Attachment A4 - Standard Plan.pdf

PDF 757 KB Posted

Attached to
Ditching/Excavation Services - Baraga & Houghton Counties
Solicitation number
RFP-591-210000001919-1
Issued by
Arenac County, Michigan

About this file

This is a Michigan Department of Transportation (MDOT) Bureau of Development Standard Plan (R-60-J) for various types of guardrail installations, including Types A, B, BD, T, TD, MGS-8, and MGS-8D. The document provides detailed technical specifications and engineering drawings for guardrail installations, including post spacing, beam element lengths, offset blocks, splice details, and mounting hardware requirements. The standard plan includes specifications for both wood and steel post installations, with typical post spacing of 6'-3" and effective beam element lengths of 12'-6". Installation heights and ground clearances are specified based on whether the guardrail is installed in conjunction with curbs.

The drawings include precise dimensional requirements for all components, including beam elements, posts, offset blocks, splice bolts, and post bolts. Specific requirements are provided for curved guardrail installations with radii of 150' or less, including metal tags to identify curvature. The plan includes detailed specifications for guardrail reflectors, which must be installed on all standard guardrail runs regardless of roadway lighting, with spacing requirements of 50'-0" on tangent sections and curves with radius ≥1150', and 25'-0" on curves with radius <1150'. The reflector color must match the edge line color.

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Text version

WOOD POST STEEL POST ELEVATION SHOWING POST SPACING

GUARDRAIL, TYPE A

ELEVATION SHOWING POST SPACING

GUARDRAIL, TYPE B

( WOOD POST )

GROUND LINE

(TYP.)

SPLICE BOLT

6"

WOOD LINE POST

6" x 8"

(TYP.)

SPLICE BOLT

UNDER NUT

ROUND WASHER

POST BOLT WITH

8"

UNDER NUT

ROUND WASHER

POST BOLT WITH

GROUND LINE

AND TYPICAL POST SPACING

EFFECTIVE BEAM ELEMENT LENGTH

12'-6"

* SEE NOTES FOR GUARDRAIL IN CONJUNCTION WITH CURB

GROUND LINEOPTIONAL

* SEE NOTES FOR GUARDRAIL IN CONJUNCTION WITH CURB

GROUND LINE

BEAM ELEMENT LENGTH

12'-6" EFFECTIVE

POST SPACING

6'-3" TYPICAL6" x 8" WOOD LINE POST

LINE

GROUND

HINGE POINT

SHOULDER

WASHER UNDER NUT

POST BOLT WITH ROUND

COATED NAIL

3" LONG HOT-DIP ZINC

WOOD POST WITH A MINIMUM

TOE NAIL WOOD BLOCK TO

SHOULDER

NORMAL

2'-0"

8"8"(TYP.)

SPLICE BOLT

** 5'-0" OR AS SPECIFIED ON PLANS

** FOR PAVED SHOULDER WIDTHS OF AT LEAST 12', USE 3'-0".

B.L.T.

W.K.P. 1 17 R-60-J

STEEL LINE POST

W6 x 9 OR W6 x 8.5

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

GUARDRAIL,

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

APPROVED BY:

APPROVED BY:

Paul C. Ajegba

BY

PREPARED

DESIGN DIVISION

DIRECTOR, BUREAU OF FIELD SERVICES

DIRECTOR, BUREAU OF DEVELOPMENT

8-6-2020

ELEVATION SHOWING POST SPACING

GUARDRAIL, TYPE BD

( WOOD POST )

BEAM ELEMENT LENGTH

12'-6" EFFECTIVE

POST SPACING

6'-3" TYPICAL

GROUND LINE

* SEE NOTES FOR GUARDRAIL IN CONJUNCTION WITH CURB

6" x 8" WOOD LINE POST

GROUND LINE

WOOD OFFSET BLOCK

6" x 8"

WASHER UNDER NUT

POST BOLT WITH ROUND

8" 8" 8"(TYP.)

SPLICE BOLT

NAIL

HOT-DIP ZINC COATED

A MINIMUM 3" LONG

TO WOOD POST WITH

TOE NAIL WOOD BLOCK

ELEVATION SHOWING POST SPACING

GUARDRAIL, TYPE B (OR BD)

( STEEL POST )

GROUND LINE

POST SPACING

6'-3" TYPICAL

(TYP.)

