210 109 4 314 186 16 Percent Heavy Vehicles (%) 25 8 7 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 4.1 7.1 6.2 Critical Headway (sec) 4.35 6.48 6.27 Base Follow-Up Headway (sec) 2.2 3.5 3.3 Follow-Up Headway (sec) 2.43 3.57 3.36 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 4 222 Capacity, c (veh/h) 1089 442 v/c Ratio 0.00 0.50 95% Queue Length, Q₉₅ (veh) 0.0 3.0 Control Delay (s/veh) 8.3 21.3 Level of Service, LOS A C Approach Delay (s/veh) 0.1 21.3 Approach LOS C Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:37:30 PM Davis_&_Valley_Center_existing_PM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Davis & Westlake Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street Westlake Road Analysis Year 2020 North/South Street Davis Lane Time Analyzed AM Peak Hour Peak Hour Factor 0.80 Intersection Orientation North-South Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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, V (veh/h) 0 0 1 1 0 0 0 104 1 2 91 0 Percent Heavy Vehicles (%) 0 0 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No No 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) 7.10 6.50 6.20 7.10 6.50 6.20 4.10 4.10 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) 3.50 4.00 3.30 3.50 4.00 3.30 2.20 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 1 1 0 2 Capacity, c (veh/h) 944 707 1488 1467 v/c Ratio 0.00 0.00 0.00 0.00 95% Queue Length, Q₉₅ (veh) 0.0 0.0 0.0 0.0 Control Delay (s/veh) 8.8 10.1 7.4 7.5 Level of Service, LOS A B A A Approach Delay (s/veh) 8.8 10.1 0.0 0.1 Approach LOS A B Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:38:27 PM Davis_&_Westlake_existing_AM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Davis & Westlake Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street Westlake Road Analysis Year 2020 North/South Street Davis Lane Time Analyzed PM Peak Hour Peak Hour Factor 0.88 Intersection Orientation North-South Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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, V (veh/h) 0 0 1 3 0 0 1 143 0 0 131 0 Percent Heavy Vehicles (%) 0 0 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No No 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) 7.10 6.50 6.20 7.10 6.50 6.20 4.10 4.10 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) 3.50 4.00 3.30 3.50 4.00 3.30 2.20 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 1 3 1 0 Capacity, c (veh/h) 903 642 1445 1429 v/c Ratio 0.00 0.00 0.00 0.00 95% Queue Length, Q₉₅ (veh) 0.0 0.0 0.0 0.0 Control Delay (s/veh) 9.0 10.6 7.5 7.5 Level of Service, LOS A B A A Approach Delay (s/veh) 9.0 10.6 0.1 0.0 Approach LOS A B Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:39:17 PM Davis_&_Westlake_existing_PM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Westlake & Valley Center Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street East Valley Center Road Analysis Year 2020 North/South Street Westlake Road Time Analyzed AM Peak Hour Peak Hour Factor 0.86 Intersection Orientation East-West Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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 1 0 0 0 0 Configuration TR LT LR Volume, V (veh/h) 155 9 0 83 8 0 Percent Heavy Vehicles (%) 0 0 0 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 4.1 7.1 6.2 Critical Headway (sec) 4.10 6.40 6.20 Base Follow-Up Headway (sec) 2.2 3.5 3.3 Follow-Up Headway (sec) 2.20 3.50 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 0 9 Capacity, c (veh/h) 1396 712 v/c Ratio 0.00 0.01 95% Queue Length, Q₉₅ (veh) 0.0 0.0 Control Delay (s/veh) 7.6 10.1 Level of Service, LOS A B Approach Delay (s/veh) 0.0 10.1 Approach LOS B Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:40:15 PM Westlake_&_Valley_Center_existing_AM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Westlake & Valley Center Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street East Valley Center Road Analysis Year 2020 North/South Street Westlake Road Time Analyzed PM Peak Hour Peak Hour Factor 0.89 Intersection Orientation East-West Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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 1 0 0 0 0 Configuration TR LT LR Volume, V (veh/h) 186 40 0 304 14 0 Percent Heavy Vehicles (%) 2 2 2 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No 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) 0 16 Capacity, c (veh/h) 1310 480 v/c Ratio 0.00 0.03 95% Queue Length, Q₉₅ (veh) 0.0 0.1 Control Delay (s/veh) 7.7 12.8 Level of Service, LOS A B Approach Delay (s/veh) 0.0 12.8 Approach LOS B Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:41:11 PM Westlake_&_Valley_Center_existing_PM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection 27th & Valley Center Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street East Valley Center Road Analysis Year 2020 North/South Street North 27th Avenue Time Analyzed AM Peak Hour Peak Hour Factor 0.95 Intersection