Attachment 3_Drawing for Daegu_PCC Reinforced Pavement.pdf

NOT TO SCALE

AND SPACED 2’-6" ON CENTERS

NO. 5 DEFORMED STEEL TIE BARS 2’-5" LONG

DOWEL

ONE END OF

PAINT AND OIL

DOWEL TO BE USED

THREADED SPLIT TYPE

EITHER ONE PIECE OR

THROUGH JOINT

REINFORCING STEEL IS NOT CARRIED

h d

A. LONGITUDINAL

b.TRANSVERSE

C. TIED LONGITUDINAL

CONCRETE PAVEMENTS

CONTRACTION JOINTS FOR REINFORCED

SEAL PROVIDED

NO GROOVE OR JOINT

THROUGH JOINT

REINFORCING STEEL IS CARRIED

SEE PARAGRAPH 16-1C TM 5-822 FOR USE OF THIS JOINT

OR THREADED SPLIT TYPE DOWEL MAY BE USED

D" DENOTES DOWEL DIAMETER, EITHER ONE PIECE

THREADED SPLIT-TYPE DOWELS MAY BE USED

D" DENOTES DOWEL DIAMETER, EITHER ONE PIECE OR

ONE END OF DOWEL

PAINT AND OIL

CARRIED THROUGH JOINT

REINFORCING STEEL IS NOT

AND SPACED 2’-6" ON CENTERS

NO.5 DEFORMED STEEL TIE BARS 2’-6" LONG

FOR PLACEMENT OF TIE BAR

A VERTICAL TOLERANCE OF�" IS ALLOWED

FOR KEY DIMENSIONS AND LOCATION

A TOLERANCE OF�" MAY BE ALLOWED

CARRIED THROUGH JOINT

REINFORCING STEEL IS NOT

STEEL

REINFORCING

FOR KEY DIMENSIONS AND LOCATION

A TOLERANCE OF�INCH MAY BE ALLOWED

.6

.2 h d

5 FT MIN

A. DOWELED TRANSVERSE

B. DOWELED TRANSVERSE OR LONGITUDINAL

REINFORCED PAVEMENT

CONSTRUCTION JOINT FOR

D. KEYED THICKENED EDGE LONGITUDINAL

C. KEY AND TIED LONGITUDINAL

INCHES

THICKNESS

PAVEMENT

INCHES

LENGTH

DOWEL

MINIMUM

INCHES

SPACING

DOWEL

MAXIMUM

EXTRA STRENGTH PIPE

1 TO 1�INCH BAR, OR 1 -INCH

AIR FORCE PAVEMENT IS 20 FEET.

*THE MAXIMUM SPACING OF TRANSVERSE CONTRACTION JOINTS FOR

TRANSVERSE CONTRACTION JOINTS

MAXIMUM ALLOWABLE SPACING OF

AND EXPANSION JOINTS

CONSTRUCTION,CONTRACTION,

DOWEL SIZE AND SPACING FOR

h d

CARRIED THROUGH JOINT

REINFORCING STEEL IS

h d h d h d

D

Hd/2+D/2

HD/2+D/2

hd/2+1/2"

NOT OILED

UNPAINTED AND

DOWEL-BOTH ENDS

STEEL REINFORCING

NOTE: SAW CUT WILL NOT EXTEND BELOW

CONTRACTION JOINT.

OTHER THAN A REGULARLY SCHEDULED TRANSVERSE

CONSTRUCTION JOINT IS REQUIRED AT A LOCATION

NOTE: THIS DETAIL WILL BE USED ONLY WHEN A TRANSVERSE

SCHEDULED TRANSVERSE CONTRACTION JOINTS.

CONSTRUCTION JOINT IS REQUIRED AT A REGULARLY

NOTE: THIS DETAIL WILL BE USED WHEN A TRANSVERSE

D" DENOTES DOWEL DIAMETER

3" MAX 3" MAX

FORMED BUTT JOINT

FORMED BUTT JOINT

3" MAX 3" MAX

3" MAX

.2 h d

SLOPE 1:4

0.1hd hd/4+1"

3" MAX

hd/4+1"

3"MAX

0.25hd

0.125hd

SLOPE 1:4

3"MAX

3"MAX

DOWEL DIAMETER AND TYPE

LESS THAN 8

8 TO 11

12 TO 15

3/4-INCH BAR

*EXTRA STRENGTH PIPE WILL BE FILLED OR PLUGGED WHEN USED

1-INCH BAR

PAVEMENT THICKNESS, INCHES SPACING OF JOINT,FEET

LESS THAN 9

9 TO 12

OVER 12

12�TO 15

15 TO 20

20 TO 25*

REINFORCING STEEL

3" MAX

hd/2 hd/4+1"

3" MAX

SEE JOINT SEALANT

SEE JOINT SEALANT

SEE JOINT SEALANT

SEE JOINT SEALANT

SEE JOINT SEALANT

SEE JOINT SEALANT

hd/4+1" hd/4+1"

SHEET OF

CIVIL

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

0 0

THIS CONTRACT

THIS CONTRACT

~ EXST SUB-GRADE (FULLY COMPACTED) ~

PCC PAVEMENT

BASE COURSE

DESIGN CRITERIA

TYPICAL PAVEMENT SECTION

LONGITUDINAL JOINT

D13@200 O.C. EW

STEEL YIELD STRESS: 3000 KG/M2

CONCRETE FLEXURAL. STRENGTH: 700PSI

NOT TO SCALE

PCC PAVEMENT SECTION DETAILS (1 OF 2)