SPLICE BOLT

GROUND LINE

UNDER NUT

ROUND WASHER

POST BOLT WITH

FOR STEEL POST

WOOD OFFSET BLOCK

ROUTED 6" x 8"

BEAM ELEMENT

POST BOLT

BEAM ELEMENT LENGTH

12'-6" EFFECTIVE

* SEE NOTES FOR GUARDRAIL IN CONJUNCTION WITH CURB

R-60-J

STEEL LINE POST

W6 x 9 OR W6 x 8.5

NUT

ROUND WASHER

FOR STEEL POST

ROUTED 6" x 8" WOOD BLOCK

STEEL LINE POST

W6 x 9 OR W6 x 8.5

(OPTIONAL)

GALVANIZING HOLE

2" TO 3"

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

GUARDRAIL,

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

TOP

SIDEFRONT

WOOD OFFSET BLOCKS FOR GUARDRAIL, TYPE B AND TYPE BD

FOR USE ON WOOD POSTS

TOP

FRONT SIDE

FOR USE ON STEEL POSTS

WOOD POST STEEL POST

BEAM ELEMENT SPLICE DETAILS

1'-0•"

2"2" 4‚"4‚"

1„"

\ STEEL POST

POST BOLT SLOT

ƒ" x 2•"

\ POST BOLT SLOT

(TYP.)

SPLICE BOLT SLOT

x 1„"

1'-0•"

2"2" 4‚"4‚"

POST BOLT SLOT

ƒ" x 2•"

(TYP.)

SPLICE BOLT SLOT

x 1„"

\ WOOD POST

\ POST BOLT SLOT AND

3"

1„" ƒ" DIA. HOLE ƒ" DIA. HOLE

(SEE NOTES ON SHEET 16 OF 16)

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

R-60-J

6"

4‚" 3"3"

6"

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

GUARDRAIL,

GUARDRAIL, TYPE T

( WOOD POST )

ELEVATION SHOWING POST SPACING

GUARDRAIL, TYPE TD

( WOOD POST )

* SEE NOTES FOR GUARDRAIL IN CONJUNCTION WITH CURB

GROUND LINE

POST SPACING

6'-3" TYPICAL

BEAM ELEMENT LENGTH

12'-6" EFFECTIVE

6" x 8" WOOD LINE POST

HINGE POINT

SHOULDER

LINE

GROUND

WASHER UNDER NUT

POST BOLT WITH ROUND

2'-0"

8"8"(TYP.)

SPLICE BOLT

SHOULDER

NORMAL

Ž

(TYP.)

SPLICE BOLT

Ž

8" 8"

WASHER UNDER NUT

POST BOLT WITH ROUND

6" x 8" WOOD LINE POST

8"

OFFSET BLOCK

6" x 8" WOOD

GROUND LINE

GROUND LINE

POST SPACING

6'-3" TYPICAL

BEAM ELEMENT LENGTH

12'-6" EFFECTIVE

* SEE NOTES FOR GUARDRAIL IN CONJUNCTION WITH CURB

** 5'-0" OR AS SPECIFIED ON PLANS

** FOR PAVED SHOULDER WIDTHS OF AT LEAST 12', USE 3'-0".

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

R-60-J

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

GUARDRAIL, TYPE T OR TD

( STEEL POST )

BLOCK AND POST CONNECTION DETAILS

GUARDRAIL, TYPE B

GUARDRAIL, TYPE T

GUARDRAIL, TYPE B

GUARDRAIL, TYPE T

(TYP.)

SPLICE BOLT

Ž

GROUND LINE

FOR STEEL POST

WOOD OFFSET BLOCK

ROUTED 6" x 8"

UNDER NUT

ROUND WASHER

POST BOLT WITH

BEAM ELEMENT

POST BOLT (TYP.)

NUT (TYP.)

(TYP.)

