Attachment 5 - GMNF FR59-4.9 Culvert Replacement Plans.pdf

TOP OF RAIL

2’-5" +/- 1"

TOP OF RAIL

2’-5" +/- 1"

DES.

BOLT

REF. NO.

ARTBA

L

(MIN.)

T

POSTS

STEEL

POSTS

WOOD

XX1"1�"F-3[1�]-76"A"

"C"

"D"

"F"

F-3[9�]-76

F-3[18]-76

F-3[25]-76

9�" 1�"

2�"18"

25" 2"

1 �"

BOLT IS USED WITH WOOD POSTS.

NOTE: WASHER IS USED UNDER RECESSED NUT WHERE GUARDRAIL

ARTBA F-13-73

HEX.

1 �"�"

OR BOTH SIDES

1" DIA. ONE

OR 1�"

1 �"

X

X

X

ARTBA RE-3[2@6’-3"=12’-6" CLASS A, TYPE 1]-73

TO BE REFLECTIVE MATERIAL.

TWO FACES OF THIS PORTION OF WASHER

HD. ) 8 REQUIRED PER JOINT

�’’ x 1 �’’ SPLICE BOLTS (ROUND

2 �’’

5’’ 1 �’’

3’’

2 �’’

0.10’’ THICK

GROUND LINE

3’’

1 �’’

DIRECTION OF

TRAFFIC

1’’

11/16’’5’’

7’’

4’’

1 �’’

FOR A.S.T.M. B-209 ALLOY 5052-H32.

FIFTH POST. WASHER SHALL MEET SPECIFICATION REQUIREMENTS

VALLEY OF BEAM WHEN MOUNTING BEAM ONTO EACH

THIS REFLECTORIZED ALUMINUM WASHER IS TO BE PLACED IN

95 + 1

A

A

6’ - 3" 6’ - 3"

12’ - 6"

4"

6"

4�" 4�"

2 "2 "

LAP

12�"

7’’

1 �’’

�’’ 0 HOLE

6’’

1’-2’’

8’’

4 �’’�’’ �’’

STEEL POST

FRONT FACE

6’-0’’

2 �’’

3 �’’ 1 �’’

3 �’’

2 �’’

12�’’

14’’

3�’’ 8’’

7�’’6’’

BOLT HOLE

�’’ 0 POST

AND RECESSED NUT (TYP.)

GUARDRAIL BOLT "C"

SLOTTED HOLES

�’’ x 1 �’’

SPLICE DETAIL

SEE GUARDRAIL

1’-2"

ELEVATION FROM C OF ROADL

DIRECTION OF TRAVEL

"W" BEAM GUARDRAIL WITH STEEL POSTS

SECTION A -A

SINGLE - FACED BARRIER DOUBLE - FACED BARRIER

ELEVATION

SECTION

GUARDRAIL SPLICE DETAIL

HD. ) 8 REQUIRED PER JOINT

�’’ x 1 �’’ SPLICE BOLTS (ROUND

GROUND LINE

7’’

6’’

A

A

6’ - 3" 6’ - 3"

12’ - 6"

6"

4�" 4�"

2 "2 "

LAP

12�"

7’’ �’’ 0 HOLE

6’’

1’-2’’

8’’

6" X 8" X 1’-2"

WOOD POST

FRONT FACE

6’-0’’

2 �’’

3 �’’ 1 �’’

3 �’’

2 �’’

12�’’

14’’

3�’’

8’’

BOLT HOLE

�’’ 0 POST

AND RECESSED NUT (TYP.)

GUARDRAIL BOLT "D"

SPLICE DETAIL

SEE GUARDRAIL

1’-2"

ELEVATION FROM C OF ROADL

DIRECTION OF TRAVEL

SECTION A -A

SINGLE - FACED BARRIER DOUBLE - FACED BARRIER

ELEVATION

SECTION

GUARDRAIL SPLICE DETAIL

SPECIFIED ON PLANS

* NOTE : UNLESS OTHERWISE

GUARDRAIL DELINEATOR

TYPICAL GUARDRAIL SECTION

3-�"

SHEET THICKNESS

55°

55°

10°

�" R

2�"

3�"

12�"

1�"

�" R

TOLERANCE

1�"

�" R

BUTTON HEAD

OVAL SHOULDER

45°

1�’’ R.

