Item No. | Item | Suburban1 | |
SA-1 | SA-2 | ||
1 | Design Speed (mph) | 50 | 55 |
2 | Level of Service | C | C |
3 | Number of Lanes | 2 (min)-4 (typ) | 2 (min)-4 (typ) |
4 | Width of Travel Lanes(ft) | 12 | 12 |
5 | Width of Shoulders (minimum) (ft)2 | ||
(a) Inside on multilane facilities | 4 | 4 | |
(b) Outside | 8 | 8 | |
6 | Shoulder Type | Paved | Paved |
7 | Parking Lane Width (ft) | N/A | N/A |
8 | Width of Median on Multilane Facilities (ft) | ||
(a) Depressed | 30-42 | 42 | |
(b) Raised | 30 | 30 | |
(c) Two way left turn lane | N/A | N/A | |
9 | Width of Sidewalk (minimum) (where used) (ft)3 | ||
(a) When offset from curb | 4 | 4 | |
(b) When adjacent to curb | N/A | N/A | |
10 | Fore slope (vertical - horizontal) | 1:4 to 1:6 | 1:6 |
11 | Back slope (vertical - horizontal) | 1:3 | 1:4 |
12 | Pavement Cross-slope (%) | 2.5 | 2.5 |
13 | Minimum Stopping Sight Distance (ft) | 425 | 495 |
14 | Maximum Superelevation (%) | 4 | 6 |
15 | Minimum Radius (ft)4, 5 | ||
(a) With normal crown (-2.5% cross-slope) | 16,700 | 19,700 | |
(b) With 2.5% superelevation | 3,500 | 5,250 | |
(c) With full superelevation | 1,000 | 1,100 | |
16 | Maximum Grade (%) | 46 | 4 |
17 | Minimum Vertical Clearance (ft)-7 | 16 | 16 |
18 | Minimum Clear Zone(ft) | ||
(a) From edge of through travel lane | 20 - 288 | 24 | |
(b) Outside from back of curb (when curb is used) | 10 (1:6) 18 (1:4) | 14 | |
(c) Median from back of curb (when curb is used) | 12 | 18 | |
19 | Bridge Design Live Load 9 | AASHTO | AASHTO |
20 | Width of Bridges (minimum) (face to face of bridge rail at gutter line) 10 | ||
(a) Curbed facilities (without sidewalks) | Roadway width | Roadway width | |
(b) Shoulder facilities | Roadway width | Roadway width | |
21 | Guardrail Required at Bridge Ends | Yes | Yes |
La. Admin. Code tit. 70, § I-1317