ROUND WASHER

GROUND LINE

POST SPACING

6'-3" TYPICAL

BEAM ELEMENT LENGTH

12'-6" EFFECTIVE

* SEE NOTES FOR GUARDRAIL IN CONJUNCTION WITH CURB

TO WOOD OFFSET BLOCK

CONNECTING STEEL POST

POST BOLT

ROUTED WOOD OFFSET BLOCK

CONNECTING STEEL POST TO

POST BOLT

WOOD POST STEEL POST

ROUTED WOOD OFFSET BLOCK

CONNECTING STEEL POST TO

POST BOLT

TO WOOD OFFSET BLOCK

CONNECTING STEEL POST

POST BOLT

WOOD POST STEEL POST

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

R-60-J

STEEL LINE POST

W6 x 9 OR W6 x 8.5

FOR STEEL POST

ROUTED 6" x 8" WOOD BLOCK

(OPTIONAL)

GALVANIZING HOLE

2" TO 3"

STEEL LINE POST

W6 x 9 OR W6 x 8.5

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

TOP

SIDEFRONT

WOOD OFFSET BLOCKS FOR GUARDRAIL, TYPE T AND TYPE TD

FOR USE ON WOOD POSTS

TOP

FRONT SIDE

FOR USE ON STEEL POSTS

WOOD POST STEEL POST

THRIE BEAM ELEMENT SPLICE DETAILS

1'-0•"

2"2" 4‚"4‚"

1„"

\ STEEL POST

POST BOLT SLOT

ƒ" x 2•"

\ POST BOLT SLOT

(TYP.)

SPLICE BOLT SLOT

x 1„"

1'-0•"

2"2" 4‚"4‚"

POST BOLT SLOT

ƒ" x 2•"

(TYP.)

SPLICE BOLT SLOT

x 1„"

\ WOOD POST

\ POST BOLT SLOT AND

3"3"

6"6"

4‚"

3"

1„" ƒ" DIA. HOLE ƒ" DIA. HOLE

(SEE NOTES ON SHEET 16 OF 16)

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

R-60-J

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

( WOOD POST )

6" x 8" WOOD LINE POST

LINE

GROUND

HINGE POINT

SHOULDER

WASHER UNDER NUT

POST BOLT WITH ROUND

COATED NAIL

3" LONG HOT-DIP ZINC

WOOD POST WITH A MINIMUM

TOE NAIL WOOD BLOCK TO

SHOULDER

NORMAL

2'-8"

8"

** 5'-8" OR AS SPECIFIED ON PLANS

** FOR PAVED SHOULDER WIDTHS OF AT LEAST 12', USE 3'-8".

6" x 8" WOOD LINE POST

8"

WASHER UNDER NUT

POST BOLT WITH ROUND

NAIL

HOT-DIP ZINC COATED

A MINIMUM 3" LONG

TO WOOD POST WITH

TOE NAIL WOOD BLOCK

GROUND LINE

GUARDRAIL, TYPE MGS-8D

( WOOD POST )

8"

8"8"

GUARDRAIL, TYPE MGS-8

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

R-60-J

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

( STEEL POST )

UNDER NUT

ROUND WASHER

POST BOLT WITH

NUT

ROUND WASHER

BEAM ELEMENT

POST BOLT

GROUND LINE

FOR STEEL POST

WOOD OFFSET BLOCK

ROUTED 6" x 8"

FOR STEEL POST

ROUTED 6" x 8" WOOD BLOCK

STEEL LINE POST

W6 x 9 OR W6 x 8.5

STEEL LINE POST

W6 x 9 OR W6 x 8.5

GUARDRAIL, TYPE MGS-8 (OR MGS-8D)

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

R-60-J

(OPTIONAL)

GALVANIZING HOLE

2" TO 3"

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

ROUTED WOOD OFFSET BLOCK

CONNECTING STEEL POST TO

POST BOLT

WOOD POST STEEL POST

TO WOOD OFFSET BLOCK

CONNECTING WOOD POST

POST BOLT

1„"

\ STEEL POST

BLOCK AND POST CONNECTION DETAILS

TOP

SIDEFRONT

FOR USE ON WOOD POSTS

TOP

FRONT SIDE

FOR USE ON STEEL POSTS

3"3"

6"6"

4‚"

3"

