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Truck Parking & Park-and-Ride Lot Freight Transportation Advisory - PowerPoint PPT Presentation

Site Feasibility Study for Truck Parking & Park-and-Ride Lot Freight Transportation Advisory Committee (FTAC) Presentation #1 EiannettFlemlng NW 25 th St. NW 12 th St. NW 122 nd Ave. NW 107 th Ave. NW 137 th Ave. NW 127 th Ave. NW 6 th St. W


  1. Site Feasibility Study for Truck Parking & Park-and-Ride Lot Freight Transportation Advisory Committee (FTAC) Presentation #1 EiannettFlemlng

  2. NW 25 th St. NW 12 th St. NW 122 nd Ave. NW 107 th Ave. NW 137 th Ave. NW 127 th Ave. NW 6 th St. W Flagler St. SW 8 th St.

  3. NW 25 th St. : A 10222 B 524 5% A 8206 A 8292 A 8906 A 10678 C 274 3% B 591 7% B 1065 13% B 495 6% B 811 8% C 181 2% C 292 4% C 292 3% C 323 3% A 9704 B 787 8% A 9084 A 11027 A 11329 C 286 3% B 652 7% B 893 8% B 748 7% 3% C 242 C 321 3% C 325 3% A 3854 A 5496 A 15213 B 133 3% B 201 4% B 308 2% C 18 0% C 229 2% C 48 1% A 5878 A 7173 B 259 4% B 310 4% A 7580 A 11917 C 119 2% C 133 2% B 302 4% B 281 2% C 117 2% C 208 2% NW 12 th St. A 5334 B 81 2% A 5840 C 24 0% B 120 2% C 15 0% A 14545 A 13528 A 14048 A 14249 B 563 4% B 457 3% B 435 3% B 753 5% C 244 2% C 235 2% C 278 2% C 276 2% NW 122 nd Ave. NW 107 th Ave. NW 137 th Ave. NW 127 th Ave. NW 6 th St. A 1737 A 2098 B 33 2% B 32 2% C 0 0% C 0 0% W Flagler St. SW 8 th St.

