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
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
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
48 322 3 Hwy 365 County line E. of Settlement Rd. Realign road, reconstruct to four lanes divided with an off-road path; replace critical bridge MT WID BRG PUL/MAU 17.4 76.3 3.93 4,100 0.3 19,200 1.3 0.39 0 1.83 3 III 3 Widening 3.0 Yes 3 6.40 2 401 0 ROW 1.0 Yes 0.8
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 0.0 120 120 120 120 120 120
88 331 3 Hwy 65 CARTS Bndry I-40 Widen to six lanes divided LT WID 0 CON 15.4 67.5 4.56 20,000 1.5 45,100 2.9 0.72 0 1.64 3 III 3 Widening 3.0 No 0 3.37 1 71 0 ROW 1.0 No 0.0
105 332 3 Hwy 365 Hwy 286 County line Widen to four lanes divided with an off-road path LT WID ALT FAU 14.5 63.6 11.76 5,900 0.4 16,200 1.1 0.56 0 1.55 3 III 3 Widening 3.0 Yes 3 2.83 0 263 0 ROW 1.0 No 0.0
64 333 3 Hwy 365 E. of Settlement Rd. Hwy 100 Reconstruct to four lanes divided with an off-road path LT WID ALT PUL/MAU 16.6 72.8 3.93 4,100 0.3 19,200 1.3 0.39 0 1.83 3 III 3 Widening 3.0 Yes 3 6.40 2 249 0 ROW 1.0 No 0.0
58 831 4 Maumelle Blvd. Millwood Cir. I-430 Widen to six lanes divided with an off-road path* LT WID ALT MAU/PUL 16.9 74.1 6.98 20,700 1.5 36,600 2.4 0.69 0 1.22 2 III 3 Widening 3.0 Yes 3 0.00 0 89 0 Disrupt 2.0 No 0.0
109 1311 5 Hwy 10 Taylor Loop Rd. I-430 Widen to six lanes divided* ST WID 0 LR 14.0 61.4 3.01 26,200 1.9 32,000 2.1 0.93 1 1.14 2 III 3 Widening 3.0 No 0 2.52 0 99 0 ROW 1.0 No 0.0
85 1312 5 Hwy 10 I-430 University Ave. Add median/widen to four lanes divided, consolidate driveways* ST WID AM LR 15.5 68.0 3.21 30,200 2.2 27,600 1.8 1.12 2 1.03 2 II 1.5 Widening 3.0 No 0 8.97 2 80 0 ROW 1.0 No 0.0
14 1313 5 Hwy 10 At Rodney Parham Rd. 0 Intersection improvements (TBD) ST INT 0 LR 20.2 88.6 0.91 35,800 2.6 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
14 1314 5 Hwy 10 At I-430 0 Intersection improvements (TBD) ST INT 0 LR 20.2 88.6 1.42 31,600 2.3 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
42 1315 5 Hwy 10 At Mississippi St. 0 Intersection improvements (TBD) ST INT 0 LR 17.7 77.6 1.80 32,300 2.4 27,600 1.8 1.17 2 1.00 1 II 1.5 Int. 3.0 No 0 9.23 3 32 3 ROW & Bldg. 0.0 No 0.0
95 1316 5 Hwy 10 At Tyler, Kavanaugh 0 Upgrade signals ST ITS 0 LR 15.2 66.7 1.00 21,000 1.5 18,500 1.2 0.84 1 0.74 0 II 1.5 ITS 2.0 No 0 7.51 2 1 3 None 3.0 No 0.0