L

T

GUARDRAIL BOLT

GUARDRAIL BOLTS

USED IN

FASTENER

8’’

3’’

6’’

3 ’’

�’’ NC-2

WASHER FOR �" BOLTS

3’-7"

3’-7"

"W" BEAM GUARDRAIL WITH WOOD POSTS

WOOD BLOCKOUT

6’’x 8’’x 1’-2’’

�’’x2 �’’ SLOT

RECESSED NUT FOR GUARDRAIL BOLT

�" (0",�")

AND RECESSED NUT (TYP.)

GUARDRAIL BOLT "F"

WOOD BLOCKOUT MOD. (TYP.)

IS INSTALLED.)

POST AND BLOCKOUT AFTER BOLT

NAIL (DRIVE NAIL AT CENTER OF

GALVANIZED STEEL 16d COMMON

OR "F"

GUARDRAIL BOLT "D"

�’’x2 �’’ SLOT FOR

BOLT "A" (TYP)

SLOT FOR GUARDRAIL

�’’ x 1 �’’

POST (TYP.)

6" x 8" WOOD

STEEL POST (TYP.)

W6 x 9.0

ALTERNATIVE MATERIAL.

BLOCKOUTS MAY ALSO BE MADE OF APPROVED 4.

TREAT WITH PRESERVATIVE PER AASHTO M 133.3.

SUPPLY WOOD BLOCKS PER AASHTO M 168.2.

HOLES SHALL BE NOT MORE THAN +/- �".

ROUGH SAWN BLOCKS IN THE DIRECTION OF THE BOLT

DIMENSIONS INDICATED. THE SIZE TOLERANCE OF

BLOCKS SHALL BE ROUGH SAWN (UNPLANED) WITH

OTHER APPROPRIATE ASSOCIATION. TIMBER FOR

BUREAU, SOUTHERN PINE INSPECTION BUREAU OR

ACCORDANCE WITH WEST COAST LUMBER INSPECTION

GRADE OF 1200 PSI OR MORE. TESTING SHALL BE IN

BLOCKS SHALL BE MADE OF TIMBER WITH A STRESS 1.

NOTES:

DUTY TO BE ⁄" THICK.

STANDARD STEEL BEAM TO BE �" AND THE HEAVY 5.

HIGHWAY BARRIER HARDWARE", LATEST EDITION.

FORCE NO. 13, TITLED "A GUIDE TO STANDARDIZED

ELEMENTS, SEE AASHTO-AGC-ARTBA JOINT TASK

POSTS, POST ACCESSORIES, FASTENERS & RAIL

IDENTIFIED BY (ARTBA ...) AND OTHER DETAILS OF

FOR DESCRIPTION AND SPECIFICATION OF PARTS 4.

THE GUARDRAIL.

DIRECTION OF TRAFFIC FLOW FOR THE LANE NEAREST

GUARDRAIL SECTIONS SHALL BE LAPPED IN THE 3.

OTHERWISE DESIGNATED.

GUARDRAIL SHALL BE SINGLE FACED UNLESS 2.

DESIGNATED.

AASHTO M 180, CLASS A, TYPE I, UNLESS OTHERWISE

GUARDRAIL SHALL MEET THE REQUIREMENTS OF 1.

GENERAL NOTES:

6" X 8" X 1’-2" (FOR USE W/ STEEL POSTS ONLY)

MODIFIED WOOD BLOCKOUT- ROUTED

POST FACE

WOOD BLOCKOUT

POST FACE

ALTERNATIVE MATERIAL.

BLOCKOUTS MAY ALSO BE MADE OF APPROVED 4.

TREAT WITH PRESERVATIVE PER AASHTO M 133.3.

SUPPLY WOOD BLOCKS PER AASHTO M 168.2.

BOLT HOLES SHALL BE NOT MORE THAN +/- �".

