La. Admin. Code tit. 70 § I-1325

Current through Register Vol. 50, No. 9, September 20, 2024
Section I-1325 - Minimum Design Guidelines for Urban Arterial Roads and Streets

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

Promulgated by the Department of Transportation and Development, Office of Highways/Engineering, LR 35:2848 (December 2009).
AUTHORITY NOTE: Promulgated in accordance with R.S. 48:35(C).