| Rank | Project ID | Corridor Number | Road | From | To | Description | Phase | Major Type | Minor Type | Jurisdiction | RAW Score | Normalized Score | Length (mi.) | Existing ADT | Future ADT | Existing V/C Ratio | Future V/C Ratio | Regional Mobility | Mobility Impact | Incident Management | Safety | Cost Effectiveness | Community Impact | Critical Bridge | |||||||||||||||||||
| Value | Score | Value | Score | Value | Score | Value | Score | Value | Score | Value | Score | Value | Score | Value | Score | Value | Score | Value | Score | Value | Score | AM | INT | ALT | WID | BRG | ITS | ||||||||||||||||
| 3 | 1212 | 2 | University Ave. | At Asher Ave. | 0 | Reconfigure Asher Ave., modify right turn islands, add raised median on leftbound approach* | ST | INT | 0 | LR | 21.3 | 93.4 | 1.74 | 40,700 | 3.1 | 33,700 | 2.2 | 1.03 | 2 | 0.75 | 0 | III | 3 | Int. | 3.0 | Yes | 3 | 0.00 | 0 | 24 | 3 | ROW (Int) | 2.0 | No | 0.0 | ||||||||
| 1 | 323 | 3 | Hwy 365 | At Hwy 100 | 0 | Reconfigure intersection, add signal | MT | INT | 0 | PUL/MAU | 22.8 | 100.0 | 4.63 | 5,400 | 0.4 | 21,500 | 1.4 | 0.42 | 0 | 1.65 | 3 | III | 3 | Int. | 3.0 | Yes | 3 | 28.35 | 3 | 11 | 3 | None | 3.0 | No | 0.0 | 3 | 2 | 37 | 0 | 2 | 0 | ||
| 2 | 911 | CS9 | Camp Robinson Rd. | At 37th St., 34th Street, 33rd Street, I-40 EB ramp | 0 | Signal upgrade* | ST | ITS | 0 | NLR | 22.7 | 99.6 | 0.23 | 24,000 | 1.8 | 13,400 | 0.9 | 2.30 | 3 | 1.28 | 3 | III | 3 | ITS | 2.0 | Yes | 3 | 0.00 | 0 | 17 | 3 | None | 3.0 | No | 0.0 | 1346 | 2790 | 1970 | 5618 | 667 | 687 | ||
| 4 | 627 | 16 | Hwy 89 | Reyland Dr. | Hwy 367 | Widen to four lanes divided with curb and gutter and bike lanes | MT | WID | ALT | CAB | 20.8 | 91.2 | 0.85 | 18,000 | 1.4 | 20,800 | 1.4 | 1.44 | 3 | 1.66 | 3 | III | 3 | Widening | 3.0 | Yes | 3 | 10.97 | 3 | 136 | 0 | ROW & Bldg. | 0.0 | No | 0.0 | 89.73333 | 75.40541 | 89.54545 | 93.63333 | 60.63636 | 38.16667 | ||
| 4 | 112 | 11 | Hwy 64 | I-40 SB | I-40 NB | Interchange study* | ST | INT | 0 | CON | 20.8 | 91.2 | 0.19 | 31,000 | 2.3 | 46,000 | 3.0 | 1.12 | 2 | 1.67 | 3 | II | 1.5 | Widening | 3.0 | No | 0 | 9.84 | 3 | NA | 0 | None | 3.0 | No | 0.0 | ||||||||
| 4 | 423 | 13 | Hwy 107 | At Arnold Rd. | 0 | Add signal, intersection improvements | MT | INT | 0 | PUL | 20.8 | 91.2 | 3.47 | 8,200 | 0.6 | 18,600 | 1.2 | 0.78 | 1 | 1.78 | 3 | III | 3 | Int. | 3.0 | Yes | 3 | 2.18 | 0 | 5 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 4 | 316 | 3 | Hwy 365 | Hwy 100 | I-40 | Add medians | ST | AM | 0 | MAU | 20.8 | 91.2 | 0.70 | 13,000 | 1.0 | 34,500 | 2.3 | 0.47 | 0 | 1.25 | 3 | II | 1.5 | Acc. Man. | 2.0 | Yes | 3 | 67.51 | 3 | 7 | 3 | Disrupt | 2.0 | No | 0.0 | ||||||||