ROUGH SAWN BLOCKS IN THE DIRECTION OF THE

DIMENSIONS INDICATED. THE SIZE TOLERANCE OF

BLOCKS SHALL BE ROUGH SAWN (UNPLANED) WITH

OTHER APPROPRIATE ASSOCIATION. TIMBER FOR

BUREAU, SOUTHERN PINE INSPECTION BUREAU OR

ACCORDANCE WITH WEST COAST LUMBER INSPECTION

GRADE OF 1200 PSI OR MORE. TESTING SHALL BE IN

BLOCKS SHALL BE MADE OF TIMBER WITH A STRESS 1.

NOTES:

VERMONT AGENCY OF TRANSPORTATION

Workin to Get You There

G-1STEEL BEAM GUARDRAIL WITH WOOD POSTS

STEEL BEAM GUARDRAIL WITH STEEL POSTS

G-1D

DESCRIPTIONDATEREV.

OTHER STANDARDS REQUIRED:

VTRANS AND FHWA APPROVAL ON FILE WITH CONTRACT ADMINISTRATION

STANDARD

GUARDRAIL MOUNTED DELINEATORS

SHALL MEET THE REQUIREMENTS OF

SUBSECTION 728.04 AND SHALL

HAVE WHITE RETROREFLECTIVE

SHEETING EQUAL TO OR EXCEEDING

SUBSECTION 750.08(B)(3) OR YELLOW

RETROREFLECTIVE SHEETING EQUAL

TO OR EXCEEDING SUBSECTION

750.08(B)(7).

SHEETING NOTES

UPDATED DELINEATOR RETROREFLECTIVE NOV. 10, 2015--

OF 29’’; FHWA LETTER (MAY 17, 2010)

UPDATED TO REFLECT GUARDRAIL HEIGHT FEB. 10, 2014--

UPDATED TO REFLECT METRIC STD. CHANGESJAN. 3, 2000--

TOP OF RAIL

2'-5'' +/- 1''

TOP OF RAIL

2' - 3‡''

STEEL BEAM GUARDRAIL SHALL BE 25'-0'' UNLESS OTHERWISE SPECIFIED.

THE TRANSITION FROM THE APPROACH END TO THE STANDARD

APPROACH RAIL SHALL BE 25'-0'' UNLESS OTHERWISE SPECIFIED.

HEIGHT OF STANDARD STEEL BEAM TO MATCH THE BRIDGE

OF A DIFFERENT HEIGHT THE LENGTH NEEDED TO TRANSITION THE

WHEN STANDARD STEEL BEAM CONNECTS TO BRIDGE APPROACH RAIL

UNLESS OTHERWISE SPECIFIED.

MATCH THE MANUFACTURED TERMINAL SECTION SHALL BE 25'-0''

TO TRANSITION THE HEIGHT OF STANDARD STEEL BEAM TO

TERMNAL SECTION OF A DIFFERENT HEIGHT THE LENGTH NEEDED

WHEN STANDARD STEEL BEAM CONNECTS TO A MANUFACTURED 7.

6.

5.

SLOPE

TO STEEPER

TRANSITION

OR FLATTER

1-4 SLOPE

PAY LIMIT FOR GUARDRAIL

SPECIFIED

AS

NOTE: TO BE USED OUTSIDE CLEAR ZONE ONLY.

GROUND LINE

ASSEMBLY ELEVATION

6'-3''

GROUND LINE GROUND LINE

ELEVATION

PAY LIMIT

FOR BARRIER

BUFFER END

SECTION

STEEL POSTBLOCKS

PLAN

STEEL POST

PLAN

ANCHOR FOR STEEL BEAM RAIL

INTERMEDIATE BREAK

SHOP-FORMED TO A 16' RADIUS

ONE 12'-6'' BEAM RAIL SECTION

O F F S

E T

APPROACH END DETAIL

A

A

DIRECTION OF TRAFFIC

6' -3 T

Y

PI

CA

L

PO

ST

SP

A

CI

NG

ANCHOR ROD

BEAM RAIL

ANCHOR FOR STEEL

SHOULDER SLOPE

NORMAL SIDE SLOPE

SECTION A-A

EXTENDED SHOULDER SLOPE (WELL ROUNDED

TO MEET NORMAL SIDE SLOPE )

4'-10'' OFFSET 3'-0''

SHOULDER IN 25' OR MORE

TRANSITION BACK TO NORMAL

POST

END

6'-3'' TYPICAL POST SPACING

BLOCKOUT

WOOD

MODIFIED

1-4 OR FLATTER

5/8'' NC-2

1 ‚''

HEX.