143 1321 5 Hwy 10 Ranch Blvd. Taylor Loop Rd. Add median, sidewalks MT AM ALT LR 11.5 50.4 1.78 16,000 1.2 19,700 1.3 0.58 0 0.71 0 III 3 Acc. Man. 2.0 No 0 1.19 0 20 3 ROW 1.0 No 0.0
22 1322 5 Hwy 10/Chester St. Fairview Rd. I-630 Implement Advanced Traffic Control System* MT ITS 0 LR 19.2 84.2 8.67 26,400 1.9 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
95 1323 5 Hwy 10 At Kavanaugh Blvd. 0 Intersection improvements (TBD) MT INT 0 LIT 15.2 66.7 1.00 21,000 1.5 18,500 1.2 0.84 1 0.74 0 II 1.5 Int. 3.0 No 0 7.51 2 29 3 ROW (Int) 2.0 No 0.0
107 1324 5 Hwy 10 At Chenal, Taylor Loop, Sam Peck 0 Add signals MT INT 0 LIT 14.2 62.3 6.02 17,100 1.3 21,600 1.4 0.65 0 0.83 1 II 1.5 Int. 3.0 No 0 1.86 0 2 3 None 3.0 No 0.0
156 1331 5 Hwy 10 CARTS Bndry Ferndale Cutoff Rd. Widen shoulders, add off-road path LT WID ALT PUL 9.7 42.5 10.04 3,800 0.3 6,400 0.4 0.36 0 0.61 0 III 3 Widening 3.0 No 0 1.08 0 83 0 None 3.0 No 0.0
163 1332 5 Hwy 10 Ferndale Cutoff Rd. Ranch Blvd. Widen to four lanes divided with curb and gutter, sidewalks and bike lanes LT WID ALT LR 8.7 38.2 3.41 11,200 0.8 13,900 0.9 0.59 0 0.73 0 III 3 Widening 3.0 No 0 1.03 0 169 0 ROW 1.0 No 0.0
84 1011 6 Military Rd. At Hwy 35, Hwy 88, Wal-Mart, Southerland's, Landers Rd., Congo Rd. 0 Signal upgrade* ST ITS 0 BEN 15.6 68.4 1.47 20,000 1.5 8,800 0.6 0.99 1 0.44 0 II 1.5 ITS 2.0 Yes 3 0.00 0 7 3 None 3.0 No 0.0
82 1012 6 Military Rd. Congo Rd. Lincoln Rd. Widen to four lanes divided with curb and gutter, sidewalks* ST WID 0 BEN 15.8 69.3 0.37 20,000 1.5 12,900 0.8 1.74 3 1.12 2 II 1.5 Widening 3.0 Yes 3 0.00 0 188 0 ROW 1.0 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
68 1014 6 Asher  University Ave. Roosevelt Ave. Reconstruct to four lanes divided, consolidate driveways* ST WID AM LR 16.4 71.9 1.48 29,400 2.2 26,200 1.7 1.17 2 1.04 2 II 1.5 Widening 3.0 Yes 3 0.00 0 83 0 ROW 1.0 No 0.0
133 1015 6 Corridor-wide 0 0 Initiate fixed guideway transit study* ST ALT 0 BEN/BRY/LR 12.3 53.9 22.33 12,900 1.0 12,600 0.8 0.90 1 0.88 1 II 1.5 Transit 1.0 Yes 3 2.73 0 NA 0 None 3.0 No 0.0
117 1021 6 Military Rd. Hwy 35 Congo Rd. Add median MT AM 0 BEN 13.5 59.2 1.10 20,000 1.5 7,400 0.5 0.87 1 0.32 0 II 1.5 Acc. Man. 2.0 Yes 3 0.00 0 34 2 Disrupt 2.0 No 0.0
35 1022 6 Hwy 5 I-30 Otter Creek Rd. Add shoulders MT WID 0 BRY 18.1 79.4 8.43 6,700 0.5 9,100 0.6 0.64 0 0.87 1 III 3 Widening 3.0 Yes 3 4.13 1 21 3 None 3.0 No 0.0
124 1023 6 Hwy 5 Otter Creek Rd. I-430 Install median MT AM 0 LR 12.8 56.1 3.11 10,000 0.7 16,100 1.1 0.56 0 0.89 1 III 3 Acc. Man. 2.0 Yes 3 4.85 1 88 0 ROW 1.0 No 0.0
