M2280C02-CEUM-D.pdf

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W = WIDTH OF SEALANT RESERVOIR (SEE TABLE)

D = DEPTH OF SEALANT (1.0 TO 1.5 x W)

TABLE

JOINT SPACING

FT

< 25

25-50

> 50

WIDTH, IN.

REFERENCE : TM 5-825-3/AFM 88-6, CHAPTER 3,

RIGID PAVEMENTS FOR AIRFIELDS

MATERIAL) FOR RIGID PAVEMENT

POURED JT SEALANT DETAILS (BACKER

NOTE: TOP OF SEALANT WILL BE 1/8-IN. TO 1/4-IN. BELOW TOP OF PAV'T.

CONTRACTION

JOINT

CONSTRUCTION ISOLATION

JOINT JOINT

PAVEMENT

SURFACE

PAVEMENT

SURFACE

MATERIAL

BACKER

MATERIAL

BACKER

MATERIAL

BACKER

POURED

JOINT

SEALER

POURED

JOINT

SEALER

POURED

JOINT

SEALER

JOINT

FILLER

W W W

D

T

CRACK

INITAL

SAWCUT ( )

OR INSERT

D D

4"

MIN.

8"

JOINT

BOTTOM

BUTTED

JOINT

T = DEPTH OF INITIAL SAWCUT OR INSERT TYPE JOINT FORMER

a. 1/4 SLAB THICKNESS FOR PAVEMENTS LESS THAN 12 INCHES

b. 3 INCHES FOR PAVEMENTS 12-18 INCHES *

c. 1/6 SLAB THICKNESS FOR PAVEMENTS MORE THAN 18 INCHES *

* DESIGNER MAY WANT TO CONSIDER REQUIRING 1/4 SLAB THICKNESS

(CONTRACTION JOINT)

MIN

1/2

3/4

1.0

MAX

5/8

7/8

1-1/8

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SCALE:

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CONSTRUCTION JOINT DETAIL (CTJ)

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SCALE:

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CONTRACTION JOINT DETAIL (CTRJ)

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SCALE:

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ISOLATION JOINT DETAIL (IJ)

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NOTE: INSTALL ISOLATION JOINTS WHERE EVER

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ADJACENT CONCRETE PAVEMENT EXISTS

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TEMPORARY METAL OR

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FILL WITH JOINT SEALER

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PRE-APPROVED STOPS OF CONCRETE POUR.

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PREMOLDED FILLER

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1/2" NON-EXTRUDING

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NOTE: INSTALL CONSTRUCTION JOINTS AT

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WOOD KEYWAY

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NOTE: INSTALL CONTRACTION JOINTS

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WHERE SHOWN ON PLANS.

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SAWCUT JOINT

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STRUCTURE

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ADJACENT

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EXISTING SUBGRADE (TO 95% PER ASTM D1557)

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NEW 6" GRADED CRUSHED AGGREGATE COMPACTED TO 100% PER ASTM D 1557

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%%UNEW ASPHALT PAVEMENT SECTION

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PRIME & TACK COATS

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2.5" HOTMIX ASPHALT SURFACE WEARING COURSE

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WHERE REINF. REQ'D

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#4 @ 16" EW

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(COMPACTED TO 95% MAX. DENSITY PER ASTM 1557)

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12" COMPACTED SUBGRADE

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8" CONCRETE PAVEMENT

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MIN. CBR = 28

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6" GRADED CRUSHED AGGREGATE COMPACTED TO 100% PER ASTM D 1557

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GREASE ONE END

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5/8" DOWEL 2'-6" LG @ 30" O.C.

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%%UCONCRETE PAVEMENT SECTION DETAIL

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EXISTING SUBGRADE

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EXISTING BASE

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%%U ASPHALT PAVEMENT SECTION

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PRIME & TACK COATS

AutoCAD SHX Text MILL 1.5" OF EXISTING ASPHALT AND RESURFACE WITH 2.5" HOTMIX ASPHALT SURFACE WEARING COURSE

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%%UMILLING & RESURFACING

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%%UDETAIL 1

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%%UDETAIL 2

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CONSULTANTS

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REVIEWED BY:

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TECH. DIRECTOR

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DATE

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DRAWING NUMBER

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SHEET OF

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REVIEWED BY:

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PROJECT ENG.

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APPROVING OFFICER

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PROJECT NUMBER

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DISCIPLINE/SHT NO

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REVIEWED BY:

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BRANCH CHIEF

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CHECKED BY:

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EDITED BY:

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DRAWN BY:

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DESIGNED BY:

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A/E PROJECT NO:

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SHEET TITLE

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PLOT SCALE:

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MARK

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ISSUE

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DESCRIPTION

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DATE

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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MIAMI

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USCG. CEU MIAMI

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15608 SW 117TH AVE

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MIAMI, FLORIDA 33177

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RG

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FINAL SUBMITTAL

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M2280C02.DWG

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RAG

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KEP

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RAG

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RAG

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AS SHOWN

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REPAIR PARKING LOT PVAEMENT

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CGC KANAWHA

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PINE BLUFF

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AR

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CIVIL

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PAVEMENT DETAILS

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AutoCAD SHX Text M2280-D

AutoCAD SHX Text C-02

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%%UTYPE 'D' CONCRETE CURB DETAIL

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%%UDETAIL 3

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#4 TOP AND BOTT CONTINUOUS