Orientation East-West Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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 1 0 1 0 0 0 Configuration TR L T L R Volume, V (veh/h) 244 11 4 66 17 0 Percent Heavy Vehicles (%) 0 0 0 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 4.1 7.1 6.2 Critical Headway (sec) 4.10 6.40 6.20 Base Follow-Up Headway (sec) 2.2 3.5 3.3 Follow-Up Headway (sec) 2.20 3.50 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 4 18 0 Capacity, c (veh/h) 1306 658 781 v/c Ratio 0.00 0.03 0.00 95% Queue Length, Q₉₅ (veh) 0.0 0.1 0.0 Control Delay (s/veh) 7.8 10.6 9.6 Level of Service, LOS A B A Approach Delay (s/veh) 0.4 10.6 Approach LOS B Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:12:02 PM 27th_&_Valley_Center_existing_AM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection 27th & Valley Center Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street East Valley Center Road Analysis Year 2020 North/South Street North 27th Avenue Time Analyzed PM Peak Hour Peak Hour Factor 0.88 Intersection Orientation East-West Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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 1 0 1 0 0 0 Configuration TR L T L R Volume, V (veh/h) 168 18 8 196 108 4 Percent Heavy Vehicles (%) 0 2 0 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 4.1 7.1 6.2 Critical Headway (sec) 4.10 6.42 6.20 Base Follow-Up Headway (sec) 2.2 3.5 3.3 Follow-Up Headway (sec) 2.20 3.52 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 9 123 5 Capacity, c (veh/h) 1372 569 845 v/c Ratio 0.01 0.22 0.01 95% Queue Length, Q₉₅ (veh) 0.0 0.8 0.0 Control Delay (s/veh) 7.6 13.1 9.3 Level of Service, LOS A B A Approach Delay (s/veh) 0.3 12.9 Approach LOS B Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:13:41 PM 27th_&_Valley_Center_existing_PM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Davis & Catamount Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street Catamount Street Analysis Year 2020 North/South Street Davis Lane Time Analyzed AM Peak Hour Peak Hour Factor 0.80 Intersection Orientation North-South Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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, V (veh/h) 0 0 0 32 0 2 0 104 18 3 95 0 Percent Heavy Vehicles (%) 0 0 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No No 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) 7.10 6.50 6.20 6.40 6.50 6.20 4.10 4.10 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) 3.50 4.00 3.30 3.50 4.00 3.30 2.20 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 0 42 0 4 Capacity, c (veh/h) 0 731 1482 1441 v/c Ratio 0.06 0.00 0.00 95% Queue Length, Q₉₅ (veh) 0.2 0.0 0.0 Control Delay (s/veh) 5.0 10.2 7.4 7.5 Level of Service, LOS A B A A Approach Delay (s/veh) 5.0 10.2 0.0 0.3 Approach LOS A B Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:24:34 PM Catamount_&_Davis_existing_AM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Davis & Catamount Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street Catamount Street Analysis Year 2020 North/South Street Davis Lane Time Analyzed PM Peak Hour Peak Hour Factor 0.93 Intersection Orientation North-South Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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, V (veh/h) 0 0 0 22 0 6 0 144 63 8 131 0 Percent Heavy Vehicles (%) 0 0 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No No 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) 7.10 6.50 6.20 6.40 6.50 6.20 4.10 4.10 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) 3.50 4.00 3.30 3.50 4.00 3.30 2.20 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 0 30 0 9 Capacity, c (veh/h) 0 682 1455 1358 v/c Ratio 0.04 0.00 0.01 95% Queue Length, Q₉₅ (veh) 0.1 0.0 0.0 Control Delay (s/veh) 5.0 10.5 7.5 7.7 Level of Service, LOS A B A A Approach Delay (s/veh) 5.0 10.5 0.0 0.5 Approach LOS A B Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:25:34 PM Catamount_&_Davis_existing_PM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Catamount & 27th Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street Catamount Street Analysis Year 2020 North/South Street North 27th Avenue Time Analyzed AM Peak Hour Peak Hour Factor 0.78 Intersection Orientation North-South Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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, V (veh/h) 2 48 25 9 18 1 9 14 15 0 11 1 Percent Heavy Vehicles (%) 0 0 0 0 0 100 0 0 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No No 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) 7.10 6.50 6.20 7.10 6.50 7.20 4.10 4.10 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) 3.50 4.00 3.30 3.50 4.00 4.20 2.20 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 97 36 12 0 Capacity, c (veh/h) 885 811 1616 1587 v/c Ratio 0.11 0.04 0.01 0.00 95% Queue Length, Q₉₅ (veh) 0.4 0.1 0.0 0.0 Control Delay (s/veh) 9.6 9.6 7.2 7.3 Level of Service, LOS A A A A