120 1024 6 Hwy 5 I-430 SB I-430 NB Reconstruct interchange MT WID 0 LR 13.4 58.8 0.35 5,800 0.4 14,600 1.0 0.39 0 0.97 1 III 3 Widening 3.0 Yes 3 4.47 1 135 0 ROW 1.0 No 0.0
67 1025 6 Hwy 5/Asher Colonel Glenn University Ave. Widen shoulders MT WID 0 LR 16.5 72.4 4.21 9,300 0.7 12,200 0.8 0.74 0 0.97 1 III 3 Widening 3.0 Yes 3 4.82 1 8 3 ROW 1.0 No 0.0
93 1026 6 Corridor-wide 0 0 Implement express bus service from Benton to downtown Little Rock* MT ALT 0 BEN/BRY/LR 15.3 67.1 22.33 12,900 1.0 12,600 0.8 0.90 1 0.88 1 II 1.5 Transit 1.0 Yes 3 2.73 0 16 3 None 3.0 No 0.0
64 1027 6 Hwy 5/Asher At Colonel Glenn 0 Reconfigure intersection MT INT 0 LR 16.6 72.8 1.12 16,800 1.2 22,000 1.4 0.56 0 0.73 0 III 3 Int. 3.0 Yes 3 0.00 0 26 3 ROW (Int) 2.0 No 0.0
117 1031 6 Hwy 5 I-30 Otter Creek Rd. Widen to four lanes undivided with an off-road path, replace critical bridges (3) LT WID BRG BRY 13.5 59.2 8.43 6,700 0.5 9,100 0.6 0.64 0 0.87 1 III 3 Widening 3.0 Yes 3 4.13 1 368 0 ROW 1.0 Yes 0.4
33 1032 6 Hwy 5/Asher Colonel Glenn University Ave. Replace critical bridges (2)  LT BRG 0 LR 18.3 80.3 4.21 9,300 0.7 12,200 0.8 0.74 0 0.97 1 III 3 Bridge 2.0 Yes 3 4.82 1 25 3 None 3.0 Yes 0.8
142 2311 7 Hwy 161 Fairfax Dr. I-40 WB Add median and bike lanes* ST AM ALT NLR 11.8 51.8 0.70 14,000 1.0 12,800 0.8 0.61 0 0.56 0 III 3 Acc. Man. 2.0 No 0 7.22 2 53 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
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
37 2314 7 Hwy 161 At I-40 EB, I-40 WB 0 Signal upgrade* ST ITS 0 NLR 18.0 78.9 0.84 15,100 1.1 13,300 0.9 0.65 0 0.57 0 III 3 ITS 2.0 Yes 3 6.39 2 3 3 None 3.0 No 0.0
62 2315 7 Hwy 70/Broadway At Lynch Dr., Dixie Dr., Hwy 165, Atkins Dr. 0 Signal upgrade ST ITS 0 NLR 16.7 73.2 2.83 16,000 1.2 15,700 1.0 0.70 0 0.69 0 II 1.5 ITS 2.0 Yes 3 8.77 2 2 3 None 3.0 No 0.0
42 2316 7 Hwy 70/Broadway At Palm Dr., Buckeye St., Beech St., Hwy 100, I-30 EB, I-30 WB, Poplar St., Maple St., Hwy 70 0 Signal upgrade ST ITS 0 NLR 17.7 77.6 2.69 15,800 1.2 15,700 1.0 0.63 0 0.63 0 II 1.5 ITS 2.0 Yes 3 11.72 3 6 3 None 3.0 No 0.0
45 2317 7 Hwy 70/Broadway At Broadway N/W 0 Improve intersection ST BRG INT NLR 17.6 77.2 0.33 22,000 1.6 8,000 0.5 0.88 1 0.32 0 II 1.5 Bridge 2.0 Yes 3 11.59 3 48 2 None 3.0 No 0.0
109 2318 7 Hwy 161 At Trammel Rd. 0 Add signal and reconfigure intersection ST INT 0 PUL 14.0 61.4 3.13 7,000 0.5 7,900 0.5 0.67 0 0.75 1 III 3 Int. 3.0 No 0 2.48 0 10 3 None 3.0 No 0.0