1„" ƒ" DIA. HOLE ƒ" DIA. HOLE

WOOD OFFSET BLOCKS FOR GUARDRAIL, TYPE MGS-8 AND TYPE MGS-8D

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

R-60-J

(SEE NOTES ON SHEET 16 OF 16)

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

6'-3" TYPICAL POST SPACING

12'-6" EFFECTIVE BEAM ELEMENT LENGTH

GROUND LINE

TOP OF RAIL

* SEE NOTES FOR GUARDRAIL IN CONJUNCTION WITH CURB

GROUND LINE

GROUND LINE

\ MGS POST

\ MGS POST

TYPE 1B, 2B OR 3B

APPROACH TERMINAL

OR GUARDRAIL

GUARDRAIL, TYPE BD

GUARDRAIL, TYPE B

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

R-60-J

DETAIL A1, T1, T4, OR T6

GUARDRAIL ANCHORAGE, BRIDGE

GUARDRAIL ANCHORAGE, MEDIAN

GUARDRAIL, TYPE TD

GUARDRAIL, TYPE T

GUARDRAIL, TYPE MGS-8 OR MGS-8D

ELEVATION SHOWING POST SPACING FOR

GUARDRAIL, TYPE MGS-8 OR MGS-8D

GUARDRAIL, TYPE MGS-8 OR MGS-8D

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

GUARDRAIL,

BEAM ELEMENT LENGTH

12'-6" EFFECTIVE

BEAM ELEMENT LENGTH

9'-4•" EFFECTIVE

BEAM ELEMENT LENGTH

12'-6" EFFECTIVE

34'-4•" HEIGHT TRANSITION

W-BEAM ELEMENT

STANDARD (12'-6")

BEAM ELEMENT

MGS (9'-4•")

W-BEAM ELEMENT

STANDARD (12'-6")

BEAM ELEMENT LENGTH

9'-4•" EFFECTIVE

BEAM ELEMENT LENGTH

12'-6" EFFECTIVE

28'-1•" HEIGHT TRANSITION

LENGTH

EFFECTIVE

6'-3"

W-BEAM ELEMENT

STANDARD (12'-6")

BEAM ELEMENT

MGS (9'-4•")

POST SPACING

6'-3" TYPICAL

POST SPACING

6'-3" TYPICAL

GUARDRAIL APPROACH TERMINAL TYPE 1B, 2B, OR 3B

GUARDRAIL, TYPE B, GUARDRAIL, TYPE BD, OR

GUARDRAIL, TYPE MGS-8 OR MGS-8D TO

ELEVATION SHOWING TRANSITION DETAIL FOR CONNECTING

GUARDRAIL ANCHORAGE, BRIDGE DETAIL A1, T1, T4 OR T6

GUARDRAIL ANCHORAGE, MEDIAN,

GUARDRAIL, TYPE T, GUARDRAIL, TYPE TD,

GUARDRAIL, TYPE MGS-8 OR MGS-8D TO

ELEVATION SHOWING TRANSITION DETAIL FOR CONNECTING

\ GUARDRAIL POST

\ GUARDRAIL POST

TRANSITION

THRIE BEAM

SYMMETRICAL

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

GROUND LINE

GROUND LINE

\ MGS POST

\ MGS POST

R-60-J

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

GUARDRAIL,

BEAM ELEMENT LENGTH

12'-6" EFFECTIVE

BEAM ELEMENT LENGTH

9'-4•" EFFECTIVE

BEAM ELEMENT LENGTH

12'-6" EFFECTIVE

34'-4•" HEIGHT TRANSITION

W-BEAM ELEMENT

STANDARD (12'-6")

BEAM ELEMENT

MGS (9'-4•")

W-BEAM ELEMENT

STANDARD (12'-6")

BEAM ELEMENT LENGTH

9'-4•" EFFECTIVE

BEAM ELEMENT LENGTH

12'-6" EFFECTIVE

28'-1•" HEIGHT TRANSITION

LENGTH

EFFECTIVE

6'-3"

POST SPACING

6'-3" TYPICAL

POST SPACING

6'-3" TYPICAL

BEAM ELEMENT

MGS (9'-4•")