Approach Delay (s/veh) 9.6 9.6 1.8 0.0 Approach LOS A A Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:20:21 PM Catamount_&_27_existing_AM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Catamount & 27th Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street Catamount Street Analysis Year 2020 North/South Street North 27th Avenue Time Analyzed PM Peak Hour Peak Hour Factor 0.86 Intersection Orientation North-South Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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, V (veh/h) 0 37 29 19 47 3 18 109 11 1 27 4 Percent Heavy Vehicles (%) 0 0 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No No 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) 7.10 6.50 6.20 7.10 6.50 6.20 4.10 4.10 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) 3.50 4.00 3.30 3.50 4.00 3.30 2.20 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 77 80 21 1 Capacity, c (veh/h) 799 674 1588 1456 v/c Ratio 0.10 0.12 0.01 0.00 95% Queue Length, Q₉₅ (veh) 0.3 0.4 0.0 0.0 Control Delay (s/veh) 10.0 11.1 7.3 7.5 Level of Service, LOS A B A A Approach Delay (s/veh) 10.0 11.1 1.0 0.2 Approach LOS A B Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:23:10 PM Catamount_&_27_existing_PM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Catamount & Valley Center Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street Catamount Street Analysis Year 2020 North/South Street East Valley Center Road Time Analyzed AM Peak Hour Peak Hour Factor 0.90 Intersection Orientation North-South Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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 1 2 0 0 1 2 0 Configuration LTR LTR L T TR L T TR Volume, V (veh/h) 5 1 88 44 1 2 14 20 71 1 0 252 6 Percent Heavy Vehicles (%) 0 0 3 2 0 0 0 0 0 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 7.5 6.5 6.9 7.5 6.5 6.9 6.4 4.1 4.1 Critical Headway (sec) 7.50 6.50 6.96 7.54 6.50 6.90 6.40 4.10 4.10 Base Follow-Up Headway (sec) 3.5 4.0 3.3 3.5 4.0 3.3 2.5 2.2 2.2 Follow-Up Headway (sec) 3.50 4.00 3.33 3.52 4.00 3.30 2.50 2.20 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 105 52 38 0 Capacity, c (veh/h) 836 555 1056 1531 v/c Ratio 0.13 0.09 0.04 0.00 95% Queue Length, Q₉₅ (veh) 0.4 0.3 0.1 0.0 Control Delay (s/veh) 9.9 12.2 8.5 7.4 Level of Service, LOS A B A A Approach Delay (s/veh) 9.9 12.2 2.7 0.0 Approach LOS A B Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:27:22 PM Catamount_&_Valley_Center_existing_AM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Catamount & Valley Center Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street Catamount Street Analysis Year 2020 North/South Street East Valley Center Road Time Analyzed PM Peak Hour Peak Hour Factor 0.88 Intersection Orientation North-South Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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 1 2 0 0 1 2 0 Configuration LTR LTR L T TR L T TR Volume, V (veh/h) 6 5 64 31 2 8 11 66 214 47 10 163 9 Percent Heavy Vehicles (%) 0 0 2 0 0 0 0 2 0 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 7.5 6.5 6.9 7.5 6.5 6.9 6.4 4.1 4.1 Critical Headway (sec) 7.50 6.50 6.94 7.50 6.50 6.90 6.40 4.14 4.10 Base Follow-Up Headway (sec) 3.5 4.0 3.3 3.5 4.0 3.3 2.5 2.2 2.2 Follow-Up Headway (sec) 3.50 4.00 3.32 3.50 4.00 3.30 2.50 2.22 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 86 46 87 11 Capacity, c (veh/h) 770 403 1309 1277 v/c Ratio 0.11 0.11 0.07 0.01 95% Queue Length, Q₉₅ (veh) 0.4 0.4 0.2 0.0 Control Delay (s/veh) 10.3 15.1 7.9 7.8 Level of Service, LOS B C A A Approach Delay (s/veh) 10.3 15.1 1.8 0.4 Approach LOS B C Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:28:57 PM Catamount_&_Valley_Center_existing_PM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Catron & 27th Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street Catron Street Analysis Year 2020 North/South Street North 27th Avenue Time Analyzed AM Peak Hour Peak Hour Factor 0.86 Intersection Orientation North-South Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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, V (veh/h) 3 65 22 4 28 5 13 23 35 18 39 5 Percent Heavy Vehicles (%) 0 0 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No No 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) 7.10 6.50 6.20 7.10 6.50 6.20 4.10 4.10 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) 3.50 4.00 3.30 3.50 4.00 3.30 2.20 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 105 44 15 21 Capacity, c (veh/h) 755 733 1568 1546 v/c Ratio 0.14 0.06 0.01 0.01 95% Queue Length, Q₉₅ (veh) 0.5 0.2 0.0 0.0 Control Delay (s/veh) 10.5 10.2 7.3 7.4 Level of Service, LOS B B A A Approach Delay (s/veh) 10.5 10.2 1.4 2.2 Approach LOS B B Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:29:56 PM Catron_&_27_existing_AM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Catron & 27th Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street Catron