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) | Traveled 14 way plus 8' | Traveled 14 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 |
La. Admin. Code tit. 70, § I-1325