W-BEAM ELEMENT

STANDARD (12'-6")

TERMINAL TYPE 2M

GUARDRAIL APPROACH

TERMINAL TYPE 2M

GUARDRAIL APPROACH

GUARDRAIL APPROACH TERMINAL TYPE 2M

GUARDRAIL, TYPE B TO

ELEVATION SHOWING TRANSITION DETAIL FOR CONNECTING

GUARDRAIL APPROACH TERMINAL TYPE 2M

GUARDRAIL, TYPE T TO

ELEVATION SHOWING TRANSITION DETAIL FOR CONNECTING

GUARDRAIL, TYPE B

\ GUARDRAIL POST

GUARDRAIL, TYPE T

\ GUARDRAIL POST

TRANSITION

THRIE BEAM

SYMMETRICAL

SECTION THROUGH BEAM ELEMENT

Œ

1˜"

3‰" ˆ"

3‚"

-0 + „"

TOLERANCE

…" R

(TYP.)

(TYP.)

•" R

SYMMETRICAL

ABOUT \

•" R

(TYP.) N

E

U T

R A

L

X I

S

1̂ "

10°

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

R-60-J

BEAM ELEMENT SPLICE DETAILS

1'-0•"

2"2" 4‚"4‚"

(TYP.)

SPLICE BOLT SLOT

x 1„"

\ SLOTTED HOLE

SLOTTED HOLE

ƒ" x 2•"

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

GUARDRAIL,

4‚"4‚" 2"4‚"4‚"2"

3'-1•"

\ OF POST BOLT SLOTS

3'-1•" 3'-1•"

(TYP.)

SPLICE BOLT SLOT

ž" x 1„"

(TYP.)

POST BOLT SLOT

ƒ" x 2•"

10'-5"

FRONT ELEVATION OF BEAM ELEMENT

4‚"4‚" 2"

13'-6•"

4‚"4‚"2"

3'-1•"

\ OF POST BOLT SLOTS

3'-1•" 3'-1•" 3'-1•"

(TYP.)

SPLICE BOLT SLOT

ž" x 1„"

(TYP.)

POST BOLT SLOT

ƒ" x 2•"

FRONT ELEVATION OF MGS (9'-4•") BEAM ELEMENT

SECTION THROUGH THRIE BEAM ELEMENT

(FOR GUARDRAIL, TYPE T AND TD)

3‰" ˆ"

3‚"

-0 + „"

TOLERANCE

1˜"

Œ

•" R

(TYP.)

1̂ "

10°

…" R

(TYP.)

(TYP.)

•" R

Œ

R-60-J

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

GUARDRAIL,

FRONT ELEVATION OF THRIE BEAM ELEMENT

4‚"4‚" 2"

13'-6•"

4‚"4‚"2"

> OF POST BOLT SLOTS

(TYP.)

SPLICE BOLT SLOT

ž" x 1„"

(TYP.)

POST BOLT SLOT

ƒ" x 2•"

3'-1•" 3'-1•" 3'-1•" 3'-1•"

4‚"4‚" 2"4‚"4‚"2"

7'-3•"

3'-1•"

SPLICE BOLT SLOT (TYP.)

ž" x 1„"

POST BOLT SLOT (TYP.)

ƒ" x 2•"

4‚"4‚" 2"4‚"4‚"2"

7'-3•"

3'-1•"

POST BOLT SLOT (TYP.)

ƒ" x 2•"

SPLICE BOLT SLOT (TYP.)

x 1„"

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

R-60-J

4‚"4‚"2" 4‚"4‚" 2"

7'-3•"

3'-1•"

POST BOLT SLOT (TYP.)

ƒ" x 2•"

SPLICE BOLT SLOT (TYP.)