  4. Exhibit 3 – 1: Average Traffic Volumes on NW 127 th Avenue, North of NW 12 th Street

  5. Exhibit 3 – 2: Average Traffic Volumes on NW 127 th Avenue, South of NW 12 th Street

  6. Exhibit 3 – 3: Average Traffic Volumes on NW 12 th Street, West of SR 821

  7. Exhibit 3 – 4: Average Traffic Volumes on Southbound SR 821 Off-Ramp to NW 12 th Street

  8. Exhibit 3 – 5: Average Traffic Volumes on Eastbound NW 12 th Street On-Ramp to Southbound SR 821

  9. Exhibit 3 – 6: Average Traffic Volumes on Northbound SR 821 Off-Ramp to NW 12 th Street

  10. Exhibit 3 – 7: Average Traffic Volumes on Westbound NW 12 th Street On-Ramp to Northbound SR 821

  11. Exhibit 3 – 8: Average Traffic Volumes on NW 12 th Street between SR 821 and NW 11400 Block

  12. Exhibit 3 – 9: Average Traffic Volumes on NW 12 th Street, West of NW 107 th Avenue

  13. Exhibit 3 – 10: Average Traffic Volumes on NW 25 th Street, West of SR 821

  14. Exhibit 3 – 11: Average Traffic Volumes on NW 25 th Street between SR 821 and NW 114 th Avenue

  15. Exhibit 3 – 12: Average Traffic Volumes on NW 25 th Street between NW 114 th Avenue and NW 112 th Avenue

  16. Exhibit 3 – 13: Average Traffic Volumes on NW 25 th Street West of NW 107 th Avenue

  17. Exhibit 3 – 14: Average Traffic Volumes on NW 122 nd Avenue, South of NW 6 th Terrace

  18. Trip Generation AM Peak Hour PM Peak Hour Total Land Use Intensity Acreage Daily Trips Total In Out Total In Out Park-and-Ride Lot with Bus Service 800 - 1000 PKSP 12.0 - 15.0 3349 - 4157 625 - 789 494 - 623 131 - 166 497 - 621 124 - 155 373 - 466 MDT Desirable Accomodations Intermodal Truck Terminal 200 - 300 PKSP 12.0 - 20.0 983 - 1638 88 - 146 36 - 60 52 - 86 79 - 131 34 - 56 45 - 75 Subtotal 4332 - 5795 712 - 934 529 - 683 183 - 252 576 - 752 158 - 211 418 - 541 Driveway Volumes 4332 - 5795 712 - 934 529 - 683 183 - 252 576 - 752 158 - 211 418 - 541 Net New External 4332 - 5795 712 - 934 529 - 683 183 - 252 576 - 752 158 - 211 418 - 541 Note: Trip generation was calculated using the following data: Daily Traffic Generation • Park -and-Ride Lot w/Bus Service [ITE 90] = T = 4.04 X (Parking Spaces) + 117.33 (50% in/50% out) • Intermodal Truck Terminal [ITE 30]* = Average Rate X Total Acerage (50% in/50% out) Average Rate = 81.90 AM Peak Hour Traffic Generation • Park -and-Ride Lot w/Bus Service [ITE 90] = T = 0.82 X (Parking Spaces) - 31.49 (79% in/21% out) • Intermodal Truck Terminal [ITE 30]8*= Average Rate X Total Acerage (41% in/59% out) Average Rate = 7.28 PM Peak Hour Traffic Generation • Park -and-Ride Lot w/Bus Service [ITE 90] = T = 0.62 X (Parking Spaces) + 1.35 (25% in, 75% out) • Intermodal Truck Terminal [ITE 30]* = Average Rate X Total Acerage (43% in/57% out) Average Rate = 6.55 *ITE 30 has no given fitted curve equation; average rate was used instead

  19. Growth Rate

  20. * * C E NW 25 th St. (*) (*) (D) (E) AM PM * F (F) C E C B NW 12 th St. E (C) (C) (F) (B) B (E) E (C) (B) E (B) * NW 122 nd Ave. NW 107 th Ave. NW 137 th Ave. NW 127 th Ave. NW 6 th St. (*) W Flagler St. F SW 8 th St. (E)

  21. Automobile Mode Approach Intersection EB WB NB SB Peak Intersection Period LOS DELAY LOS DELAY (sec.) LOS DELAY LOS DELAY LOS DELAY (sec.) (sec.) (sec.) (sec.) AM D 37.7 D 38.0 E 67.1 B 10.6 E 61.9 NW 12 th St. at NW 137 th Ave. PM D 42.6 D 50.6 B 19.4 C 24.3 C 34.1 AM E 61.5 E 69.3 F 99.6 D 51.6 E 72.5 NW 12 th St. at NW 127 th Ave. PM C 25.7 F 119.2 C 26.7 D 52.1 E 76.9 AM B 12.3 A <10.0 F 84.2 B 17.8 NW 12 th St. at NW 124 th Ave. PM B 18.1 B 11.1 C 34.2 B 13.7 AM B 13.3 C 28.7 C 29.1 C 23.1 NW 12 th St. at SB SR 821/HEFT On/Off Ramps PM A <10.0 A <10.0 F 324.2 F 133.7 AM B 13.5 C 31.1 D 35.7 C 22.7 NW 12 th St. at NB SR 821/HEFT On/Off Ramps PM B 13.5 C 31.3 D 35.7 C 27.0 AM F 114.2 E 61.2 F 104.5 D 47.4 F 95.0 NW 12 th St. at NW 107 th Ave. PM F 409.3 F 136.7 D 46.7 D 52.8 F 140.9 AM F >600 NW 25 th St. at NW 117 th Ave. 1 PM F >600 AM C 24.3 E 42.7 NW 25 th St. at NW 114 th Ave. 1 PM C 17.1 F 75.2 AM C 21.7 B 16.9 C 34.9 C 34.8 C 24.5 NW 25 th St. at NW 112 th Ave. PM B 15.7 C 20.5 C 28.9 F 117.5 D 53.6 AM E 69.3 E 55.5 E 58.2 D 51.7 E 58.6 NW 25 th St. at NW 107 th Ave. PM D 53.0 F 92.1 D 38.6 D 51.6 E 60.2 SB NW 107 th Ave. On-Ramp to WB SR 836/Dolphin AM B 17.8 B 16.5 Expwy 2 PM A 8.2 C 27.3 AM F 600.5 A 7.8 F 98.5 NW 107 th Ave. at WB SR 836/Dolphin Expwy 3 Off-Ramp PM E 79.1 B 10.6 B 16.2 AM C 27.7 F 214.1 B 18.7 E 75.4 NW 107 th Ave. at EB SR 836/Dolphin Expwy Off-Ramp PM E 76.0 A 6.1 A 8.6 B 13.2 AM B 14.5 C 15.4 NW 122th Ave. at NW 6 th Ter. 1 PM B 13.1 B 11.5 AM E 70.9 D 40.6 F 1133.4 F 104.9 F 350.4 NW 122 th Ave. at SR 90/SW 8 th St. PM E 74.8 F 91.5 D 46.5 D 54.3 E 76.5 Notes: (1) Delay and LOS of unsignalized intersections are provided for the approach controlled by the stop sign. (2) Northbound through traffic on NW 107th Avenue does not stop. (3) Northbound through traffic on NW 107th Avenue does not stop.

