| 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 | ||||||||||||||||
| 101 | 1028 | 0 | Hwy 5 | At Congo, Longhills, Salem | 0 | Add signals, intersection improvements | MT | INT | 0 | BEN | 14.8 | 64.9 | 3.78 | 4,500 | 0.3 | 7,100 | 0.5 | 0.43 | 0 | 0.68 | 0 | III | 3 | Int. | 3.0 | Yes | 3 | 4.92 | 1 | 52 | 2 | ROW (Int) | 2.0 | No | 0.0 | ||||||||
| 56 | 1029 | 0 | Hwy 5 | At Hilltop, Countyline | 0 | Add signals, intersection improvements | MT | INT | 0 | BRY | 17.2 | 75.4 | 4.85 | 7,400 | 0.5 | 10,800 | 0.7 | 0.70 | 0 | 1.03 | 2 | III | 3 | Int. | 3.0 | Yes | 3 | 2.71 | 0 | 17 | 3 | ROW (Int) | 2.0 | No | 0.0 | ||||||||
| 135 | 1423 | 0 | Chenal Pkwy | At Rahling Rd. | 0 | Signalization and intersection improvements | MT | INT | 0 | LIT | 12.2 | 53.5 | 1.96 | 14,000 | 1.0 | 3,800 | 0.2 | 0.47 | 0 | 0.13 | 0 | III | 3 | Int. | 3.0 | No | 0 | 0.00 | 0 | 14 | 3 | ROW (Int) | 2.0 | No | 0.0 | ||||||||
| 31 | 512 | 1 | Hwy 107 | At Dee Jay Hudson Dr., Maryland Ave., Kiehl Ave., Club Rd. | 0 | Signal upgrade | ST | ITS | 0 | SHW | 18.4 | 80.7 | 2.47 | 18,800 | 1.4 | 23,200 | 1.5 | 0.68 | 0 | 0.84 | 1 | II | 1.5 | ITS | 2.0 | Yes | 3 | 6.51 | 2 | 4 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 42 | 513 | 1 | Hwy 107 | At Club Rd., North Hills Blvd. | 0 | Pedestrian Improvements | ST | ALT | 0 | SHW/NLR | 17.7 | 77.6 | 2.86 | 25,700 | 1.9 | 27,800 | 1.8 | 0.93 | 1 | 1.01 | 2 | NA | 0 | Ped | 1.0 | Yes | 3 | 5.85 | 1 | 0 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 14 | 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 | ||||||||
| 82 | 515 | 1 | Hwy 107 | McCain Rd. | A St. | Add/reconstruct medians, add sidewalks, consolidate driveways* | ST | AM | ALT | NLR | 15.8 | 69.3 | 1.29 | 35,100 | 2.6 | 26,300 | 1.7 | 1.23 | 2 | 0.92 | 1 | II | 1.5 | Acc. Man. | 2.0 | Yes | 3 | 5.91 | 1 | 81 | 0 | ROW | 1.0 | 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 | ||||||||
| 37 | 517 | 1 | Main Street | At UP RR bridge | 0 | Replace bridge | ST | BRG | 0 | NLR | 18.0 | 78.9 | 0.35 | 16,000 | 1.2 | 25,400 | 1.7 | 0.77 | 1 | 1.22 | 2 | II | 1.5 | Bridge | 2.0 | Yes | 3 | 0.00 | 0 | 2,127 | 0 | None | 3.0 | Yes | 2.6 | ||||||||
| 98 | 521 | 1 | Hwy 107 | At Kellog Dr. | 0 | Intersection realignment | MT | INT | 0 | SHW | 15.0 | 65.8 | 2.42 | 9,800 | 0.7 | 11,900 | 0.8 | 0.52 | 0 | 0.63 | 0 | II | 1.5 | Int. | 3.0 | Yes | 3 | 3.74 | 1 | 7 | 3 | ROW (Int) | 2.0 | No | 0.0 | ||||||||
| 49 | 522 | 1 | Hwy 107 | Kellog Dr. | McCain Rd. | Add medians, sidewalks | MT | AM | ALT | SHW | 17.4 | 76.3 | 2.47 | 18,800 | 1.4 | 23,200 | 1.5 | 0.68 | 0 | 0.84 | 1 | II | 1.5 | Acc. Man. | 2.0 | Yes | 3 | 6.51 | 2 | 17 | 3 | Disrupt | 2.0 | No | 0.0 | ||||||||
| 99 | 523 | 1 | N. Main St. | At 22nd St., 18th St., 13th St. | 0 | Add left turn lanes | MT | INT | 0 | NLR | 14.9 | 65.4 | 1.26 | 15,300 | 1.1 | 19,300 | 1.3 | 0.73 | 0 | 0.93 | 1 | II | 1.5 | Int. | 3.0 | Yes | 3 | 0.00 | 0 | 33 | 2 | ROW (Int) | 2.0 | No | 0.0 | ||||||||
| 58 | 524 | 1 | Hwy 107/N. Main St./Scott St. | Corridor-wide | 0 | Implement Advanced Traffic Control System | MT | ITS | 0 | SHW/NLR/LR | 16.9 | 74.1 | 9.83 | 20,000 | 1.5 | 20,900 | 1.4 | 0.84 | 1 | 0.88 | 1 | I | 0 | ITS | 2.0 | Yes | 3 | 5.21 | 1 | 7 | 3 | None | 3.0 | No | 0.0 | 0 | 0 | 0 | 0 | 0 | 0 | ||