ž" x 1„"

ASYMMETRICAL THRIE BEAM TRANSITIONS

NOTE: ASYMMETRICAL TRANSITION TYPE WILL VARY BY LOCATION DEPENDING ON GUARDRAIL LAYOUT

THRIE BEAM TRANSITION

SECTION THROUGH

THRIE BEAM TRANSITION

SECTION THROUGH

THRIE BEAM TRANSITION

SECTION THROUGH

THRIE BEAM TRANSITION

SECTION THROUGH

THRIE BEAM TRANSITION

SECTION THROUGH

THRIE BEAM TRANSITION

SECTION THROUGH

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

GUARDRAIL,

SYMMETRICAL THRIE BEAM TRANSITIONS

3'-1•"

3'-1•"

3'-1•"

TO GUARDRAIL, TYPE BD (OR TYPE TD)

DETAIL SHOWING TRANSITION FROM GUARDRAIL, TYPE B (OR TYPE T)

SPLICE BOLT AND POST BOLT

MINIMUM POST BOLT THREAD LENGTH

AT BEAM ELEMENT SPLICE POSTS AND AT INTERMEDIATE POSTS

POST BOLTS, SPLICE BOLTS AND WASHERS

150'

METAL TAG

ROUND WASHER NUT

STANDARD WIDTH VARIABLE WIDTH (FIELD BEND)

M

X

OF TRAFFIC

DIRECTION

OF TRAFFIC

DIRECTION

(TWO REQUIRED FOR TYPE TD)

(ONE REQUIRED FOR TYPE BD)

POST BOLT LENGTH 2'-10"

PAY ITEM: GUARDRAIL, TYPE BD (OR TD) GUARDRAIL, TYPE B (OR T)

PAY ITEM EACH SIDE:

APPROX. 6'-3"

OFFSET BLOCKS (TYPE TD) 6" x 1'-0" x 1'-10"

OFFSET BLOCKS (TYPE BD) 6" x 1'-0" x 1'-3"

OFFSET BLOCKS (TYPE TD) 6" x 9" x 1'-10"

OFFSET BLOCKS (TYPE BD) 6" x 9" x 1'-3"

(TWO REQUIRED FOR TYPE TD)

(ONE REQUIRED FOR TYPE BD)

POST BOLT LENGTH 2'-4"

BOLT LENGTH MINIMUM THREAD LENGTH

18"

26•" 3"

9•" 1ƒ"

2•"

POST

BLOCK

OFFSET

POST BOLTS

NO. LENGTH

SPLICE BOLTS WASHERS

WOOD

WOOD

STEEL

STEEL

WOOD

STEEL

WOOD

STEEL

WOOD

STEEL

(ROUND)

N O

T

N E

E D

D

I

N T

E R

M E

D I

A

P O

S T

S

WOOD

WOOD

WOOD

WOOD

WOOD

WOOD

WOOD

WOOD

A

B

BD

T

TD

REQ'D (NO. REQ'D)(NO. REQ'D)

TYPE

GUARDRAIL

N/A

N/A

26•"

9•"

18"

2"

9•"

9•"

9•"

9•"

* 26•"

18"

(1‚" LONG)

EXTEND MORE THAN •" BEYOND NUT.

(OR TYPE T) TO GUARDRAIL, TYPE BD (OR TYPE TD). POST BOLTS SHALL NOT

* EXCEPT AS SPECIFIED ON DETAIL SHOWING TRANSITION FROM GUARDRAIL, TYPE B

AND 8 ON TYPE B END).

THRIE BEAM TRANSITIONS REQUIRE 20 SPLICE BOLTS EACH (12 0N TYPE T END

1‚" (SPLICE BOLT)

SEE CHART (POST BOLT)

“"Š"

ˆ

RECESS ONE OR BOTH SIDES

•" DIA. x ˆ" DEEP ¤"1ƒ" DIAMETER

•" DIAMETER

1‚" •"

0.012" THICK

ƒ" DIA. HOLE

" ƒ ƒ

1" 3"

4" + „"

METAL TAG

EMBOSSED ƒ" HIGH ON THE

CURVED GUARDRAIL RADIUS

FOR CURVED GUARDRAIL WITH RADIUS OF 150' OR LESS 1715

R-60-J

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

GUARDRAIL,

1Š" OR 1‹"

CLIPPED HEAD OPTIONAL

MINIMUM POST BOLT THREAD LENGTH

AT BEAM ELEMENT SPLICE POSTS AND AT INTERMEDIATE POSTS

POST BOLTS, SPLICE BOLTS AND WASHERS

STANDARD WIDTH VARIABLE WIDTH (FIELD BEND)