139 2321 7 Hwy 161 Hwy 67/167 2nd St. Add median MT AM 0 JAX 11.9 52.2 1.34 12,000 0.9 7,700 0.5 0.52 0 0.31 0 II 1.5 Acc. Man. 2.0 No 0 8.63 2 16 3 Disrupt 2.0 No 0.0
95 2322 7 Hwy 161 Military Rd. N. Beltway (constr.) Add paved shoulder and bike lanes MT WID ALT PUL 15.2 66.7 2.94 7,400 0.5 10,400 0.7 0.71 0 0.99 1 III 3 Widening 3.0 No 0 5.75 1 18 3 None 3.0 No 0.0
78 2324 7 Hwy 70 Hwy 161 Hwy 165 Construct off-road path MT ALT 0 NLR 16.0 70.2 1.50 17,800 1.3 18,000 1.2 0.85 1 0.86 1 II 1.5 Bike 1.0 No 0 9.81 3 14 3 None 3.0 No 0.0
115 2325 7 Hwy 70/Broadway Hwy 165 I-30 EB Frontage Rd. Reconstruct to four lanes divided with curb and gutter and sidewalks; consolidate driveways MT WID AM NLR 13.6 59.6 2.34 14,900 1.1 15,600 1.0 0.60 0 0.62 0 II 1.5 Widening 3.0 Yes 3 10.86 3 163 0 ROW 1.0 No 0.0
148 2331 7 Hwy 161 Main St. Fairfax Dr. Widen to four lanes divided with shoulders, bike lanes LT WID ALT JAX/PUL 11.2 49.1 7.95 8,000 0.6 8,900 0.6 0.77 1 0.85 1 III 3 Widening 3.0 No 0 5.09 1 657 0 ROW 1.0 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
126 7011 8 Hwy 36 At Hwy 64 0 Add signal ST INT 0 FAU 12.6 55.3 5.51 3,800 0.3 4,400 0.3 0.36 0 0.42 0 III 3 Int. 3.0 No 0 0.00 0 11 3 None 3.0 No 0.0
158 7012 8 Saltillo Rd. Hwy 64 Clinton/Saltillo Add striping ST NA 0 FAU 9.4 41.2 4.10 1,400 0.1 4,000 0.3 0.13 0 0.38 0 III 3 NA 0.0 No 0 0.00 0 0 3 None 3.0 No 0.0
49 7013 8 Hwy 365/Pike Ave. At Pershing Blvd., 22nd St., 18th St., 16th St., 8th St. 0 Signal upgrade ST ITS 0 NLR 17.4 76.3 1.47 21,000 1.5 22,000 1.4 0.76 1 0.80 1 II 1.5 ITS 2.0 Yes 3 0.00 0 5 3 None 3.0 No 0.0
49 7014 8 Hwy 365 Hwy 100 Broadway Alternative alignment study ST WID 0 NLR 17.4 76.3 0.45 12,000 0.9 14,800 1.0 1.15 2 1.42 3 II 1.5 Widening 3.0 Yes 3 0.00 0 NA 0 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
62 7020 8 S. Broadway Markham I-630 Add median MT AM 0 LR 16.7 73.2 1.00 24,400 1.8 29,300 1.9 0.91 1 1.09 2 I 0 Acc. Man. 2.0 Yes 3 0.00 0 6 3 Disrupt 2.0 No 0.0
104 7021 8 Hwy 36/Saltillo Rd./Clinton Rd. S. of Pumping Station Rd. Hwy 89 Add paved shoulders MT WID 0 FAU 14.6 64.0 15.43 2,300 0.2 5,400 0.4 0.22 0 0.51 0 III 3 Widening 3.0 Yes 3 0.00 0 35 2 None 3.0 No 0.0
93 7022 8 Saltillo Rd. At Little Cypress Creek 0 Replace critical bridge MT BRG 0 FAU 15.3 67.1 4.10 1,400 0.1 4,000 0.3 0.13 0 0.38 0 III 3 Bridge 2.0 Yes 3 0.00 0 36 2 None 3.0 Yes 1.9