Street Analysis Year 2020 North/South Street North 27th Avenue Time Analyzed PM Peak Hour Peak Hour Factor 0.94 Intersection Orientation North-South Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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, V (veh/h) 1 114 19 26 150 57 22 43 28 40 38 4 Percent Heavy Vehicles (%) 0 0 0 4 1 0 0 0 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No No 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) 7.10 6.50 6.20 7.14 6.51 6.20 4.10 4.10 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) 3.50 4.00 3.30 3.54 4.01 3.30 2.20 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 142 249 23 43 Capacity, c (veh/h) 663 681 1578 1536 v/c Ratio 0.21 0.37 0.01 0.03 95% Queue Length, Q₉₅ (veh) 0.8 1.7 0.0 0.1 Control Delay (s/veh) 11.9 13.3 7.3 7.4 Level of Service, LOS B B A A Approach Delay (s/veh) 11.9 13.3 1.8 3.8 Approach LOS B B Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:30:49 PM Catron_&_27_existing_PM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Cattail & Davis Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street Cattail Street Analysis Year 2020 North/South Street Davis Lane Time Analyzed AM Peak Hour Peak Hour Factor 0.86 Intersection Orientation North-South Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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, V (veh/h) 45 32 2 32 18 8 1 133 18 4 150 26 Percent Heavy Vehicles (%) 0 7 0 3 0 0 0 0 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No No 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) 7.10 6.57 6.20 7.13 6.50 6.20 4.10 4.10 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) 3.50 4.06 3.30 3.53 4.00 3.30 2.20 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 91 67 1 5 Capacity, c (veh/h) 555 572 1380 1413 v/c Ratio 0.16 0.12 0.00 0.00 95% Queue Length, Q₉₅ (veh) 0.6 0.4 0.0 0.0 Control Delay (s/veh) 12.8 12.1 7.6 7.6 Level of Service, LOS B B A A Approach Delay (s/veh) 12.8 12.1 0.0 0.2 Approach LOS B B Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:34:16 PM Cattail_&_Davis_existing_AM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Cattail & Davis Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street Cattail Street Analysis Year 2020 North/South Street Davis Lane Time Analyzed PM Peak Hour Peak Hour Factor 0.91 Intersection Orientation North-South Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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, V (veh/h) 69 50 4 57 36 9 5 301 69 3 226 65 Percent Heavy Vehicles (%) 2 2 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No No 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 6.20 7.10 6.50 6.20 4.10 4.10 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 3.30 3.50 4.00 3.30 2.20 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 135 113 5 3 Capacity, c (veh/h) 340 345 1253 1163 v/c Ratio 0.40 0.33 0.00 0.00 95% Queue Length, Q₉₅ (veh) 1.9 1.4 0.0 0.0 Control Delay (s/veh) 22.5 20.5 7.9 8.1 Level of Service, LOS C C A A Approach Delay (s/veh) 22.5 20.5 0.1 0.1 Approach LOS C C Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:35:26 PM Cattail_&_Davis_existing_PM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Cattail & 27th Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street Cattail Street Analysis Year 2020 North/South Street North 27th Avenue Time Analyzed AM Peak Hour Peak Hour Factor 0.86 Intersection Orientation North-South Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume, V (veh/h) 22 54 23 51 64 17 Percent Heavy Vehicles (%) 0 0 0 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 7.1 6.2 4.1 Critical Headway (sec) 7.10 6.20 4.10 Base Follow-Up Headway (sec) 3.5 3.3 2.2 Follow-Up Headway (sec) 3.50 3.30 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 89 27 Capacity, c (veh/h) 902 1513 v/c Ratio 0.10 0.02 95% Queue Length, Q₉₅ (veh) 0.3 0.1 Control Delay (s/veh) 9.4 7.4 Level of Service, LOS A A Approach Delay (s/veh) 9.4 2.4 Approach LOS A Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:31:53 PM Cattail_&_27_existing_AM.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst Audrey Stoltzfus Intersection Cattail & 27th Agency/Co. Sanderson Stewart Jurisdiction City of Bozeman Date Performed 6/17/2020 East/West Street Cattail Street Analysis Year 2020 North/South Street North 27th Avenue Time Analyzed PM Peak Hour Peak Hour Factor 0.89 Intersection Orientation North-South Analysis Time Period (hrs) 1.00 Project Description Billings Clinic Bozeman 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 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume, V (veh/h) 22 76 75 69 55 22 Percent Heavy Vehicles (%) 0 1 0 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 7.1 6.2 4.1 Critical Headway (sec) 7.10 6.21 4.10 Base Follow-Up Headway (sec) 3.5 3.3 2.2 Follow-Up Headway (sec) 3.50 3.31 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 110 84 Capacity, c (veh/h) 867 1522 v/c Ratio 0.13 