LAC 70:I.1325
| Item No. | Item | Urban | ||||
|---|---|---|---|---|---|---|
| UA-1 | UA-2 | UA-3 | UA-4 | UA-5 | ||
| 1 | Design Speed (mph) | 40 | 45 | 50 | 55 | 60 |
| 2 | Level of Service1 | C | C | C | C | C |
| 3 | Number of Lanes | 2 (min)– 4 (typ) | 2 (min) – 4 (typ) | 2 (min) – 4 (typ) | 2 (min) – 4 (typ) | 2 (min) – 4 (typ) |
| 4 | Width of Travel Lanes(ft) | 11 | 11–12 | 12 | 12 | 12 |
| 5 | Width of Shoulders (minimum) (ft)2 | |||||
| (a) Inside on multilane facilities | N/A | N/A | 4 | 4 | 4 | |
| (b) Outside | 8 | 8 | 8 | 8 | 8 | |
| 6 | Shoulder Type | Paved | Paved | Paved | Paved | Paved |
| 7 | Parking Lane Width (ft) | 10–12 | 10–12 | N/A | N/A | N/A |
| 8 | Width of Median on Multilane Facilities (ft) | |||||
| (a) Depressed | N/A | N/A | 30 | 34–42 | 42 | |
| (b) Raised | 63–30 | 63–30 | 30 | 30 | 30 | |
| (c) Two way left turn lane | 11–14 typ.4 | 11 – 14 typ.4 | N/A | N/A | N/A | |
| 9 | Width of Sidewalk (minimum) (where used) (ft)5 | |||||
| (a) When offset from curb | 4 | 4 | 4 | 4 | 4 | |
| (b) When adjacent to curb | 6 | 6 | N/A | N/A | N/A | |
| 10 | Fore slope (vertical – horizontal) | 1:3 (min) 1:4 (des) | 1:3 (min) 1:4 (des) | 1:4 | 1:6 | 1:6 |
| 11 | Back slope (vertical–horizontal) | 1:3 | 1:3 | 1:3 | 1:4 | 1:4 |
| 12 | Pavement Cross-slope (%) | 2.5 | 2.5 | 2.5 | 2.5 | 2.5 |
| 13 | Minimum Stopping Sight Distance (ft) | 305 | 360 | 425 | 495 | 570 |
| 14 | Maximum Superelevation (%) | 4 | 4 | 4 | 6 | 6 |
| 15 | Minimum Radius (ft)6, 7 | |||||
| (a) With normal crown (-2.5% cross-slope) | 700 | 1,000 | 16,700 | 19,700 | 22,880 | |
| (b) With 2.5% superelevation | 550 | 750 | 3,500 | 5,250 | 6,280 | |
| (c) With full superelevation | 500 | 700 | 1,000 | 1,100 | 1,400 | |
| 16 | Maximum Grade (%) | 7 | 6 | 6 | 5 | 5 |
| 17 | Minimum Vertical Clearance (ft) 8 | 16 | 16 | 16 | 16 | 16 |
| 18 | Minimum Clear Zone (ft) | |||||
| (a) From edge of through travel lane | 189 | 24 9 | 2810 | 22 | 30 | |
| (b) Outside from back of curb (when curb is used) | 6 (min)– 16 (des)11 | 6 (min)– 22 (des)11 | 1910 | 13 | 21 | |
| (c) Median from back of curb12 (when curb is used) | 4 (min)– 12 (des) | 4 (min)– 18 (des) | 8 (min)– 17 (des) | 8 (min)– 17 (des) | 8 (min)– 25 (des) | |
| 19 | Bridge Design Live Load13 | AASHTO | AASHTO | AASHTO | AASHTO | AASHTO |
| 20 | Width of Bridges (minimum) (face to face of bridge rail at gutter line) | |||||
| (a) Curbed facilities (without sidewalks) | Traveled14 way plus 8' | Traveled14 way plus 8' | Roadway width | Roadway width | Roadway width | |
| (b) Shoulder facilities | Roadway Width | Roadway Width | Roadway width | Roadway width | Roadway width | |
| 21 | Guardrail Required at Bridge Ends | 14 | 14 | Yes | Yes | Yes |
AUTHORITY NOTE: Promulgated in accordance with R.S. 48:35(C).
HISTORICAL NOTE: Promulgated by the Department of Transportation and Development, Office of Highways/Engineering, LR 35:2848 (December 2009).