Item No. | Item | Urban | Suburban1 | |||
UC-1 | UC-2 | SC-1 | SC-2 | SC-3 | ||
1 | Average Daily Traffic | N/A | N/A | N/A | N/A | N/A |
2 | Design Speed (mph) | 30-40 | 45 | 40 | 45 | 50 |
3 | Number of Lanes (minimum) | 2-4 | 2-4 | 2-4 | 2-4 | 2-4 |
4 | Width of Travel Lanes (ft) | 11-12 | 122 | 11 | 11 | 11-122 |
5 | Width of Shoulders (ft) | |||||
(a) Inside on multilane facilities | N/A | N/A | N/A | N/A | 43 | |
(b) Outside | 82, 4 | 82,4 | 4-54 | 4-54 | 6, 85 | |
6 | Shoulder Type | Paved | Paved | Paved | Paved | Paved |
7 | Width of Parking Lanes (where used) (ft) | 7-106 | 11 | 7-106 | 11 | N/A |
8 | Width of Median on multilane facilities (ft) | |||||
(a) Depressed | N/A | N/A | N/A | N/A | 30 | |
(b) Raised | 4 (min)-30 (des) | 4 (min) -30 (des) | 4 (min)-30 (des) | 4 (min)-30 (des) | 26 | |
(c) Two way left turn lane | 11-14 typ.7 | 11-14 typ.7 | 11-14 typ.7 | 11-14 typ.7 | N/A | |
9 | Width of Sidewalk (minimum) (where used) (ft) 8 | |||||
(a) When offset from curb | 4 | 4 | 4 | 4 | 4 | |
(b) When adjacent to curb | 6 | 6 | 6 | 6 | N/A | |
10 | Fore Slope (vertical - horizontal) | 1:3-1:49 | 1:3-1:49 | 1:4 | 1:4 | 1:4 |
11 | Back Slope (vertical - horizontal) | 1:310 | 1:3 | 1:3 | 1:3 | 1:3 |
12 | Pavement Cross Slope (%) | 2.5 | 2.5 | 2.5 | 2.5 | 2.5 |
13 | Minimum Stopping Sight Distance (ft) | 200 (30mph) 305 (40mph) | 360 | 305 | 360 | 425 |
14 | Maximum Superelevation (%) | 4 | 4 | 4 | 4 | 6 |
15 | Minimum Radius (ft)11, 12 | |||||
(a) With normal crown (-2.5% cross slope) | 325(30mph) 700(40mph) | 1,000 | 700 | 1,000 | 16,700 | |
(b) With 2.5% superelevation | 250(30mph) 550(40mph) | 750 | 550 | 750 | 4,400 | |
(c) With full superelevation | 235(30mph) 500(40mph) | 700 | 500 | 700 | 900 | |
16 | Maximum Grade (%) | 9 | 8 | 7 | 6 | 6 |
17 | Minimum Vertical Clearance (ft)13 | 15 | 15 | 15 | 15 | 15 |
18 | Minimum Clear Zone(ft) | |||||
(a) From edge of through travel lane | 10 | 10 | 10 | 10 | 26 - 2814 | |
(b) Outside from back of curb (when curb is used) | 1 (min)-6 (des) | 6 (min)-8 (des) | 1 (min)-6 (des) | 6 (min)-8 (des) | 17 - 1915 | |
(c) Median from back of curb (when curb is used) | 1 (min)-6 (des) | 1 (min)-8 des) | 1 (min) -6 (des) | 1 (min)-8(des) | 13 | |
19 | Bridge Design Live Load16 | AASHTO | AASHTO | AASHTO | AASHTO | AASHTO |
20 | Minimum Width of Bridges (face to face of bridge rail at gutter line) | |||||
(a) Curbed facilities (without sidewalks) | Traveled17 way plus 8' | Traveled17 way plus 8' | Traveled 17 way plus 8' | Traveled17 way plus 8' | Roadway width | |
(b) Shoulder facilities | Roadway width | Roadway width | Roadway width | Roadway width | Roadway width | |
21 | Guardrail Required at Bridge Ends | 17 | 17 | 17 | 17 | Yes |
La. Admin. Code tit. 70, § I-1321