0.06 95% Queue Length, Q₉₅ (veh) 0.4 0.2 Control Delay (s/veh) 9.8 7.5 Level of Service, LOS A A Approach Delay (s/veh) 9.8 4.1 Approach LOS A Copyright © 2020 University of Florida. All Rights Reserved. HCS7 ™TWSC Version 7.2.1 Generated: 6/17/2020 4:33:01 PM Cattail_&_27_existing_PM.xtw HCM 6th Signalized Intersection Summary 3: N 19th Ave & Cattail Street 06/18/2020 Year 2020- AM Peak 06/18/2020 Baseline Synchro 10 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 48 2 173 4 1 19 75 598 11 44 777 10 Future Volume (veh/h) 48 2 173 4 1 19 75 598 11 44 777 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1723 1750 1736 1750 1750 1750 1736 1723 1723 1381 1723 1750 Adj Flow Rate, veh/h 53 2 190 4 1 21 82 657 12 48 854 11 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 0 1 0 0 0 1 2 2 27 2 0 Cap, veh/h 233 222 258 155 4 79 454 1999 36 445 1958 1001 Arrive On Green 0.08 0.13 0.13 0.01 0.06 0.06 0.05 0.61 0.61 0.04 0.60 0.60 Sat Flow, veh/h 1641 1750 1471 1667 68 1426 1654 3288 60 1316 3273 1483 Grp Volume(v), veh/h 53 2 190 4 0 22 82 327 342 48 854 11 Grp Sat Flow(s),veh/h/ln 1641 1750 1471 1667 0 1493 1654 1637 1712 1316 1637 1483 Q Serve(g_s), s 0.0 0.1 8.9 0.0 0.0 1.3 1.7 8.8 8.8 1.2 12.8 0.1 Cycle Q Clear(g_c), s 0.0 0.1 8.9 0.0 0.0 1.3 1.7 8.8 8.8 1.2 12.8 0.1 Prop In Lane 1.00 1.00 1.00 0.95 1.00 0.04 1.00 1.00 Lane Grp Cap(c), veh/h 233 222 258 155 0 83 454 995 1040 445 1958 1001 V/C Ratio(X) 0.23 0.01 0.74 0.03 0.00 0.27 0.18 0.33 0.33 0.11 0.44 0.01 Avail Cap(c_a), veh/h 233 583 562 238 0 498 466 995 1040 467 1958 1001 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.87 0.87 0.87 Uniform Delay (d), s/veh 37.9 34.3 22.9 39.9 0.0 40.8 6.9 8.6 8.7 6.5 9.8 1.1 Incr Delay (d2), s/veh 0.5 0.0 4.1 0.1 0.0 1.7 0.2 0.9 0.8 0.1 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.0 3.3 0.1 0.0 0.5 0.5 2.9 3.0 0.3 4.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.4 34.4 27.0 40.0 0.0 42.5 7.1 9.5 9.5 6.6 10.4 1.1 LnGrp LOS D C C D A D A A A A B A Approach Vol, veh/h 245 26 751 913 Approach Delay, s/veh 29.5 42.1 9.3 10.1 Approach LOS C D A B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 7.5 60.6 4.5 17.4 8.4 59.7 10.9 11.0 Change Period (Y+Rc), s 4.0 5.9 4.0 6.0 4.0 5.9 4.0 6.0 Max Green Setting (Gmax), s 5.0 30.1 5.0 30.0 5.0 30.1 5.0 30.0 Max Q Clear Time (g_c+I1), s 3.2 10.8 2.0 10.9 3.7 14.8 2.0 3.3 Green Ext Time (p_c), s 0.0 3.7 0.0 0.6 0.0 5.0 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 12.7 HCM 6th LOS B Queues 3: N 19th Ave & Cattail Street 06/18/2020 Year 2020- AM Peak 06/18/2020 Baseline Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 53 2 190 4 22 82 669 48 854 11 v/c Ratio 0.21 0.01 0.41 0.02 0.12 0.19 0.29 0.11 0.41 0.01 Control Delay 27.4 25.0 5.3 24.0 13.2 8.5 11.7 8.5 13.4 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.4 25.0 5.3 24.0 13.2 8.5 11.7 8.5 13.4 0.0 Queue Length 50th (ft) 29 1 3 2 1 6 68 4 95 0 Queue Length 95th (ft) 37 6 30 7 17 52 224 35 302 0 Internal Link Dist (ft) 625 700 610 1416 Turn Bay Length (ft) 100 100 65 400 175 175 Base Capacity (vph) 249 583 465 211 491 432 2298 442 2078 1170 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.21 0.00 0.41 0.02 0.04 0.19 0.29 0.11 0.41 0.01 Intersection Summary HCM 6th Signalized Intersection Summary 3: N 19th Ave & Cattail Street 06/18/2020 Year 2020- PM Peak 06/18/2020 Baseline Synchro 10 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 55 1 275 9 31 62 246 1098 16 18 792 25 Future Volume (veh/h) 55 1 275 9 31 62 246 1098 16 18 792 25 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1723 1750 1736 1750 1750 1750 1736 1723 1723 1381 1723 1750 Adj Flow Rate, veh/h 60 1 302 9 31 62 246 1098 16 20 890 28 Peak Hour Factor 0.91 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.89 0.89 Percent Heavy Veh, % 2 0 1 0 0 0 1 2 2 27 2 0 Cap, veh/h 244 318 373 147 39 78 447 2168 32 270 1974 1068 Arrive On Green 0.12 0.18 0.18 0.01 0.07 0.07 0.07 0.66 0.66 0.02 0.60 0.60 Sat Flow, veh/h 1641 1750 1471 1667 521 1042 1654 3302 48 1316 3273 1483 Grp Volume(v), veh/h 60 1 302 9 0 93 246 544 570 20 890 28 Grp Sat Flow(s),veh/h/ln 1641 1750 1471 1667 0 1563 1654 1637 1714 1316 1637 1483 Q Serve(g_s), s 0.1 0.1 24.9 0.0 0.0 8.8 8.2 25.7 25.7 0.9 22.2 0.3 Cycle Q Clear(g_c), s 0.1 0.1 24.9 0.0 0.0 8.8 8.2 25.7 25.7 0.9 22.2 0.3 Prop In Lane 1.00 1.00 1.00 0.67 1.00 0.03 1.00 1.00 Lane Grp Cap(c), veh/h 244 318 373 147 0 117 447 1075 1125 270 1974 1068 V/C Ratio(X) 0.25 0.00 0.81 0.06 0.00 0.80 0.55 0.51 0.51 0.07 0.45 0.03 Avail Cap(c_a), veh/h 244 350 401 251 0 313 724 1075 1125 341 1974 1068 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.90 0.90 0.90 Uniform Delay (d), s/veh 58.4 50.3 39.1 63.4 0.0 68.3 11.8 13.3 13.3 12.0 16.2 1.8 Incr Delay (d2), s/veh 0.5 0.0 11.1 0.2 0.0 11.5 1.1 1.7 1.6 0.1 0.