Item No. | Item | Rural | ||
RA-1 | RA-2 | RA-3 | ||
1 | Design Speed (mph) | 501 | 602 | 70 |
2 | Number of Lanes (minimum)3 | 2 | 2 | 4 |
3 | Width of Travel Lanes (ft) | 11-124 | 12 | 12 |
4 | Width of Shoulders (minimum)(ft) | |||
(a) Two Lane | 85 | 85 | N/A | |
(b) Divided facilities | ||||
(1) Inside8 | 4 | 4 | 46 | |
(2) Outside | 85 | 85 | 8-107 | |
5 | Shoulder Type | Aggregate (2' min paved) | Aggregate (2' min paved) | Paved Aggregate 8 (2' min paved) |
6 | Parking Lane Width (ft) | N/A | N/A | N/A |
7 | Width of Median on Divided Facilities (ft) | |||
(a) Depressed | 42-60 | 42-60 | 60 | |
(b) Raised | N/A | N/A | N/A | |
(c) Two way left turn lane | N/A | N/A | N/A | |
8 | Fore slope (verticalhorizontal) | 1:6 | 1:6 | 1:6 |
9 | Back slope (verticalhorizontal) | 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 (%)9 | 10 | 10 | 10 |
13 | Minimum Radius (ft)10 (with full superelevation) | 700 | 1,100 | 1,700 |
14 | Maximum Grade (%)11 | 4 | 3 | 3 |
15 | Minimum Vertical Clearance (ft)12 | 16 | 16 | 16 |
16 | Minimum Clear Zone(ft)(from edge of through travel lane) | 20 | 3013 | 34 |
17 | Bridge Design Live Load14 | AASHTO | AASHTO | AASHTO |
18 | Width of Bridges (min) (face to face of bridge rail at gutter line) (ft) | Roadway width | Roadway width | Roadway width |
La. Admin. Code tit. 70, § I-1301