11/16''

(ARTBA F-8-76)

ƒ'' x 2'' - A325

2''6'' ƒ

1'

H O

L E S

Š''

Š

Š

2‚''

1„''

Š

1•'' 0

ANCHOR ROD

1‚''

5''5''5''

12''8'-0''

1‚'' 8 RH THREAD

TURNBUCKLE

6'' TAKE UP

LOAD APPLIED THROUGH ASSEMBLY

MIN. TENSILE STRENGTH 60,000 LBS.

SQ. HD.

STD

4'-0''

ANCHOR ROD

GROUND LINE

CONC. BLOCK

2' x 2' x 6''

2 ‚'' R.

8•''

6‚

2'-0'' APPROX. **

3" MIN.

1'-0 ‚''

1'-4'' APPROX.

ž" X 1„"

SPLICE BOLT SLOT

OVERALL LENGTH (**) OF APPROXIMATELY 2'- 1 1/2. "

IS USED IN THIS PART, IT WILL GIVE AN ACCEPTABLE

* THIS DIMENSION IS 7•" INRE-7-79. IF THE DIMENSION

4'-0''ANCHOR ROD

CONC. BLOCK

2' x 2' x 6''

USE ON ONE-WAY HIGHWAYS

TRAILING END TERMINAL FOR

ROUNDED "W" BEAM END SECTION

6'-3''

FASTENER DETAILS

GENERAL NOTES:

(ARTBA RE-6-79)

OTHERWISE NOTED

6'-3'' SPACING UNLESS

1‚'' 8 RH THREAD

PLATE WASHER (TYP.)

…''x5'' SQ.

NORMAL LINE OF GUARDRAIL

1‚'' 8 LH THREAD

MOD. OFFSET

NHS APPROVED FOR USE WHERE DESIGN SPEED IS 40 OR LESS MPH

IS 50 OR LESS MPH

NON-NHS APPROVED FOR USE WHERE DESIGN SPEED

ANCHOR ROD CONNECTOR

SLOPE BREAK

CONNECTOR

ANCHOR ROD

ANCHOR ROD

ROUNDED "W" BEAM END SECTION

STEEL BEAM MEDIAN BARRIER

MEDIAN END

†" HEX NUT AND BOLT "F"

MOD. WOOD BLOCKOUT

4.

3.

2.

1. ALL METAL PARTS SHALL BE GALVANIZED

ALL WOOD POSTS SHALL BE GIVEN A PRESERVATIVE TREATMENT

SECTIONS WILL BE FOUND ON STANDARD DRAWING G-1.

DETAILS PERTINENT TO THE STANDARD INSTALLATION OF "W" BEAM

BARRIER HARDWARE", LATEST EDITION.

TASK FORCE NO. 13, TITLED "A GUIDE TO STANDARDIZED HIGHWAY

FASTENERS AND RAIL ELEMENTS, SEE AASHTO-AGC-ARTBA JOINT

"(ARTBA...)" AND OTHER DETAILS OF POSTS, POST ACCESSORIES,

FOR DESCRIPTION AND SPECIFICATIONS OF PARTS IDENTIFIED BY

REV. DATE DESCRIPTION

VERMONT AGENCY OF TRANSPORTATION

Workin to Get You There

STANDARD

OTHER STANDARDS REQUIRED:

VTRANS AND FHWA APPROVAL ON FILE WITH CONTRACT ADMINISTRATION

2 JAN. 3, 2000 UPDATED TO REFLECT METRIC STD. CHANGES

3 FEB. 10, 2014

UPDATED TO REFLECT GUARDRAILS HEIGHT

OF 29": AS NOTED IN FHWA LETTER

DATED MAY 17,2000

4 UPDATED WASHER DETAILS

3''

3"

1.50"

1ƒ''

(FWR03)

PLATE WASHER

GUARDRAIL

RECTANGULAR •" x 1" SLOT

G-1 STEEL BEAM MEDIAN BARRIER

ANCHOR FOR STEEL BEAM GUARDRAIL

STEEL BEAM GUARDRAIL END TERMINALS

G-1D

PLATE WASHER

GUARDRAIL

RECTANGULAR

MAR. 10, 2017

25'-0" rail lengths may be used to eliminate the

STANDARD APPROVED FOR USE 1/1994

617-24 clear (typ.)