| 8 | 1221 | 2 | University Ave. | Cantrell Rd. | I-30 WB | Implement Advanced Traffic Control System* | MT | ITS | 0 | LR | 20.6 | 90.4 | 5.89 | 32,700 | 2.5 | 32,500 | 2.1 | 0.99 | 1 | 0.83 | 1 | III | 3 | ITS | 2.0 | Yes | 3 | 0.00 | 0 | 5 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 9 | 7015 | 8 | Broadway Bridge | At bridge | 0 | Replace/rehabilitate critical bridge | ST | BRG | 0 | LR | 20.4 | 89.5 | 0.27 | 24,000 | 1.8 | 32,100 | 2.1 | 0.96 | 1 | 1.28 | 3 | II | 1.5 | Bridge | 2.0 | Yes | 3 | 0.00 | 0 | 4,650 | 0 | None | 3.0 | Yes | 3.0 | ||||||||
| 9 | 321 | 3 | Hwy 65B/ Harkrider/Hwy 365 | I-40 SB | Hwy 286 | Add local bus service | MT | ALT | 0 | CON | 20.4 | 89.5 | 3.39 | 21,800 | 1.6 | 28,000 | 1.8 | 0.86 | 1 | 1.11 | 2 | III | 3 | Transit | 1.0 | Yes | 3 | 8.56 | 2 | 43 | 2 | None | 3.0 | No | 0.0 | ||||||||
| 9 | 312 | 3 | Hwy 65 | At Acklin Gap Rd., Pickels Gap Rd. | 0 | Add signals | ST | INT | 0 | CON | 20.4 | 89.5 | 4.56 | 20,000 | 1.5 | 45,100 | 2.9 | 0.72 | 0 | 1.64 | 3 | III | 3 | Int. | 3.0 | No | 0 | 3.37 | 1 | 1 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 9 | 315 | 3 | Hwy 365 | At I-40/Hwy 64 | 0 | Add park and ride lot | ST | ALT | 0 | CON | 20.4 | 89.5 | 24.50 | 10,800 | 0.8 | 24,400 | 1.6 | 0.66 | 0 | 1.49 | 3 | III | 3 | Transit | 1.0 | Yes | 3 | 7.18 | 2 | 0 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 13 | 516 | 1 | Hwy 107 | At A St. | 0 | Pedestrian improvements* | ST | ALT | 0 | NLR | 20.3 | 89.0 | 0.50 | 32,000 | 2.4 | 29,100 | 1.9 | 1.06 | 2 | 0.97 | 1 | NA | 0 | Ped | 1.0 | Yes | 3 | 10.95 | 3 | 0 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 13 | 1313 | 5 | Hwy 10 | At Rodney Parham Rd. | 0 | Intersection improvements (TBD) | ST | INT | 0 | LR | 20.3 | 89.0 | 0.91 | 35,800 | 2.7 | 39,900 | 2.6 | 1.23 | 2 | 1.38 | 3 | III | 3 | Int. | 3.0 | No | 0 | 2.48 | 0 | 50 | 2 | ROW (Int) | 2.0 | No | 0.0 | ||||||||
| 13 | 1314 | 5 | Hwy 10 | At I-430 | 0 | Intersection improvements (TBD) | ST | INT | 0 | LR | 20.3 | 89.0 | 1.42 | 31,600 | 2.4 | 28,600 | 1.9 | 1.18 | 2 | 1.06 | 2 | III | 3 | Int. | 3.0 | No | 0 | 5.22 | 1 | 27 | 3 | ROW (Int) | 2.0 | No | 0.0 | ||||||||
| 16 | 514 | 1 | Hwy 107 | At North Hills Blvd., Osage Dr., Kierre Rd., Randolph Rd. | 0 | Signal upgrade | ST | INT | 0 | NLR | 20.2 | 88.6 | 2.86 | 25,700 | 1.9 | 27,800 | 1.8 | 0.93 | 1 | 1.01 | 2 | II | 1.5 | ITS | 2.0 | Yes | 3 | 5.85 | 1 | 2 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 17 | 2024 | 12 | Roosevelt Rd./Lindsey Rd. | At Hwy 67/70, Airport Drive | 0 | Relign intersections | MT | INT | 0 | LR | 20.0 | 87.7 | 2.14 | 22,100 | 1.7 | 4,900 | 0.3 | 2.37 | 3 | 0.53 | 0 | III | 3 | Int. | 3.0 | Yes | 3 | 0.00 | 0 | 16 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 18 | 2313 | 7 | Hwy 161/Hwy 70 | At Hwy 161/70 | 0 | Add signal, turn lanes and pedestrian crossing treatments* | ST | INT | ALT | NLR | 19.8 | 86.8 | 1.43 | 16,300 | 1.2 | 17,000 | 1.1 | 0.92 | 1 | 0.96 | 1 | II | 1.5 | Int. | 3.0 | Yes | 3 | 6.47 | 2 | 10 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 18 | 1013 | 6 | Hwy 5 | At Fourche Creek, McHenry Creek, McHenry Relief | 0 | Replace critical bridges with new two lane bridges | ST | BRG | 0 | LR | 19.8 | 86.8 | 6.05 | 8,000 | 0.6 | 13,400 | 0.9 | 0.51 | 0 | 0.87 | 1 | III | 3 | Bridge | 2.0 | Yes | 3 | 4.65 | 1 | 27 | 3 | None | 3.0 | Yes | 2.3 | ||||||||
