Item No. | Item | Urban | Rural | |
F-1 | F-2 | F-31 | ||
1 | Design Speed (mph) | 50 | 60 | 70 |
2 | Level of Service | C3 | C3 | B 2 |
3 | Number of Lanes (minimum) | 4 | 4 | 4 |
4 | Width of Travel Lanes (ft) | 12 | 12 | 12 |
5 | Width of Shoulders (ft) | |||
(a) Inside4 | 6 | 6 | 6 | |
(b) Outside5 | 10 | 10 | 10 | |
6 | Shoulder Type | Paved | Paved | Paved |
7 | Width of Median (minimum) (ft) | |||
(a) Depressed | 50 | 68 (min)-100 (des) | 72 (min)-100 (des) | |
(b) Continuous barrier (4 lane)6 | 15 | 15 | 15 | |
Continuous barrier (6 lane)6 | 27 | 27 | 27 | |
8 | Fore Slope (vertical - horizontal) | 1:4 to 1:6 | 1:6 | 1:6 |
9 | Back Slope (vertical - horizontal) | 1:4 | 1:4 | 1:4 |
10 | Pavement Cross Slope (%) | 2.5 | 2.5 | 2.5 |
11 | Minimum Stopping Sight Distance (ft) | 425 | 570 | 730 |
12 | Maximum Superelevation (%)7 | 10 | 10 | 10 |
13 | Minimum Radius (ft)8 (with 10% superelevation) | 700 | 1,100 | 1,700 |
14 | Maximum Grade (%)9 | 4 | 3 | 3 |
15 | Minimum Vertical Clearance (ft)10 | 16 | 16 | 16 |
16 | Width of Right-of-Way (ft) | |||
(a) Depressed median | As Needed | As Needed | Varies11 | |
(b) Median barrier | As Needed | As Needed | As Needed | |
(c) Minimum from edge of bridge structure12 | 15-20 | 15-20 | 15-20 | |
17 | Bridge Design Live Load13 | AASHTO | AASHTO | AASHTO |
18 | Minimum Width of Bridges (face to face of bridge rail at gutter line) (ft) | Roadway Width | Roadway Width | Roadway Width |
19 | Minimum Clear Zone(from edge of through travel lane)(ft) | |||
(a) 1:4 Fore slope | 30 | N/A | N/A | |
(b) 1:6 Fore slope | 22 | 32 | 34 |
La. Admin. Code tit. 70, § I-1305