136 7023 8 Clinton Rd Hwy 89 Camp Robinson S. entr. Realign and pave (two lanes undivided with shoulders) MT WID 0 FAU/PUL 12.1 53.1 4.64 900 0.1 400 0.0 0.13 0 0.04 0 III 3 Widening 3.0 Yes 3 0.00 0 3,324 0 None 3.0 No 0.0
58 7024 8 Clinton Rd./Hwy 365 Camp Robinson S. entr. North Belt Widen shoulders MT WID 0 PUL 16.9 74.1 5.95 4,400 0.3 9,600 0.6 0.51 0 0.92 1 III 3 Widening 3.0 Yes 3 1.63 0 23 3 None 3.0 No 0.0
75 7025 8 Hwy 365 Military Dr. I-40 Recontruct to two lanes divided, curb and gutter, sidewalks and bike lanes MT WID ALT NLR 16.1 70.6 1.66 12,000 0.9 11,100 0.7 0.87 1 0.80 1 II 1.5 Widening 3.0 Yes 3 20.66 3 149 0 Disrupt 2.0 No 0.0
75 7026 8 Hwy 365 At Parkway Drive, UP RR 0 Replace critical bridge MT BRG 0 NLR 16.1 70.6 1.66 12,000 0.9 11,100 0.7 0.87 1 0.80 1 II 1.5 Bridge 2.0 Yes 3 20.66 3 254 0 None 3.0 Yes 0.0
78 7027 8 Hwy 365/McArthur/Pike I-40 Pershing Blvd. Widen to four lanes divided with curb and gutter, sidewalks and bike lanes MT WID ALT NLR 16.0 70.2 0.43 16,000 1.2 20,600 1.3 1.16 2 1.49 3 II 1.5 Widening 3.0 Yes 3 0.00 0 157 0 ROW 1.0 No 0.0
68 7028 8 Hwy 365/Pike Ave. Pershing Blvd. Hwy 100 Add median MT AM 0 NLR 16.4 71.9 1.47 21,000 1.5 22,000 1.4 0.76 1 0.80 1 II 1.5 Acc. Man. 2.0 Yes 3 0.00 0 7 3 Disrupt 2.0 No 0.0
46 7029 8 Hwy 365/Pike Ave. At Hwy 100 0 Add signal MT ITS 0 NLR 17.5 76.8 0.69 21,000 1.5 23,400 1.5 0.76 1 0.85 1 II 1.5 ITS 2.0 Yes 3 0.00 0 17 3 None 3.0 No 0.0
88 7029.1 8 Hwy 365 At Winfree Creek 0 Replace critical bridge MT BRG 0 PUL 15.4 67.5 2.93 8,100 0.6 19,100 1.2 0.78 1 1.83 3 II 1.5 Widening 3.0 Yes 3 1.81 0 194 0 ROW 1.0 Yes 1.1
106 7031 8 Hwy 365 Clinton North Belt Widen to four lanes divided with curb and gutter, sidewalks and bike lanes LT WID ALT PUL 14.3 62.7 2.93 8,100 0.6 19,100 1.2 0.78 1 1.83 3 II 1.5 Widening 3.0 Yes 3 1.81 0 194 0 ROW 1.0 No 0.0
114 7032 8 Hwy 365 North Belt I-40 Widen to four lanes divided with curb and gutter, sidewalks and bike lanes LT WID ALT PUL/NLR 13.8 60.5 4.46 10,600 0.8 7,700 0.5 0.81 1 0.59 0 II 1.5 Widening 3.0 Yes 3 10.62 3 472 0 ROW 1.0 No 0.0
37 7033 8 Hwy 365 Clinton Rd. Pershing Blvd. Extend local transit service LT ALT 0 NLR 18.0 78.9 7.82 9,900 0.7 12,700 0.8 0.82 1 1.05 2 II 1.5 Transit 1.0 Yes 3 6.99 2 29 3 None 3.0 No 0.0
130 7035 8 Hwy 36 /Saltillo/Clinton/Hwy 365/Broadway Corridor-wide 0 Implement express transit service LT ALT 0 FAU/PUL/NLR/LR 12.4 54.4 34.03 5,400 0.4 7,600 0.5 0.48 0 0.63 0 II 1.5 Transit 1.0 Yes 3 2.94 0 10 3 None 3.0 No 0.0