M

X

OF TRAFFIC

DIRECTION

OF TRAFFIC

DIRECTION

APPROX. 6'-3"

BOLT LENGTH MINIMUM THREAD LENGTH

18"

26•" 3"

9•" 1ƒ"

2•"

POST

BLOCK

OFFSET

POST BOLTS

NO. LENGTH

SPLICE BOLTS WASHERS

(ROUND)

REQ'D (NO. REQ'D)(NO. REQ'D)

TYPE

GUARDRAIL

(1‚" LONG)

WOOD

STEEL

WOOD

WOOD

* 26•"

9•"

MGS-8D

WOOD

STEEL

WOOD

WOOD

9•"

18"

MGS-8

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

R-60-J

PAY ITEM: GUARDRAIL, TYPE MGS-8D

GUARDRAIL, TYPE MGS-8 TO GUARDRAIL, TYPE MGS-8D

DETAIL SHOWING TRANSITION FROM

OFFSET BLOCKS (TYPE MGS-8D) 6" x 1'-0" x 1'-2"

OFFSET BLOCKS (TYPE MGS-8D) 6" x 9" x 1'-2"

2'-4" FOR TYPE MGS-8D

POST BOLT LENGTH

2'-10" FOR TYPE MGS-8D

POST BOLT LENGTH

GUARDRAIL, TYPE MGS-8

PAY ITEM EACH SIDE:

NUT.

TO GUARDRAIL, TYPE MGS-8D POST BOLTS SHALL NOT EXTEND MORE THAN •" BEYOND

* EXCEPT AS SPECIFIED ON DETAIL SHOWING TRANSITION FROM GUARDRAIL, TYPE MGS-8

ON TYPE MGS END).

THRIE BEAM TRANSITIONS REQUIRE 20 SPLICE BOLTS EACH (12 0N TYPE T END AND 8

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

OF TRAFFIC

DIRECTION

PLACEMENT OF GUARDRAIL REFLECTORS

ONE-WAY TRAFFIC

TWO-WAY TRAFFIC

GUARDRAIL

NOTES GOVERNING THE USE OF GUARDRAIL REFLECTORS

GUARDRAIL REFLECTOR

DIRECTION OF RAIL LAP

TWO-WAY TRAFFIC

ONE-WAY TRAFFIC

3"

2" ƒ

(TYP.)

REFLECTORIZED SIDE FACING TRAFFIC

13 GAGE GALVANIZED

(0.0934") NOMINAL

2ƒ"

‚" R

96° + 4°

OF TRAFFIC

DIRECTION

OF TRAFFIC

DIRECTION

OF TRAFFIC

DIRECTION

OF TRAFFIC

DIRECTION

TRAFFIC

SURFACE FACING

REFLECTORIZED GUARDRAILSEE NOTES BELOW

OF TRAFFIC

DIRECTION

GUARDRAIL

SEE NOTES BELOW

ADJACENT GUARDRAIL POSTS

IN OPPOSITE DIRECTIONS ON

PLACE GUARDRAIL REFLECTORS

OF TRAFFIC

DIRECTION

OF TRAFFIC

DIRECTION

GUARDRAIL

HEIGHT AND COMPATIBILITY WITH POST HOLES.

THE POST BOLT HOLES SHALL BE LOCATED TO ENSURE PROPER RAIL

DEPTH OF THE BLOCK SHALL BE AS SPECIFIED ON THIS STANDARD AND

BEVELS SPECIFIED. THE LENGTH (FRONT AND BACK FACE), WIDTH AND

A 1" BEVELED TOP MAY BE USED IN LIEU OF WOOD BLOCKS WITHOUT

WOOD OFFSET BLOCKS WITH •" BEVELS AT THE TOP AND BOTTOM OR

HEIGHT.

THE POST BOLT HOLES SHALL BE LOCATED TO ENSURE PROPER RAIL

DEPTH OF THE POST SHALL BE AS SPECIFIED ON THIS STANDARD AND

WOOD POSTS WITHOUT BEVELS SPECIFIED. THE LENGTH, WIDTH AND

WOOD POSTS WITH •" BEVELS AT THE TOP MAY BE USED IN LIEU OF

BENT SECTION WILL BE REQUIRED FOR EACH CURVED ELEMENT.

