1.W-Beam Guardrail shall be used where working …
INDEX
SHEET NO.
SUBJECT
1
Roadside Obstruction Protection Guardrail Index and General Notes
2
W-Beam Guardrail, Multi-Lane Divided Roadway, Working Width 2' - 9" and < 3' - 3"
3
W-Beam Guardrail, Multi-Lane Divided Roadway, Working Width 3' - 3" and < 4' - 0"
4
W-Beam Guardrail, Two-Lane Two-Way Roadway, Working Width 2' - 9" and < 3' - 3"
5
W-Beam Guardrail, Two-Lane Two-Way Roadway, Working Width 3' - 3" and < 4' - 0"
6
MGS W-Beam Guardrail, Multi-Lane Divided Roadway, Working Width 4' - 0" and < 4' - 5"
7
MGS W-Beam Guardrail, Multi-Lane Divided Roadway, Working Width 4' - 5" and < 5' - 0"
8
MGS W-Beam Guardrail, Two-Lane Two-Way Roadway, Working Width 4' - 0" and < 4' - 5"
9
MGS W-Beam Guardrail, Two-Lane Two-Way Roadway, Working Width 4' - 5" and < 5' - 0"
Working Width
Face of Guardrail
Nearest Face of Object Behind the Guardrail
WORKING WIDTH
GENERAL NOTES:
1. W-Beam Guardrail shall be used where working width is less than 4 ft. 2. MGS W-Beam shall be used where working width is 4 ft or greater.
INDIANA DEPARTMENT OF TRANSPORTATION
ROADSIDE OBSTRUCTION PROTECTION GUARDRAIL INDEX AND GENERAL NOTES
SEPTEMBER 2019 STANDARD DRAWING NO. E 601-RHPG-01
DESIGN STANDARDS ENGINEER
5/12/2019
DATE
CHIEF ENGINEER
5/31/2019
DATE
Cable Terminal Anchor System = 6'-3"
8 spaces @ 1'-6 3/4" = 12'-6" 31' - 3"
4 spaces at 6'-3" = 25'-0"
8 spaces @ 3'-1 1/2"
= 25'-0"
Spaces @ 6'-3" as needed
L
MGS Height Transition = 37'-6" 3
Guardrail End Treatment 37'-6"
E.P. E.P.
Median
E.P. E.P.
37'-6" Guardrail End Treatment
3 MGS Height Transition
= 37'-6"
L
Spaces @ 6'-3" as needed
8 spaces @ 3'-1 1/2"
= 25'-0"
Length as required 1'-6 3/4" spacings 8 spaces @ 1'-6 3/4" = 12"-6"
MULTI-LANE DIVIDED ROADWAY GUARDRAIL LAYOUT
NOTES:
1. This configuration shall be used where W-beam guardrail at 1 ft - 6 3/4 in. post spacing is specified on a divided lane roadway to shield an isolated or extended obstruction.
2. Dimensions and details not shown on this drawing shall be as shown on the plans.
3 The MGS height transition shall not be included in the length of the guardrail end treatment.
4. See Standard Drawing Series E 601-GCTA for cable terminal anchor system details.
5. See Standard Drawing Series E 601-WBGA for W-beam guardrail details.
6. See Standard Drawing E 601-MGSA-16 for MGS height transition details.
LEGEND:
L = Length of need = Isolated obstruction = Extended obstruction
4 spaces at 6'-3" = 25'-0" 31' - 3"
Cable Terminal Anchor System = 6'-3"
INDIANA DEPARTMENT OF TRANSPORTATION
W-BEAM GUARDRAIL, MULTI-LANE DIVIDED ROADWAY,
WORKING WIDTH 2' - 9" AND < 3' - 3" SEPTEMBER 2019
STANDARD DRAWING NO. E 601-RHPG-02
DESIGN STANDARDS ENGINEER
5/12/2019
DATE
CHIEF ENGINEER
5/31/2019
DATE
Cable Terminal Anchor System = 6'-3"
31' - 3"
4 spaces @ 6'-3" = 25'-0"
8 spaces @ 3'-1 1/2"
= 25'-0"
Spaces @ 6'-3" as needed
L
MGS Height Transition = 37'-6" 3
Guardrail End Treatment 37'-6"
E.P. E.P.
Median
E.P. E.P.
37'-6" Guardrail End Treatment
3 MGS Height Transition
= 37'-6"
Spaces @ 6'-3" as needed
L
8 spaces @ 3'-1 1/2"
=25'-0"
Length as required 3'-1 1/2" spacings
NOTES:
MULTI-LANE DIVIDED ROADWAY GUARDRAIL LAYOUT
1. This configuration shall be used where W-beam guardrail at 3 ft - 1 1/2 in. post spacing is specified on a divided lane roadway to shield an isolated or extended obstruction.