107 1411 9 Chenal/Financial Center Pkwy End one-way pair Shackleford Widen to six lanes; reconstruct to continuous median, driveway consolidation, intersection improvements at Markham and Bowman (concurrent with widening)* ST WID INT LR 14.2 62.3 1.80 31,000 2.3 37,400 2.4 1.03 2 1.24 2 II 1.5 Widening 3.0 No 0 0.00 0 84 0 ROW 1.0 No 0.0
34 1412 9 Chenal/Financial Center Pkwy End one-way pair Shackleford Implement Advanced Traffic Control System* ST ITS 0 LR 18.2 79.8 1.80 31,000 2.3 37,400 2.4 1.03 2 1.24 2 II 1.5 ITS 2.0 No 0 0.00 0 4 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 18.9 82.9 0.54 38,000 2.8 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
88 1421 9 Chenal Pkwy Hwy 10 S. of Taylor Loop Rd. Pave and widen shoulders MT WID 0 LR 15.4 67.5 2.63 14,000 1.0 5,500 0.4 1.12 2 0.44 0 III 3 Widening 3.0 No 0 0.00 0 16 3 None 3.0 No 0.0
139 1422 9 Chenal Pkwy Hwy 10 End one-way pair Add bike path MT ALT 0 LR 11.9 52.2 7.97 17,800 1.3 9,500 0.6 0.73 0 0.39 0 III 3 Bike 1.0 No 0 0.00 0 19 3 None 3.0 No 0.0
139 1422 9 Chenal Pkwy Hwy 10 End one-way pair Add bike path MT ALT 0 LR 11.9 52.2 7.97 17,800 1.3 9,500 0.6 0.73 0 0.39 0 III 3 Bike 1.0 No 0 0.00 0 19 3 None 3.0 No 0.0
130 1431 9 Chenal Pkwy Hwy 10 S. of Taylor Loop Rd. Widen to four lanes divided LT INT 0 LR 12.4 54.4 2.63 14,000 1.0 5,500 0.4 1.12 2 0.44 0 III 3 Widening 3.0 No 0 0.00 0 271 0 None 3.0 No 0.0
117 1432 9 Chenal/Financial Center Pkwy Corridor-wide 0 Add express bus service* LT ALT 0 LR 13.5 59.2 9.76 20,200 1.5 14,700 1.0 0.80 1 0.58 0 III 3 Transit 1.0 No 0 0.00 0 6 3 None 3.0 No 0.0
31 2621 10 Hwy 367 Gaines St. South Loop (proposed) Widen shoulders, add bike lanes MT WID ALT LR 18.4 80.7 7.35 9,100 0.7 10,500 0.7 0.79 1 0.91 1 III 3 Widening 3.0 Yes 3 2.76 0 16 3 None 3.0 No 0.0
78 2622 10 Hwy 367 South Loop (proposed) Hwy 167 Widen shoulders MT WID 0 LR/PUL/SAL 16.0 70.2 8.04 7,700 0.6 6,500 0.4 0.74 0 0.62 0 III 3 Widening 3.0 Yes 3 1.52 0 23 3 None 3.0 No 0.0
120 2631 10 Hwy 367 Gaines St. South Loop (proposed) Widen to four lanes divided with shoulders and bike lanes. LT WID ALT LR 13.4 58.8 7.35 9,100 0.7 10,500 0.7 0.79 1 0.91 1 III 3 Widening 3.0 Yes 3 2.76 0 270 0 ROW 1.0 No 0.0
58 111 11 Hwy 64 Harkrider I-40 SB Add median, consolidate driveways* ST AM 0 CON 16.9 74.1 0.68 31,000 2.3 32,400 2.1 1.12 2 1.17 2 II 1.5 Acc. Man. 2.0 No 0 10.54 3 73 1 ROW 1.0 No 0.0