STEEL

REINFORCING

END OF DOWEL

PAINT & LIGHTLY OIL

SPLIT TYPE DOWELS MAY BE USED

D" DENOTES DOWEL DIAMETER,EITHER ONE PIECE OR THREADED

h d

CONTRACTION JOINT CONSTRUCTION JOINT EXPANSION JOINT

SURFACE

PAVEMENT

SEALER

JOINT

POURED

SEALER

JOINT

POURED

SEALER

JOINT

POURED

BOTTOM

JOINT

SURFACE

PAVEMENT

INSERT

OR

SAWCUT(1/8")

INITIAL

CRACK

JOINT

BUTTED

W W

�" MIN

W

MATERIAL

BACKER

D

MATERIAL

BACKER

D

MATERIAL

BACKER

T

D

FILLER

JOINT

FT

JOINT SPACING

MIN MAX

WIDTH,IN

TOP OF SEALANT WILL BE �IN TO �-IN BELOW TOP OF PAVEMENT

NOTE:

JOINT SEALANT DETAILS

PAVEMENT

EXISTING

STEEL

REINFORCING

TRANSFER, IT WILL DETERIORATE QUICKLY.

SHORT PERIOD OF TIME, SINCE WITHOUT LOAD

EXISTING PAVEMENT IS TO BE REPLACED IN A

THIS TYPE JOINT SHOULD BE USED ONLY WHEN

NOTE:

e

NEW AND EXISTING PAVEMENT

H. DOWELED JOINT BETWEEN

PAVEMENT

EXISTING

EDGE

PLACED PARALLEL TO THICKENED

SPACED ON 1’-6" CENTERS AND

NO.5 DEFORMED BARS 2’LONG,

OF BAR

MID PT

(X

O R

.2 h d h e

M I N

CONCRETE PAVEMENT IS PLACED

PLASTIC WHEN THE REMAINDER OF THE

THAT THE INITIAL CONCRETE IS STILL

OPERATIONS SHOULD BE TIMED SO

OF THE NEW PAVEMENT PLACEMENT

IMMEDIATELY PRIOR TO CONSTRUCTION

PAVEMENT SHOULD BE CARRIED OUT

THE NEW CONCRETE UNDER EXISTING

PLACEMENT AND CONSOLIDATION OF

NOTE:

e

1" h d

AND EXISTING PAVEMENTS

F. SPECIAL JOINT BETWEEN NEW

NOT CARRIED THROUGH JOINT

REINFORCING STEEL IS

5 FT MIN

.2 h d

E. THICKEND EDGE LONGITUDINAL

REINFORCED PAVEMENT

CONSTRUCTION JOINT FOR

EXPANSION JOINT FOR REINFORCED CONCRETE PAVEMENTS

EITHER ONE PIECE OR THREADED SPLIT PIPE MAY BE USED

D" DENOTES DOWEL DIAMETER

CARRIED THROUGH JOINTS

REINFORCING STEEL IS NOT SLIP FIT

EXPANSION CAP

END OF DOWEL

PAINT AND OIL

STEEL

REINFORCING

CARRIED THROUGH JOINT

REINFORCING STEEL IS NOT

h d

5’ MIN

SURFACE

PAVEMENT

SEALER

JOINT

POURED

SEALER

JOINT

POURED

SEALER

JOINT

POURED

BOTTOM

JOINT

SURFACE

PAVEMENT

INSERT

OR

SAWCUT(1/8")

INITIAL

JOINT

BUTTED

TAPE

SEPARATING

T

D D

W

D

W

�" MIN

W hd/2+D/2

D. DIAMETER OF BACKER MATERIAL=W+1/8"

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

B. 3 INCHES FOR PAVEMENTS 12-18 INCHES*

A.�SLAB THICKNESS FOR PAVEMENTS LESS THAN 12 INCHES

T=DEPTH OF INITIAL SAWCUT OR INSERT TYPE JOINT FORMER(CONTRACTION JOINT)

D=DEPTH OF SEALANT(1.0 TO 1.5XW)

W=WIDTH OF SEALANT RESERVOIR(SEE TABLE)

NEW PAVEMENT

DRILL & GROUT

EXISTING PAVEMENT

3" MAX

<25

25-50

>50

1.0 1-�

3" MAX

NEW PAVEMENT

5 FT MIN

NEW PAVEMENT

3" MAX

REINFORCING STEEL

6’MIN 5’MIN

XREINFORCING STEEL

3" MAX

3" MAX

3/4-IN MIN

DOWEL

3" 2" 1"

REINFORCING STEEL

3" MAX3" MAX

B. TRANSVERSE

hd/4+1"

3"MAX 3"MAX

3/4-IN MIN.

A. LONGITUDINAL

SEE JOINT SEALANTSEE JOINT SEALANT

SEE JOINT SEALANT SEE JOINT SEALANT

JOINT SEALANT DETAIL

JOINT SEALANT DETAIL

CONTRACTION JOINT

CONSTRUCTION JOINT EXPANSION JOINT

CRACK

hd/4+1" h d hd/4+1" h d hd/4+1"

SHEET OF

CIVIL

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

NEW AND EXISTING PAVEMENT

G. THICKENED-EDGE JOINT /BETWEEN

PCC PAVEMENT SECTION DETAILS (2 OF 2)