  22. NW 25 th St. NW 12 th St. NW 122 nd Ave. NW 107 th Ave. NW 137 th Ave. NW 127 th Ave. NW 6 th St. W Flagler St. SW 8 th St.

  23. Table 2 – 1: Four-Year Crash Summary for NW 25 th Street from NW 127 th Avenue to NW 107 th Avenue Table 2 – 2: Four-Year Crash Summary for NW 12 th Street from NW 137 th Avenue to NW 107 th Avenue

  24. Table 2 – 3: Four-Year Crash Summary at Intersection of NW 12 th Street and NW 127 th Avenue Table 2 – 4: Four-Year Crash Summary for Eastbound and Westbound SR 836 Off-Ramps at NW 107 th Avenue

  25. NW 25 th St. NW 12 th St. NW 122 nd Ave. NW 107 th Ave. NW 137 th Ave. NW 127 th Ave. NW 6 th St. W Flagler St. SW 8 th St.

  26. NW 25 th St. NW 12 th St. NW 122 nd Ave. NW 107 th Ave. NW 137 th Ave. NW 127 th Ave. NW 6 th St. W Flagler St. SW 8 th St.

  27. Figure 2 – 1: Existing Roadway Typical Section of NW 12 th Street from NW 137 th Avenue to NW 127 th Avenue Figure 2 – 2: Existing Roadway Typical Section of NW 12th Street from NW 127th Avenue to SR 821

  28. Figure 2 – 3: Existing Roadway Typical Section of NW 12 th Street from SR 821 to NW 107 th Avenue Figure 2 – 4: Existing Roadway Typical Section of NW 25 th Street from NW 127 th Avenue to NW 112 th Avenue

  29. Figure 2 – 5: Existing Roadway Typical Section of NW 25 th Street from NW 112 th Avenue to NW 107 th Avenue . Figure 2 – 6: Existing Roadway Typical Section of NW 122 nd Avenue north of NW 6 th Terrace

  30. NW 25 th St. NW 127 th Ave. NW 12 th St. NW 122 nd Ave. NW 107 th Ave. NW 137 th Ave. NW 127 th Ave. NW 6 th St. W Flagler St. NW 12 th St. SW 8 th St.

  31. NW 25 th St. NW 12 th St. Central West Transportation Center NW 122 nd Ave. NW 107 th Ave. NW 137 th Ave. NW 127 th Ave. NW 6 th St. W Flagler St. SW 8 th St.

  32. NW 25 th St. NW 12 th St. NW 107 th Ave. NW 137 th Ave. NW 127 th Ave. NW 122 nd Ave. NW 6 th St. W Flagler St. SW 8 th St.

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