| 20 | 2023 | 12 | Roosevelt Rd./Lindsey Rd. | 22nd Street | Fourche Dam Pike | Improve/widen shoulders, add bike lanes | MT | WID | ALT | LR | 19.5 | 85.5 | 3.72 | 15,400 | 1.2 | 4,200 | 0.3 | 1.86 | 3 | 0.51 | 0 | III | 3 | Widening | 3.0 | Yes | 3 | 0.00 | 0 | 16 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 20 | 612 | 16 | Hwy 89 | At Rockwood Dr., Hwy 67/167 SB, Hwy 67/167 NB, Reyland Dr. | 0 | Signal upgrade* | ST | ITS | 0 | CAB | 19.5 | 85.5 | 0.45 | 15,500 | 1.2 | 19,200 | 1.3 | 0.69 | 0 | 0.85 | 1 | III | 3 | ITS | 2.0 | Yes | 3 | 8.94 | 2 | 9 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 22 | 1322 | 5 | Hwy 10/Chester St. | Fairview Rd. | I-630 | Implement Advanced Traffic Control System* | MT | ITS | 0 | LR | 19.3 | 84.6 | 8.67 | 26,400 | 2.0 | 27,200 | 1.8 | 1.01 | 2 | 1.04 | 2 | II | 1.5 | ITS | 2.0 | No | 0 | 6.14 | 2 | 6 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 23 | 1413 | 9 | Financial Center Pkwy | At Shackleford | 0 | Grade separation/interchange reconfiguration study* | ST | INT | 0 | LR | 19.0 | 83.3 | 0.54 | 38,000 | 2.9 | 40,100 | 2.6 | 1.26 | 3 | 1.33 | 3 | II | 1.5 | Widening | 3.0 | No | 0 | 0.00 | 0 | NA | 0 | None | 3.0 | No | 0.0 | ||||||||
| 24 | 313 | 3 | Hwy 65B/ Harkrider/Hwy 365 | Siebenmorgan Rd. | Hwy 286 | Reconstruct to four lanes divided with sidewalks | ST | WID | ALT | CON | 18.9 | 82.9 | 3.08 | 21,100 | 1.6 | 27,800 | 1.8 | 0.84 | 1 | 1.11 | 2 | II | 1.5 | Widening | 3.0 | Yes | 3 | 8.55 | 2 | 41 | 2 | ROW | 1.0 | No | 0.0 | ||||||||
| 25 | 2312 | 7 | Hwy 161 | I-40 EB | Hwy 161/70 | Widen to four lanes divided with curb and gutter, sidewalks* | ST | WID | ALT | NLR | 18.8 | 82.5 | 0.85 | 17,500 | 1.3 | 15,600 | 1.0 | 1.52 | 3 | 1.35 | 3 | II | 1.5 | Widening | 3.0 | Yes | 3 | 7.95 | 2 | 215 | 0 | ROW | 1.0 | No | 0.0 | ||||||||
| 25 | 314 | 3 | Hwy 365 | At 6th St., Bruce St., Robins St. | 0 | Signal upgrade | ST | ITS | 0 | CON | 18.8 | 82.5 | 1.81 | 19,000 | 1.4 | 28,900 | 1.9 | 0.76 | 1 | 1.15 | 2 | II | 1.5 | ITS | 2.0 | Yes | 3 | 0.00 | 0 | 2 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 25 | 2332 | 7 | Hwy 161/Hwy 70/Broadway | I-40 | Broadway | Implement Advanced Traffic Control System* | LT | ITS | 0 | NLR | 18.8 | 82.5 | 5.50 | 17,100 | 1.3 | 15,800 | 1.0 | 0.78 | 1 | 0.72 | 0 | II | 1.5 | ITS | 2.0 | Yes | 3 | 10.33 | 3 | 9 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 28 | 913 | CS9 | Camp Robinson Rd. | 37th St. | 34th St. | Widen to four lanes undivided* | ST | WID | 0 | NLR | 18.7 | 82.0 | 0.23 | 24,000 | 1.8 | 13,400 | 0.9 | 2.30 | 3 | 1.28 | 3 | III | 3 | Widening | 3.0 | Yes | 3 | 0.00 | 0 | 415 | 0 | <||||||||||||