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
49 113 11 Hwy 64 At Skunk Hollow Rd., Rooster Rd. 0 Add signals ST INT 0 FAU 17.4 76.3 4.11 18,000 1.3 31,500 2.1 0.65 0 1.14 2 III 3 Int. 3.0 No 0 1.25 0 7 3 None 3.0 No 0.0
85 121 11 Hwy 64 Museum Hwy 36 Add median MT AM 0 CON/FAU 15.5 68.0 6.62 19,300 1.4 31,600 2.1 0.70 0 1.15 2 III 3 Acc. Man. 2.0 No 0 1.58 0 6 3 Disrupt 2.0 No 0.0
85 122 11 Hwy 64 Museum Hwy 36 Add off-road path MT ALT 0 CON/FAU 15.5 68.0 6.62 19,300 1.4 31,600 2.1 0.70 0 1.15 2 III 3 Bike 1.0 No 0 1.58 0 10 3 None 3.0 No 0.0
159 131 11 Hwy 64 Gorman Rd. White Co. Line Widen to four lanes divided LT WID 0 VIL/FAU 9.2 40.4 3.72 6,000 0.4 11,500 0.8 0.48 0 0.92 1 III 3 Widening 3.0 No 0 0.57 0 302 0 ROW 1.0 No 0.0
99 132 11 Hwy 64 Harkrider Hwy 107 Add bus service between Conway and Vilonia LT ALT 0 CON/FAU/VIL 14.9 65.4 13.89 16,900 1.2 26,800 1.7 0.73 0 1.15 2 III 3 Transit 1.0 No 0 2.67 0 11 3 None 3.0 No 0.0
165 2021 12 Roosevelt Rd. Asher Avenue/Hwy 5 Confederate Blvd. Reconstruct to four lanes divided with sidewalks MT WID ALT LR 6.5 28.5 3.40 15,600 1.1 14,300 0.9 0.62 0 0.57 0 II 1.5 Widening 3.0 No 0 0.00 0 154 0 ROW & Bldg. 0.0 No 0.0
156 2022 12 Roosevelt Rd. At Union Pacific RR 0 Replace critical bridge MT BRG 0 LR 9.7 42.5 1.12 14,000 1.0 11,300 0.7 0.56 0 0.45 0 II 1.5 Bridge 2.0 No 0 0.00 0 319 0 None 3.0 Yes 1.5
20 2023 12 Roosevelt Rd./Lindsey Rd. 22nd Street Fourche Dam Pike Improve/widen shoulders, add bike lanes MT WID ALT LR 19.4 85.1 3.72 15,400 1.1 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
17 2024 12 Roosevelt Rd./Lindsey Rd. At Hwy 67/70, Airport Drive 0 Relign intersections MT INT 0 LR 19.9 87.3 2.14 22,100 1.6 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
37 421 13 Hwy 107 At Hwy 89 0 Realign intersection MT INT 0 PUL 18.0 78.9 8.56 2,700 0.2 11,800 0.8 0.26 0 1.13 2 III 3 Int. 3.0 Yes 3 2.34 0 32 3 None 3.0 No 0.0
28 422 13 Hwy 107/Brockington Dr. At intersection 0 Signal upgrade* MT ITS 0 SHW 18.7 82.0 1.55 16,100 1.2 15,500 1.0 1.11 2 1.07 2 II 1.5 ITS 2.0 Yes 3 0.00 0 0 3 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
144 431 13 Hwy 107 Hwy 64 Hwy 319 Widen to four lanes divided with curb and gutter, sidewalks and bike lanes LT WID ALT VIL 11.4 50.0 2.06 4,000 0.3 17,100 1.1 0.38 0 1.64 3 III 3 Widening 3.0 No 0 0.89 0 251 0 ROW 1.0 No 0.0
75 432 13 Hwy 107 Hwy 319 Hwy 89 Widen to four lanes divided with paved shoulders and an off-road bike path LT WID ALT FAU/PUL 16.1 70.6 7.72 2,300 0.2 13,400 0.9 0.22 0 1.28 3 III 3 Widening 3.0 Yes 3 1.82 0 336 0 None 3.0 No 0.0