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 0.0 10.3 0.3 0.0 3.9 2.9 9.5 9.9 0.3 8.3 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 59.0 50.3 50.2 63.5 0.0 79.8 12.9 15.0 14.9 12.1 16.9 1.8 LnGrp LOS E D D E A E B B B B B A Approach Vol, veh/h 363 102 1360 938 Approach Delay, s/veh 51.6 78.4 14.5 16.3 Approach LOS D E B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 6.8 104.4 5.6 33.2 14.8 96.4 21.6 17.2 Change Period (Y+Rc), s 4.0 5.9 4.0 6.0 4.0 5.9 4.0 6.0 Max Green Setting (Gmax), s 11.0 78.1 11.0 30.0 36.0 53.1 11.0 30.0 Max Q Clear Time (g_c+I1), s 2.9 27.7 2.0 26.9 10.2 24.2 2.1 10.8 Green Ext Time (p_c), s 0.0 8.7 0.0 0.3 0.7 6.7 0.1 0.4 Intersection Summary HCM 6th Ctrl Delay 22.4 HCM 6th LOS C Queues 3: N 19th Ave & Cattail Street 06/18/2020 Year 2020- PM Peak 06/18/2020 Baseline Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 60 1 302 9 93 246 1114 20 890 28 v/c Ratio 0.28 0.00 0.55 0.06 0.52 0.53 0.47 0.07 0.42 0.03 Control Delay 53.2 50.0 14.7 52.2 34.9 10.2 12.1 7.9 17.1 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.2 50.0 14.7 52.2 34.9 10.2 12.1 7.9 17.1 0.0 Queue Length 50th (ft) 51 1 72 8 32 56 246 4 204 0 Queue Length 95th (ft) 84 7 118 22 80 128 421 16 402 0 Internal Link Dist (ft) 625 700 610 1407 Turn Bay Length (ft) 100 65 400 175 175 Base Capacity (vph) 243 350 733 182 352 636 2348 311 2096 1110 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.25 0.00 0.41 0.05 0.26 0.39 0.47 0.06 0.42 0.03 Intersection Summary HCM 6th Signalized Intersection Summary 6: N 19th Ave & Valley Center 06/18/2020 Year 2020- AM Peak 06/18/2020 Baseline Synchro 10 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 322 0 248 2 1 19 53 462 2 10 719 165 Future Volume (veh/h) 322 0 248 2 1 19 53 462 2 10 719 165 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1750 1750 1709 1750 1750 1750 1504 1695 1695 1600 1709 1709 Adj Flow Rate, veh/h 354 0 273 2 1 21 58 508 2 11 790 181 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 0 0 3 0 0 0 18 4 4 11 3 3 Cap, veh/h 446 0 463 94 19 405 99 1344 5 240 1721 768 Arrive On Green 0.28 0.00 0.28 0.28 0.28 0.28 0.04 0.41 0.41 0.16 0.53 0.53 Sat Flow, veh/h 1359 0 1448 1124 68 1426 2779 3291 13 1524 3247 1448 Grp Volume(v), veh/h 354 0 273 2 0 22 58 249 261 11 790 181 Grp Sat Flow(s),veh/h/ln 1359 0 1448 1124 0 1493 1390 1611 1693 1524 1624 1448 Q Serve(g_s), s 29.2 0.0 19.0 0.2 0.0 1.3 2.5 13.0 13.0 0.7 18.1 8.1 Cycle Q Clear(g_c), s 30.5 0.0 19.0 30.7 0.0 1.3 2.5 13.0 13.0 0.7 18.1 8.1 Prop In Lane 1.00 1.00 1.00 0.95 1.00 0.01 1.00 1.00 Lane Grp Cap(c), veh/h 446 0 463 94 0 425 99 658 691 240 1721 768 V/C Ratio(X) 0.79 0.00 0.59 0.02 0.00 0.05 0.59 0.38 0.38 0.05 0.46 0.24 Avail Cap(c_a), veh/h 504 0 522 140 0 485 208 658 691 240 1721 768 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.97 0.97 0.97 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.3 0.0 34.2 56.5 0.0 31.2 57.0 24.8 24.8 42.9 17.5 15.1 Incr Delay (d2), s/veh 7.6 0.0 1.4 0.1 0.0 0.1 5.2 1.6 1.5 0.1 0.9 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.7 0.0 6.8 0.1 0.0 0.5 0.9 5.1 5.4 0.3 6.6 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.9 0.0 35.6 56.6 0.0 31.2 62.2 26.4 26.4 43.0 18.4 15.9 LnGrp LOS D A D E A C E C C D B B Approach Vol, veh/h 627 24 568 982 Approach Delay, s/veh 43.7 33.4 30.1 18.2 Approach LOS D C C B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 24.9 55.0 40.1 10.3 69.6 40.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 14.0 49.0 39.0 9.0 54.0 39.0 Max Q Clear Time (g_c+I1), s 2.7 15.0 32.5 4.5 20.1 32.7 Green Ext Time (p_c), s 0.0 3.0 1.6 0.0 6.6 0.0 Intersection Summary HCM 6th Ctrl Delay 28.7 HCM 6th LOS C Queues 6: N 19th Ave & Valley Center 06/18/2020 Year 2020- AM Peak 06/18/2020 Baseline Synchro 10 Report Page 3 Lane Group EBT EBR WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 354 273 2 22 58 510 11 790 181 v/c Ratio 0.93 0.41 0.01 0.05 0.33 0.28 0.12 0.51 0.23 Control Delay 71.5 15.6 28.0 11.6 58.5 15.9 53.4 23.5 3.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 71.5 15.6 28.0 11.6 58.5 15.9 53.4 23.5 3.5 Queue Length 50th (ft) 256 81 1 1 22 100 8 225 0 Queue Length 95th (ft) #430 149 8 20 44 191 26 290 41 Internal Link Dist (ft) 1144 451 1416 867 Turn Bay Length (ft)250 320 320 Base Capacity (vph) 410 679 188 433 204 1800 174 1558 790 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.86 0.40 0.01 0.05 0.28 0.28 0.06 0.51 0.23 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Queues 6: N 19th Ave & Valley Center 06/18/2020 Year 2020- PM Peak 06/18/2020 Baseline Synchro 10 Report Page 3 Lane Group EBT EBR WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 364 251 16 31 253 779 23 688 381 v/c Ratio 0.95 0.34 0.09 0.07 0.92 0.49 0.18 0.47 0.44 Control Delay 75.6 10.0 29.9 13.9 92.5 24.4 51.7 24.4 3.