Concrete Pavement Detail.pdf

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

APRIL 25, 2023 DW RP Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID SUPPORT

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL

CEMETERY EXPANSION

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GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

CONCRETE PAVEMENT

DT501R

7" 4,000 PSI CONCRETE WITH

WELDED WIRE FABRIC

REINFORCEMENT

COMPACTED SUBGRADE 95% PER

ASTM D-698

6" GRADED

AGGREGATE

BASE COURSE OR

TREATED SUBGRADE

CURB BK-BK

CR

OW

N

METAL STRIP FOR

LONGITUDINAL CONSTRUCTION JOINT

BOTTOM OF PAVEMENT

2" 2" 2" 4' -0" 4' -0"10" 10"

2" LAP

MIN.

TOP OF PAVEMENT

SNAP-IN LEG OR OTHER APPROVED DESIGNS MAY BE USED IN LIEU OF WELDED LEG.

D / 2

1"

WELDS

D = 8"

TRANSVERSE SECTION

LC

HOLES FOR TIE BARS

10'- 2" OVERALL LENGTH

TO BE USED ONLY AGAINST FORMS. SHALL NOT EXTEND THROUGH CONTRACTION JOINTS.

2' -0" 2' -0" 2' -0"1'-1" 1'-1"

PAVEMENT DEPTH

2' -0"

GENERAL NOTES:

DEFORMED TIE BARS WHICH REQUIRE BENDING SHALL BE BILLET STEEL REINFORCING BARS, GRADE 40.

UNLESS OTHERWISE NOTED, LOAD TRANSFER DEVICES AS SHOWN IN DETAIL SHALL BE USED AT ALL CONTRACTION JOINTS ON MAINLINE PAVEMENT.

ALL JOINTS ON THIS PROJECT SHALL BE SAWED AND FILLED WITH SEALANT.

SHAPE OF ALL KEYED JOINTS SHALL BE SIMILAR TO SECTION OF RECESSED FORM LEG AS SHOWN ON THIS SHEET.

ALL LONGITUDINAL JOINTS SHALL BE TIED.

TRANSVERSE JOINTS

D/

CONTRACTION

18"18"

CONSTRUCTION

PLAN

SEE DETAIL "A"

SEE DETAIL "A"

SEE DETAIL "A"

LONGITUDINAL JOINTS

D/

TIED NON-KEYED

2/D

TIED KEYED CONSTRUCTION

2/

D

D

(LOAD TRANSFER)

TWO SEPARATE OPERATIONS

JOINT TO BE SAWED IN

BREAKER

1/2" CORD BOND

JOINT SEALANT (ASTM D1190)

HOT - POURED

PAVEMENT SURFACE

INDUCED CRACKING

SCALE: NONE

DETAIL "A"

1/8"

D/

(C

ON

ST

RU

CT

IO

N

JO

IN

T)

1ST CUT

1/8"

3/8"

D/

(L

ON

GI

TU

DI

NA

LJ

OI

NT

) 13

/8" 3/8

2ND CUT

1/8"

TIED

"D

LONGITUDINAL JOINT TIED

TIE BAR

LONGITUDINAL JOINT

7/8"Ø X 18" SMOOTH DOWEL

BARS @ 12" CTRS. THRU

CONTRACTION JOINT.

DEFORMED TIE BARS #5 X 36" ON 24"

CTRS. THRU LONGITUDINAL JOINTS

CONTRACTION JOINT

DEFORMED TIE BARS

#5 X 36" ON 24" CTRS.

DEFORMED TIE BARS

#5 X 36" ON 24" CTRS.

NOTE: ALL SEALANT IS 1/8" -1/4" BELOW SURFACE AND IS A MINIMUM OF 1/4" THICK. A BACKER

ROD MAY BE USED TO LIMIT THE AMOUNT OF SEALANT NEEDED TO FILL RESERVOIR.

4 + 1/4"

DOWELS

7/8"Ø X 18" ON 12" CTRS.

2/D 2/

D

D

#4 X 3'-0" @ 18" CTRS.

DEFORMED TIE BARS

NOTE: CONTRACTION JOINTS WILL BE CONSTRUCTED AT THE PLANNED LOCATION OR AS DIRECTED BY THE ENGINEER. WHEN NECESSARY TO INTERRUPT CONTINUOUS PLACEMENT FOR A SUBSTANTIAL LENGTH OF TIME OR AT THE END OF A DAY'S POUR, THE CONTRACTOR HAS THE OPTION OF ENDING PLACEMENT AT A CONTRACTION JOINT OR WITH A CONSTRUCTION JOINT LOCATED A MINIMUM OF FIVE (5) FEET FROM A CONTRACTION JOINT. EITHER JOINT TYPE MAY BE CONSTRUCTED BY PLACING A HEADER AT THE END OF THE POUR OR BY PAVING PAST THE JOINT LOCATION, SAWING THE JOINT AFTER THE CONCRETE HAS HARDENED, AND DRILLING HOLES FOR THE TIE BARS OR DOWELS.

SECTION OF

RECESSED

FORM LEG