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