150' OR LESS. A TAG IDENTIFYING THE CURVATURE OF THE SHOP

BEAM ELEMENTS SHALL BE SHOP BENT TO PLAN RADIUS FOR CURVE RADII

GUARDRAIL.

SHOULD BE MEASURED FROM THE GROUND JUST IN FRONT OF THE

THE GUARDRAIL PANEL IS LOCATED BEHIND THE CURB THE RAIL HEIGHT

CLOSEST TO THE EDGE OF THE TRAVELED LANE. WHEN THE FACE OF

GUTTER PAN, WHICH IS THE POINT ON THE GUTTER PAN THAT IS

THE RAIL HEIGHT SHOULD BE MEASURED FROM THE FRONT EDGE OF THE

WHEN THE FACE OF GUARDRAIL IS PLACED FLUSH WITH FACE OF CURB,

GUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE."

AGC-ARTBA JOINT COMMITTEE, TASK FORCE 13 PUBLICATION TITLED "A

DETAILS SPECIFIED ON THIS STANDARD ARE ACCORDING TO THE AASHTO-

NOTES:

GUARDRAIL ANCHORAGE, BRIDGE.

GUARDRAIL DEPARTING TERMINALS AND STANDARD PLAN R-67-SERIES FOR

GUARDRAIL APPROACH TERMINALS, STANDARD PLAN R-66-SERIES FOR

SEE STANDARD PLAN R-61-SERIES, R-62-SERIES OR R-63-SERIES FOR

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

R-60-J

BY THE ENGINEER.)

REASONABLY LEVEL BEYOND THE SHOULDER HINGE POINT, AS DETERMINED

EMBEDDED FOR ADDED STABILITY. (NOT NECESSARY WHEN THE SLOPE IS

PLAN, 8'-0" POSTS SHALL BE PROVIDED, WITH THE ADDITIONAL LENGTH

THE SHOULDER HINGE POINT, RATHER THAN AS SPECIFIED ON THIS

WHEN THE PLANS SPECIFY GUARDRAIL (TYPE B OR T) TO BE PLACED ON

REGARDLESS OF ROADWAY LIGHTING.

1. GUARDRAIL REFLECTORS SHALL BE USED ON ALL STANDARD GUARDRAIL RUNS,

b) 25'-0" ON CURVES WITH A RADIUS LESS THAN 1150'.

1150' OR MORE.

a) 5O'-0" ON TANGENT SECTIONS AND CURVES WITH A RADIUS OF

2. GUARDRAIL REFLECTORS ARE TO BE SPACED AT THE FOLLOWING INTERVALS:

APPROPRIATE GUARDRAIL APPROACH TERMINAL STANDARD PLAN.

3. FOR GUARDRAIL REFLECTOR PLACEMENT ON APPROACH TERMINALS, SEE THE

GUARDRAIL DEPARTING TERMINAL.

4. A GUARDRAIL REFLECTOR IS TO BE PLACED ON THE SECOND POST FROM THE

PLACED ON THE UPPER POST BOLT.

5. ON GUARDRAIL, TYPE T AND TYPE TD GUARDRAIL REFLECTORS ARE TO BE

6. GUARDRAIL REFLECTORS SHALL MATCH COLOR OF EDGE LINE.

BY THE ENGINEER.)

REASONABLY LEVEL BEYOND THE SHOULDER HINGE POINT, AS DETERMINED

EMBEDDED FOR ADDED STABILITY. (NOT NECESSARY WHEN THE SLOPE IS

9'-0" POSTS SHALL BE PROVIDED, WITH THE ADDITIONAL LENGTH

SHOULDER HINGE POINT, RATHER THAN AS SPECIFIED ON THIS PLAN,

WHEN THE PLANS SPECIFY GUARDRAIL TYPE MGS-8 TO BE PLACED ON THE

MGS-8, & MGS-8D

TYPES A, B, BD, T, TD,

File details come from the government source that posted it. Updated .