2. Dimensions and details not shown on this drawing shall be as shown on the plans.
3 The MGS height transition shall not be included in the length of the guardrail end treatment.
4. See Standard Drawing Series E 601-GCTA for cable terminal anchor system details.
5. See Standard Drawing Series E 601-WBGA for W-beam guardrail details.
6. See Standard Drawing E 601-MGSA-16 for MGS height transition details.
LEGEND:
L = Length of need = Isolated obstruction = Extended obstruction
4 spaces @ 6'-3" = 25'-0"
31' - 3"
Cable Terminal Anchor System = 6'-3"
INDIANA DEPARTMENT OF TRANSPORTATION
W-BEAM GUARDRAIL, MULTI-LANE DIVIDED ROADWAY,
WORKING WIDTH 3' - 3" AND < 4' - 0" SEPTEMBER 2019
STANDARD DRAWING NO. E 601-RHPG-03
DESIGN STANDARDS ENGINEER
5/12/2019
DATE
CHIEF ENGINEER
5/31/2019
DATE
Guardrail End Treatment 37'-6"
L
MGS Height Transition = 37'-6" 3
8 spaces at 1'-6 3/4" = 12'-6"
Spaces @ 6'-3" as needed
8 spaces @ 3'-1 1/2"
= 25'-0"
8 spaces at 1'-6 3/4" = 12'-6"
8 spaces @ 3'-1 1/2"
= 25'-0"
Spaces @ 6'-3" as needed
L
MGS Height Transition = 37'-6" 3
Guardrail End Treatment 37'-6"
E.P. E.P.
37'-6" Guardrail End Treatment
3 MGS Height Transition
= 37'-6"
L
Spaces @ 6'-3" as needed
8 spaces @ 3'-1 1/2"
= 25'-0"
Length as required 1'-6 3/4" spacings
8 spaces at 1'-6 3/4" = 12'-6"
8 spaces @ 3'-1 1/2"
= 25'-0"
Spaces @ 6'-3" as needed
3 MGS Height Transition
= 37'-6"
L
TWO-LANE TWO-WAY ROADWAY GUARDRAIL LAYOUT
37'-6" Guardrail End Treatment
NOTES:
1. This configuration shall be used where W-beam guardrail at 1 ft - 6 3/4 in. post spacing is specified on a two-lane two-way roadway to shield an isolated or extended obstruction.
2. Dimensions and details not shown on this drawing shall be as shown on the plans.
3 The MGS height transition shall not be included in the length of the guardrail end treatment.
4. See Standard Drawing Series E 601-WBGA for W-beam guardrail details.
5. See Standard Drawing E 601-MGSA-16 for MGS height transition details.
LEGEND:
L = Length of need = Isolated obstruction = Extended obstruction
INDIANA DEPARTMENT OF TRANSPORTATION
W-BEAM GUARDRAIL, TWO-LANE TWO-WAY ROADWAY,
WORKING WIDTH 2' - 9" AND < 3' - 3" SEPTEMBER 2019
STANDARD DRAWING NO. E 601-RHPG-04
DESIGN STANDARDS ENGINEER
5/12/2019
DATE
CHIEF ENGINEER
5/31/2019
DATE
Guardrail End Treatment 37'-6"
L
MGS Height Transition = 37'-6" 3
Spaces @ 6'-3" as needed
8 spaces @ 3'-1 1/2"
= 25'-0"
L
8 spaces @ 3'-1 1/2"
= 25'-0"
Spaces @ 6'-3" as needed
MGS Height Transition = 37'-6" 3
Guardrail End Treatment 37'-6"
E.P. E.P.
37'-6" Guardrail End Treatment
3 MGS Height Transition
= 37'-6"
L
Spaces @ 6'-3" as needed
8 spaces @ 3'-1 1/2"
=25'-0"
Length as required 3'-1 1/2" spacings
8 spaces @ 3'-1 1/2"
=25'-0"
Spaces @ 6'-3" as needed
3 MGS Height Transition
= 37'-6"
L
37'-6" Guardrail End Treatment
TWO-LANE TWO-WAY ROADWAY GUARDRAIL LAYOUT
NOTES:
1. This configuration shall be used where W-beam guardrail at 3 ft - 1 1/2 in. post spacing is specified on a two-lane two-way roadway to shield an isolated or extended obstruction.
2. Dimensions and details not shown on this drawing shall be as shown on the plans.
3 The MGS height transition shall not be included in the length of the guardrail end treatment.
4. See Standard Drawing Series E 601-WBGA for W-beam guardrail details.
5. See Standard Drawing E 601-MGSA-16 for MGS height transition details.
LEGEND:
L = Length of need = Isolated obstruction = Extended obstruction
INDIANA DEPARTMENT OF TRANSPORTATION
W-BEAM GUARDRAIL, TWO-LANE TWO-WAY ROADWAY,
WORKING WIDTH 3' - 3" AND < 4' - 0" SEPTEMBER 2019
STANDARD DRAWING NO. E 601-RHPG-05
DESIGN STANDARDS ENGINEER
5/12/2019
DATE
CHIEF ENGINEER
5/31/2019
DATE
................
................
In order to avoid copyright disputes, this page is only a partial summary.
To fulfill the demand for quickly locating and searching documents.
It is intelligent file search solution for home and business.
Related download
- division word problems 3÷1 w remainder name
- thermodynamics conversion factors college of
- translating english words into algebraic expressions
- conversion factor table university of idaho
- translating words into algebra
- 1 w beam guardrail shall be used where working
- number theory homework
- beam design formulas with shear and moment
- chapter 7 plane wave propagation
- sampling techniques i william g cochran
Related searches
- what can fafsa money be used for
- type 1 w 2 enneagram
- knock and it shall be opened
- what can 529 funds be used for
- can fafsa be used internationally
- what can a tablet be used for
- should animals be used for research
- why animals should be used in research
- should animals be used for testing
- broken to be used sermon
- ask and it shall be given
- will be used grammar