| 122 | 525 | 1 | Hwy 107/N. Main St./Scott St. | Corridor-wide | 0 | Expand express route service hours | MT | ALT | 0 | SHW/NLR/LR | 12.9 | 56.6 | 9.83 | 20,000 | 1.5 | 20,900 | 1.4 | 0.84 | 1 | 0.88 | 1 | I | 0 | Transit | 1.0 | NA | 0 | 5.21 | 1 | 12 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 122 | 531 | 1 | Hwy 107/N. Main St./Scott St. | Corridor-wide | 0 | Add continuous local bus service | LT | ALT | 0 | SHW/NLR/LR | 12.9 | 56.6 | 9.83 | 20,000 | 1.5 | 20,900 | 1.4 | 0.84 | 1 | 0.88 | 1 | I | 0 | Transit | 1.0 | NA | 0 | 5.21 | 1 | 15 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 151 | 1211 | 2 | University Ave. | At Cantrell Rd. | 0 | Add right turn lanes, extend left turn lanes, widen intersection | ST | INT | 0 | LR | 10.8 | 47.4 | 0.43 | 15,000 | 1.1 | 19,100 | 1.2 | 0.50 | 0 | 0.63 | 0 | II | 1.5 | Int. | 3.0 | Yes | 3 | 0.00 | 0 | 229 | 0 | ROW | 1.0 | No | 0.0 | ||||||||
| 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 | 21.2 | 93.0 | 1.74 | 40,700 | 3.0 | 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 | ||||||||
| 35 | 1213 | 2 | University Ave. | Asher Ave. | I-30 WB | Widen to six lanes divided (south of 53rd St.), reconstruct to curb and gutter, consolidate driveways, add sidewalks* | ST | WID | ALT | LR | 18.1 | 79.4 | 2.40 | 40,000 | 2.9 | 34,400 | 2.2 | 1.08 | 2 | 0.93 | 1 | III | 3 | Widening | 3.0 | Yes | 3 | 0.00 | 0 | 84 | 0 | ROW | 1.0 | No | 0.0 | ||||||||
| 8 | 1221 | 2 | University Ave. | Cantrell Rd. | I-30 WB | Implement Advanced Traffic Control System* | MT | ITS | 0 | LR | 20.5 | 89.9 | 5.89 | 32,700 | 2.4 | 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 | ||||||||
| 133 | 1222 | 2 | Chicot Rd. | Baseline Rd. | Mabelvale Cutoff | Add median | MT | AM | 0 | LR | 12.3 | 53.9 | 1.02 | 19,000 | 1.4 | 14,200 | 0.9 | 0.69 | 0 | 0.51 | 0 | III | 3 | Acc. Man. | 2.0 | No | 0 | 0.00 | 0 | 10 | 3 | Disrupt | 2.0 | No | 0.0 | ||||||||
| 154 | 1223 | 2 | Chicot Rd. | Mabelvale Cutoff | Hogue Rd | Widen/add shoulders, straighten curves | MT | WID | 0 | LR/SAL | 9.8 | 43.0 | 8.95 | 5,800 | 0.4 | 6,000 | 0.4 | 0.52 | 0 | 0.54 | 0 | III | 3 | Widening | 3.0 | No | 0 | 0.00 | 0 | 181 | 0 | None | 3.0 | No | 0.0 | ||||||||
| 88 | 1231 | 2 | University Ave. | Cantrell Rd. | South Loop (proposed) | Expand local transit service headways (concurrent with fixed guideway transit service) | LT | ALT | 0 | LR | 15.4 | 67.5 | 9.98 | 24,600 | 1.8 | 25,000 | 1.6 | 0.87 | 1 | 0.79 | 1 | III | 3 | Transit | 1.0 | No | 0 | 0.00 | 0 | 13 | 3 | None | 3.0 | No | 0.0 | ||||||||
| 159 | 1232 | 2 | Chicot | Mabelvale Cutoff | South Loop (proposed) | Widen to four lanes divided with curb and gutter, sidewalks | LT | WID | ALT | LR | 9.2 | 40.4 | 1.88 | 7,500 | 0.6 | 9,800 | 0.6 | 0.60 | 0 | 0.78 | 1 | III | 3 | Widening | 3.0 | No | 0 | 0.00 | 0 | 328 | 0 | ROW | 1.0 | No | 0.0 | ||||||||
| 49 | 311 | 3 | Hwy 65 | CARTS Bndry | I-40 | Add median and sidewalks | ST | AM | ALT | CON | 17.4 | 76.3 | 4.56 | 20,000 | 1.5 | 45,100 | 2.9 | 0.72 | 0 | 1.64 | 3 | III | 3 | Acc. Man. | 2.0 | No | 0 | 3.37 | 1 | 11 | 3 | ROW | 1.0 | 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 | ||||||||
| 23 | 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 | 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 | ||||||||
| 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 | ||||||||