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 75.6 10.0 29.9 13.9 92.5 24.4 51.7 24.4 3.6 Queue Length 50th (ft) 270 47 9 4 ~110 243 16 191 0 Queue Length 95th (ft) #457 107 27 27 #196 308 43 245 54 Internal Link Dist (ft) 822 1009 1407 625 Turn Bay Length (ft)250 320 320 Base Capacity (vph) 397 743 187 470 275 1585 168 1452 872 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.92 0.34 0.09 0.07 0.92 0.49 0.14 0.47 0.44 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary 6: N 19th Ave & Valley Center 06/18/2020 Year 2020- PM Peak 06/18/2020 Baseline Synchro 10 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 347 3 241 15 8 22 243 748 0 22 660 366 Future Volume (veh/h) 347 3 241 15 8 22 243 748 0 22 660 366 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1750 1750 1736 1750 1750 1750 1736 1723 1723 1545 1709 1736 Adj Flow Rate, veh/h 361 3 251 16 8 23 253 779 0 23 688 381 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 0 1 0 0 0 1 2 2 15 3 1 Cap, veh/h 452 3 547 95 118 340 241 1337 0 214 1554 704 Arrive On Green 0.30 0.30 0.30 0.30 0.30 0.30 0.08 0.41 0.00 0.15 0.48 0.48 Sat Flow, veh/h 1323 11 1471 1143 398 1145 3208 3359 0 1472 3247 1471 Grp Volume(v), veh/h 364 0 251 16 0 31 253 779 0 23 688 381 Grp Sat Flow(s),veh/h/ln 1334 0 1471 1143 0 1544 1604 1637 0 1472 1624 1471 Q Serve(g_s), s 30.2 0.0 15.5 1.7 0.0 1.7 9.0 22.2 0.0 1.6 16.8 21.9 Cycle Q Clear(g_c), s 31.9 0.0 15.5 33.6 0.0 1.7 9.0 22.2 0.0 1.6 16.8 21.9 Prop In Lane 0.99 1.00 1.00 0.74 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 455 0 547 95 0 458 241 1337 0 214 1554 704 V/C Ratio(X) 0.80 0.00 0.46 0.17 0.00 0.07 1.05 0.58 0.00 0.11 0.44 0.54 Avail Cap(c_a), veh/h 495 0 589 127 0 502 241 1337 0 214 1554 704 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.88 0.88 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.8 0.0 28.6 57.2 0.0 30.3 55.5 27.6 0.0 44.5 20.7 22.0 Incr Delay (d2), s/veh 8.4 0.0 0.6 0.8 0.0 0.1 68.6 1.6 0.0 0.2 0.9 3.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.1 0.0 5.6 0.5 0.0 0.7 5.9 8.7 0.0 0.6 6.3 7.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.2 0.0 29.2 58.0 0.0 30.4 124.1 29.2 0.0 44.8 21.6 25.0 LnGrp LOS D A C E A C F C A D C C Approach Vol, veh/h 615 47 1032 1092 Approach Delay, s/veh 41.6 39.8 52.5 23.3 Approach LOS D D D C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 23.4 55.0 41.6 15.0 63.4 41.6 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 14.0 49.0 39.0 9.0 54.0 39.0 Max Q Clear Time (g_c+I1), s 3.6 24.2 33.9 11.0 23.9 35.6 Green Ext Time (p_c), s 0.0 5.4 1.4 0.0 6.5 0.0 Intersection Summary HCM 6th Ctrl Delay 38.4 HCM 6th LOS D A P P E N D I X C INTERNAL CAPTURE WORKSHEETS – FULL BUILDOUT (2040) An a l y s t Na m e o f D e v e l o p m e n t Da t e Ti m e P e r i o d A n a l y z e d Ex i t t o 2. 0 % 7 3 . 0 % 2 1 4 Exit to Ex t e r n a l To t a l I n t e r n a l E x t e r n a l To t a l I n t e r n a l E x t e r n a l External 25 0 En t e r 32 6 2 3 3 0 3 En t e r 71 4 6 5 5 7 0 9 1 7 0 3 6 30 3 Ex i t 32 5 7 5 2 5 0 Ex i t 71 4 4 1 0 8 7 0 3 6 7 0 9 1 En t e r f r o m To t a l 65 1 9 8 5 5 3 To t a l 14 2 9 0 1 6 3 1 4 1 2 7 E n t e r f r o m Ex t e r n a l % 10 0 % 1 5 . 1 % 8 4 . 9 % 0 0 . 0 % 7 1 1 . 0 % % 10 0 % 1 . 1 % 9 8 . 9 % E x t e r n a l De m a n d 20 . 0 % 6 5 De m a n d 14 2 9 2 0 . 0 % 1.0 % 3 Ba l a n c e d Ba l a n c e d 4.0 % 2 8 6 De m a n d 14 . 0 % 1 1 8 De m a n d 91 8 . 0 % 10 . 0 % 1 1 3 2.0 % 1 7 2.0 % 7 14.0% 1000 4. 0 % 2 8 6 De m a n d 16 5 . 0 % De m a n d 14 . 0 % 1 5 8 Ba l a n c e d Ba l a n c e d 3.0% 25 2. 0 % 2 3 De m a n d 34 4 . 0 % De m a n d Ex i t t o 13 . 0 % 1 4 7 2 9 . 0 % 2 4 4 Exit to Ex t e r n a l To t a l I n t e r n a l E x t e r n a l To t a l I n t e r n a l E x t e r n a l External 95 5 En t e r 11 3 3 1 8 5 9 4 8 En t e r 84 2 2 2 9 6 1 3 7 0 9 94 8 Ex i t 11 3 2 1 7 7 9 5 5 Ex i t 84 1 1 3 2 7 0 9 6 1 3 En t e r f r o m To t a l 22 6 5 3 6 2 1 9 0 3 To t a l 16 8 3 3 6 1 1 3 2 2 E n t e r f r o m Ex t e r n a l % 10 0 % 1 6 . 0 % 8 4 . 0 % 9 1 8 . 0 % 1 1 8 1 4 . 0 % % 10 0 % 2 1 % 7 9 % E x t e r n a l 5.2% Si n g l e - U s e T r i p G e n . E s t . 65 1 1 4 2 9 0 2 2 6 5 1 6 8 3 1 8 8 8 9 To t a l 55 3 1 4 1 2 7 1 9 0 3 1 3 2 2 1 7 9 0 5 INTERNAL CAPTURE E x i t 25 0 7 0 3 6 9 5 5 7 0 9 8 9 5 0 E n t e r 30 3 7 0 9 1 9 4 8 6 1 3 8 9 5 5 91 Ne t E x t e r n a l T r i p s f o r M u l t i - U s e D e v e l o p m e n t LA N D U S E A L A N D U S E B L A N D U S E C L A N D U S E D T O T A L Si z e 6 0 , 0 0 0 f t 2 14 7 Si z e 1 5 , 0 0 0 f t ² De m a n d B a l a n c e d D e m a n d LA N D U S E C R e t a i l LA N D U S E D R e s t a u r a n t IT E L U C o d e 8 2 0 De m a n d B a l a n c e d D e m a n d I T E L U C o d e 9 3 2 7 25 De m a n d Demand 23 16 De m a n d De m a n d De m a n d In t e r n a l C a p t u r e Demand Ba l a n c e d Balanced 65 91 Ba l a n c e d Ba l a n c e d 3 17 De m a n d B a l a n c e d D e m a n d 0 De m a n d De m a n d Si z e 3 5 & 5 9 D U s 7 Si z e 7 2 0 , 2 5 0 f t ² IT E L U C o d e 2 1 0 & 2 2 1 De m a n d B a l a n c e d D e m a n d I T E L U C o d e MU L T I - U S E T R I P G E N E R A T I O N C A L C U L A T I O N Au d r e y S t o l t z f u s Billings Clinic Bozeman 6/ 1 9 / 2 0 Average Weekday LA N D U S E A R e s i d e n t i a l LA N D U S E B O f f i c e 610, 630, 710, & 720 An a l y s t Na m e o f D e v e l o p m e n t Da t e Ti m e P e r i o d A n a l y z e d Ex i t t o 2. 