55 433 13 Hwy 107 Hwy 89 Gen. Samuels Rd. Widen to four lanes divided with paved shoulders LT WID 0 FAU/PUL 17.3 75.9 8.29 5,700 0.4 13,900 0.9 0.54 0 1.33 3 III 3 Widening 3.0 Yes 3 3.04 1 270 0 None 3.0 No 0.0
46 434 13 Hwy 107/Brockington Dr. Corridor-wide 0 Add express bus service from Vilonia to downtown Little Rock LT ALT 0 VIL/FAU/PUL/SHW 17.5 76.8 23.05 6,200 0.5 15,100 1.0 0.58 0 1.41 3 III 3 Transit 1.0 Yes 3 1.91 0 8 3 None 3.0 No 0.0
154 1511 14 Kanis Rd./Markham St. Corridor-wide 0 Initate fixed guideway study ST ALT 0 PUL/LR 9.8 43.0 20.53 8,500 0.6 10,900 0.7 0.58 0 0.74 0 II 1.5 Transit 1.0 Yes 3 0.00 0 NA 0 None 3.0 No 0.0
153 1521 14 Kanis Rd. CARTS Bndry Chenal Pkwy Add shoulders MT WID 0 PUL/LR 10.0 43.9 12.15 2,400 0.2 4,200 0.3 0.23 0 0.40 0 II 1.5 Widening 3.0 No 0 0.00 0 49 2 None 3.0 No 0.0
109 1522 14 Kanis Rd. At Denny Rd. 0 Realign intersection MT INT 0 LR 14.0 61.4 1.15 6,200 0.5 15,000 1.0 0.59 0 1.44 3 II 1.5 Int. 3.0 No 0 0.00 0 19 3 ROW (Int) 2.0 No 0.0
115 1523 14 Markham St. Chenal Pkwy I-430 Add median MT AM 0 LR 13.6 59.6 1.30 21,200 1.6 22,300 1.5 0.93 1 0.98 1 II 1.5 Acc. Man. 2.0 No 0 0.00 0 21 3 Disrupt 2.0 No 0.0
144 1524 14 Markham St. At Chenal Pkwy 0 Various intersection improvements MT INT 0 LR 11.4 50.0 1.56 9,300 0.7 18,900 1.2 0.68 0 1.37 3 II 1.5 Int. 3.0 No 0 0.00 0 68 0 ROW (Int) 2.0 No 0.0
126 1525 14 Markham St. At Bowman Rd. 0 Intersection improvements (TBD) MT INT 0 LR 12.6 55.3 1.16 21,200 1.6 22,500 1.5 0.92 1 0.98 1 II 1.5 Int. 3.0 No 0 0.00 0 114 0 None 3.0 No 0.0
68 1526 14 Markham St. At Shackelford Rd. 0 Various intersection improvements MT INT 0 LR 16.4 71.9 0.89 22,700 1.7 19,000 1.2 1.00 2 0.84 1 II 1.5 Int. 3.0 Yes 3 0.00 0 170 0 None 3.0 No 0.0
68 1527 14 Markham St. At Brookside Drive, Rodney Parham Road, Mississippi Street 0 Intersection improvements (TBD) MT INT 0 LR 16.4 71.9 1.35 20,000 1.5 21,400 1.4 0.96 1 1.02 2 II 1.5 Int. 3.0 Yes 3 0.00 0 123 0 None 3.0 No 0.0
112 1528 14 Markham St. At Fair Park Rd. 0 Intersection improvements (TBD) MT INT 0 LR 13.9 61.0 1.14 15,000 1.1 19,600 1.3 0.72 0 0.94 1 II 1.5 Int. 3.0 Yes 3 0.00 0 87 0 None 3.0 No 0.0
68 1529 14 Markham St. At Rodney Parham Rd. 0 Add left turn lanes at Rodney Parham MT INT 0 LR 16.4 71.9 0.85 20,000 1.5 21,500 1.4 0.96 1 1.03 2 II 1.5 Int. 3.0 Yes 3 0.00 0 98 0 None 3.0 No 0.0