8" clear (typ.)

8"

17'-9" or less m in m in

11'-6" or less

(1 space)

6'-3"

(See Note 1)

Span length 12'-6"

(1 space)

6'-3"

18'-9" GUARDRAIL SPAN

12'-6" GUARDRAIL SPAN

12'-6"

Sheet 1 of 2

LONG SPAN SYSTEM, TL-2

G4 W-BEAM GUARDRAIL

2 spaces @ 6'-3"

(See Note 1)

Span length 18'-9"

(1 space)

6'-3"

DRAFT: 9/2014

REVISED: 4/1994 6/2005

STATE PROJECT

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

P

M

S e p te m b e r

U

C c m y fi le s p w p r o d u c ti o n d m s S td .6

.D

R A

F T .d g n

NOTE:

Traffic

PLAN

ELEVATION

PLAN

ELEVATION

1 32 and blockouts

Standard posts and blockouts

Standard posts

CRT posts (typ.)

Blockouts

NO SCALE

See Note 2 at face of rail as applicable

Edge of pavement or ground line

Mid-span lap

(wingwalls not shown)

Concrete headwall

Beginning lap Ending lap h e a d w a ll

C r ib li k e p ip e c u lv e r t

S la b o r h e a d w a ll

C r ib li k e p ip e c u lv e r t

S la b o r

Beginning lap Ending lap

Traffic

(wingwalls not shown)

Concrete headwall

Blockouts

Mid-span lap

See Note 3

B C

Face of guardrail

Face of guardrail

4.

3.

2.

1.

Nested W-beam rail element

4 5

A D

See Sheet 2 of 2 for additional details.

one blockout. All other posts are wood or steel.

Posts A thru D are standard wood posts with

All other posts are wood or steel.

Posts 1 thru 5 are CRT posts with two blockouts.

without a post unless needed due to gap length.

intermediate lap without a post. Do not place a lap of rail as applicable ground line at face

Edge of pavement or

Standard posts and blockouts

Standard posts and blockouts

Nested W-beam rail elements

See Standard 617-10 for standard wood post

STANDARD APPROVED FOR USE 1/1994

DRAFT: 9/2014

REVISED: 4/1994 6/2005

617-24

" x 25" guardrail8

" Ø hole4

" Ø holes2

4"

6"

(typ.)

8"

" x 2" guardrail bolts8 58 -

Sheet 2 of 2

LONG SPAN SYSTEM, TL-2

G4 W-BEAM GUARDRAIL

STATE PROJECT

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A

M

S e p te m b e r

U

C c m y fi le s p w p r o d u c ti o n d m s S td .6

.D

R A

F T .d g n

NOTE:

NO SCALE

rail element

Nested W-beam

CRT POST DETAIL

LAPPING DETAILS

rail element

Single W-beam rail element

Single W-beam with blockouts (typ.)

CRT wood post rail element

Nested W-beam rail element

Nested W-beam rail element

Nested W-beam rail element

Nested W-beam

Traffic

1.

and blockout details.

bolt (no rail washer) with double blockout

CRT wood post

Rail Splice Detail guardrail. See

Nested W-beam and recess nuts (typ.)

Single W-beam rail element rail element

Nested W-beam

Finished Grade (typ.)

Splice bolts (typ.)

Nested W-beam rails to Single Lap

Nested W-Beam

ENDING LAP

Lap without Post

Nested W-Beam

MID-SPAN LAP

Lap with Post

Nested W-Beam

INTERMEDIATE LAP

NORMAL W-BEAM LAP

single and nested laps with round washers and nuts on

Standard galvanized splice bolts

Nested W-Beam

Single Lap to

BEGINNING LAP

W-beam rail element

AT MID-SPAN LAP

RAIL SPLICE DETAIL