0 % 1 3 . 0 % 2 9 Exit to Ex t e r n a l To t a l I n t e r n a l E x t e r n a l To t a l I n t e r n a l E x t e r n a l External 27 En t e r 12 1 1 1 En t e r 97 5 2 8 9 4 7 2 9 3 11 Ex i t 35 8 2 7 Ex i t 32 3 3 0 2 9 3 9 4 7 En t e r f r o m To t a l 47 9 3 8 To t a l 12 9 8 5 8 1 2 4 0 E n t e r f r o m Ex t e r n a l % 10 0 % 1 9 . 1 % 8 0 . 9 % 0 0 . 0 % 3 1 . 0 % % 10 0 % 4 . 5 % 9 5 . 5 % E x t e r n a l De m a n d 20 . 0 % 7 De m a n d 90 2 8 . 0 % 1.0 % 0 Ba l a n c e d Ba l a n c e d 63 . 0 % 2 0 3 De m a n d 20 . 0 % 1 6 De m a n d 11 3 2 . 0 % 17 . 0 % 6 23 . 0 % 1 9 2.0 % 0 14.0% 137 4. 0 % 3 9 De m a n d 1 5 . 0 % De m a n d 14 . 0 % 3 Ba l a n c e d Ba l a n c e d 31.0% 21 29 . 0 % 6 De m a n d 3 4 . 0 % De m a n d Ex i t t o 13 . 0 % 3 5 0 . 0 % 4 1 Exit to Ex t e r n a l To t a l I n t e r n a l E x t e r n a l To t a l I n t e r n a l E x t e r n a l External 12 En t e r 35 1 4 2 1 En t e r 82 2 9 5 3 4 2 21 Ex i t 21 9 1 2 Ex i t 67 2 5 4 2 5 3 En t e r f r o m To t a l 56 2 3 3 3 To t a l 14 9 5 4 9 5 E n t e r f r o m Ex t e r n a l % 10 0 % 4 1 . 1 % 5 8 . 9 % 3 8 . 0 % 9 1 4 . 0 % % 10 0 % 3 6 % 6 4 % E x t e r n a l 9.3% Si n g l e - U s e T r i p G e n . E s t . 47 1 2 9 8 5 6 1 4 9 1 5 5 0 To t a l 38 1 2 4 0 3 3 9 5 1 4 0 6 INTERNAL CAPTURE E x i t 27 2 9 3 1 2 4 2 3 7 4 E n t e r 11 9 4 7 2 1 5 3 1 0 3 2 3 Ne t E x t e r n a l T r i p s f o r M u l t i - U s e D e v e l o p m e n t LA N D U S E A L A N D U S E B L A N D U S E C L A N D U S E D T O T A L Si z e 6 0 , 0 0 0 f t 2 3 Si z e 1 5 , 0 0 0 f t ² De m a n d B a l a n c e d D e m a n d LA N D U S E C R e t a i l LA N D U S E D R e s t a u r a n t IT E L U C o d e 8 2 0 De m a n d B a l a n c e d D e m a n d I T E L U C o d e 9 3 2 0 21 De m a n d Demand 6 1 De m a n d De m a n d De m a n d In t e r n a l C a p t u r e Demand Ba l a n c e d Balanced 7 11 Ba l a n c e d Ba l a n c e d 0 19 De m a n d B a l a n c e d D e m a n d 0 De m a n d De m a n d Si z e 3 5 & 5 9 D U s 1 Si z e 7 2 0 , 2 5 0 f t ² IT E L U C o d e 2 1 0 & 2 2 1 De m a n d B a l a n c e d D e m a n d I T E L U C o d e MU L T I - U S E T R I P G E N E R A T I O N C A L C U L A T I O N Au d r e y S t o l t z f u s Billings Clinic Bozeman 6/ 1 9 / 2 0 AM Peak LA N D U S E A R e s i d e n t i a l LA N D U S E B O f f i c e 610, 630, 710, & 720 An a l y s t Na m e o f D e v e l o p m e n t Da t e Ti m e P e r i o d A n a l y z e d Ex i t t o 4. 0 % 1 5 7 . 0 % 2 1 6 Exit to Ex t e r n a l To t a l I n t e r n a l E x t e r n a l To t a l I n t e r n a l E x t e r n a l External 7 En t e r 38 2 5 1 3 En t e r 37 9 5 3 7 4 8 8 5 13 Ex i t 23 1 6 7 Ex i t 89 8 1 3 8 8 5 3 7 4 En t e r f r o m To t a l 61 4 1 2 0 To t a l 12 7 7 1 8 1 2 5 9 E n t e r f r o m Ex t e r n a l % 10 0 % 6 7 . 2 % 3 2 . 8 % 2 4 . 0 % 1 8 2 . 0 % % 10 0 % 1 . 4 % 9 8 . 6 % E x t e r n a l De m a n d 21 . 0 % 5 De m a n d 18 0 2 0 . 0 % 42 . 0 % 1 0 Ba l a n c e d Ba l a n c e d 4.0 % 3 6 De m a n d 14 . 0 % 1 3 De m a n d 9 8 . 0 % 10 . 0 % 1 1 2.0 % 2 46 . 0 % 1 7 30.0% 114 31 . 0 % 1 1 7 De m a n d 6 1 6 . 0 % De m a n d 26 . 0 % 3 1 Ba l a n c e d Ba l a n c e d 3.0% 2 2. 0 % 2 De m a n d 10 1 8 . 0 % De m a n d Ex i t t o 29 . 0 % 3 5 2 9 . 0 % 2 6 Exit to Ex t e r n a l To t a l I n t e r n a l E x t e r n a l To t a l I n t e r n a l E x t e r n a l External 74 En t e r 11 0 4 2 6 8 En t e r 91 3 3 5 8 2 5 68 Ex i t 11 9 4 5 7 4 Ex i t 56 3 1 2 5 5 8 En t e r f r o m To t a l 22 9 8 7 1 4 2 To t a l 14 7 6 4 8 3 E n t e r f r o m Ex t e r n a l % 10 0 % 3 8 . 0 % 6 2 . 0 % 5 5 5 0 . 0 % 2 3 4 1 . 0 % % 10 0 % 4 4 % 5 6 % E x t e r n a l 12.3% Si n g l e - U s e T r i p G e n . E s t . 61 1 2 7 7 2 2 9 1 4 7 1 7 1 4 To t a l 20 1 2 5 9 1 4 2 8 3 1 5 0 4 INTERNAL CAPTURE E x i t 7 8 8 5 7 4 2 5 9 9 1 E n t e r 13 3 7 4 6 8 5 8 5 1 3 23 Ne t E x t e r n a l T r i p s f o r M u l t i - U s e D e v e l o p m e n t LA N D U S E A L A N D U S E B L A N D U S E C L A N D U S E D T O T A L Si z e 6 0 , 0 0 0 f t 2 26 Si z e 1 5 , 0 0 0 f t ² De m a n d B a l a n c e d D e m a n d LA N D U S E C R e t a i l LA N D U S E D R e s t a u r a n t IT E L U C o d e 8 2 0 De m a n d B a l a n c e d D e m a n d I T E L U C o d e 9 3 2 17 2 De m a n d Demand 2 6 De m a n d De m a n d De m a n d In t e r n a l C a p t u r e Demand Ba l a n c e d Balanced 5 9 Ba l a n c e d Ba l a n c e d 10 2 De m a n d B a l a n c e d D e m a n d 2 De m a n d De m a n d Si z e 3 5 & 5 9 D U s 1 Si z e 7 2 0 , 2 5 0 f t ² IT E L U C o d e 2 1 0 & 2 2 1 De m a n d B a l a n c e d D e m a n d I T E L U C o d e MU L T I - U S E T R I P G E N E R A T I O N C A L C U L A T I O N Au d r e y S t o l t z f u s Billings Clinic Bozeman 6/ 1 9 / 2 0 PM Peak LA N D U S E A R e s i d e n t i a l LA N D U S E B O f f i c e 610, 630, 710, & 720