Attachment_3_-_Construction_Detail.pdf

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Repair Airfield, South Apron
Solicitation number
FA4608-15-R-0003
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Attachment 3 Construction Details

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Text version

PAINT AND OIL

<J "<1 . <].Ll · . L'.l .

L'.l . . .

FINISH SURFACE

TO MATCH EXISTING

<J Ll .

DRILL AND GROUT WITH

EPOXY BONDING AGENT

(PER LADOT SPEC.,

SECTION 1017. TYPE I)

DIA. + 1/8"

<1 New Pavement <1

WOVEN GEOTEXTILE FABRIC

·(AMOCO 2000 OR EQUAL)

COMPACTED AGGREGATE

BASE MATERIAL

SMOOTH EPOXY COATED

DOWEL, 1" DIA., 15" O.C.

ALL 4 SIDES

FULL DEPTH RIGID PAVEMENT SLAB REPAIR DETAIL

JOINT SEALANT

(DOW CORNING

888 OR EQUAL)

1--+ 112'" MIN. 5/f!' MAX.

I I j 1/4" (TYP)

518" BACKER ROD ~-----!

<1

T

Ll

<l

<1

1" MIN .• 1 518" MAX.

BUTTED JOINT

SAW CUT CONSTRUCTION JOINT DETAIL

JOINT SEALANT

(DOW CORNING

888 OR EQUAL)

1--+ 1i2" MIN. 518" MAX.

I I j 1/4" (TYP)

1" MIN .. 1 5/8" MAX.

518" BACKER ROD

INITIAL SAW CUT (118")

SAW CUT CONTRACTION JOINT DETAIL

FA4608-15-R-0003

Attachment 3

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