25mm dia.

x 600mm BARS EDGE OF EXISTING

@ 130mm O.C. CONCRETE PAVEMENT

BEGINNING
OF FLARE
16mm dia. x 500mm.

300 300 300 300 300 300 300 300 300 150
CONCRETE SUPPORTING BLOCK
DOWEL BARS

175

1000 (MIN)
LANE SHOWING TRANSVERSE
CONSTRUCTION JOINT @
D LOCATION OF WEAKENED PLANE
SUPPORTING BLOCK
JOINT
NEW PAVEMENT EXISTING PAVEMENT 250 500 500 500 500 500 500 500 500 500 500 500 500 500 NOTE:
SECTION I A
THE SIDE OF EXISTING CONCRETE PAVEMENT SHALL BE
CHIPPED OFF AND ROUGHEN THE SURFACE. DOWEL BARS
B SECTION B SHALL BE PROVIDED TO CONNECT THE NEW PAVEMENT
WITH THE EXISTING PAVEMENT UP TO IN DISTANCE WHERE
THE FLARE IS LESS 1000mm.

DRILLING ON HOLES ON EXISTING PCCP SHALL BE

600
PERFORMED USING POWER TOOLS THE HOLES SHALL BE
THOROUGHLY CLEANED BEFORE GROUT/EPOXY INJECTION
EXISTING 16mm dia. x 1500mm TRANSVERSE CONSTRUCTION AND INSTALLATION OF DOWEL BARS.

600
TIE BARS @ 600mm O.C. JOINT (SEE DETAIL 'E')

600
WOODEN PLANE
EXISTING PAVEMENT NEW PAVEMENT

600
C
16mm dia. x 1500mm TIE BARS

600
@ 750mm O.C.
CONCRETE SUPPORTING BLOCK
1500
NOTE:
4500 4500 4500 PLAN (SHOWING FLARING OF EXISTING CONCRETE PAVEMENT)
TRANSVERSE CONSTRUCTION (CONTRACT) JOINT SHALL BE
PROVIDED AT THE END OF ANY RUN WHERE LAYING OF
NOTE:
CONCRETE HAS BEEN STOPPED FOR THIRTY (30) MINUTES
IN CASE THE REQUIRE DIAMETER OF 36mm AS CITED ABOVE IS NOT COMMERCIALLY AVAILABLE SMALLER
TYPICAL PLAN OF A TWO LANE PAVEMENT LONGER,
DOWEL BAR CAN BE USED WITH ADJUSTMENT IN BAR SPACING AS SHOWN IN TABLE 1.2
TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR AT LOCATION
OF WEAKENED PLANE, BUT JOINTS WITH DOWELS SHOULD BE AS PER D.O. 40, S 2014 SUBTITUTE
USED, IF JOINTS OCCURS IN THE MIDDLE THIRD OF THE
THICKNESS OF SIZE OF DOWEL SPACING SIZE OF DOWEL SPACING
WEAKENED PLANE (1500 - 3000 mm.), KEYED JOINT WITH
THE BARS SHOULD BE USED, PCCP (mm) BAR (mm) (mm) BAR (mm) (mm)

32 210
DRILLING OF HOLES ON EXISTING PCCP AND OTHER
DEFORMED TIE BAR 16mm dia. STRUCTURES SHALL BE PERFORMED USING POWER TOOLS, THE 300 36 274 160
SAWED GROOVE W/ 28
HOLES SHALL BE PROPERLY CLEANED BEFORE GROUT/EPOXY
x1000mm. @ 750mm O.C. POURED JOINT FILLER INJECTION AND INSTALLATION OF DOWELS/THE BARS. 25 130 GENERAL NOTES:
6
50

TABLE 1.2 1. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE DPWH
T

STANDARD SPECIFICATIONS FOR HIGHWAYSS, BRIDGES AND AIRPORTS

2004 AND SPECIALS PROVISIONS.
500 500 25
25
DETAIL 'A' DETAIL 'B' 3. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON
DETAIL 'A'
T/3 ONE SIDE OF THE JOINT IS POURED AHEAD AND ALLOWED TO SET BEFORE
POURING ON THE OTHER SIDE.
T T/3 11
ROOFING NAIL @ 750mm. O.C.
T/3 11 4. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD
DEFORMED TIE BAR 16mm dia. FORMED GROOVE W/ KEYWAYS
x1000mm. @ 750mm O.C.
12 & POURED JOINT FILLER SECTION I BE TAKEN THAT NO CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY
(LONGITUDINAL JOINTS) PORTION OF THE FIRST SLAB.
WOODEN SIDE FORM METAL SIDE FORM
T/3T/3T/3

25

EXISTING PCCP/FIRST CASTING 4. THE BARS SHOULD BE DEFORMED STEEL BARS. ALL THE DOWEL BARS BE
25
500 500 DETAIL 'C' DETAIL 'D' DETAIL OF SIDE FORM
SMOOTH ROUND STEEL BARS FREE FROM THE RUST AND OTHER DEFECTS
WHICH MIGHT RESTRICT THEIR MOVEMENT.
DETAIL 'B'
5. TYPED OF WEAKEND PLANE JOINT TO BE USED SHALL BE AS SPECIFIED IN THE
FORMED GROOVE W/ HOT PLANS AND ONLY ONE TYPE SHALL BE USED FOR THE WHOLE PROJECT.

SAWED GROOVE W/ POURED JOINT FILLER

SECTION II FORMED GROOVE W/ HOT POURED JOINT FILLER
25mm dia. x 600mm
POURED JOINT FILLER 6. MATERIAL FOR THE METAL SIDE FROM SHALL BE BRAND NEW SHEET METAL
30mm dia. DRILLED HOLE 12 DOWEL BAR @ 500mm O.C.
@ 4.5m INTERVAL OR AS DIRECTED BY THE ENGINEER
6
(TRANSVERSE JOINTS)
12 GAUGE No. 18 OF BLOCK IRON FREE FROM THE RUST AND KINKS.

25
50

25
EXISTING PAVEMENT NEW PAVEMENT
T

25mm dia. x 600mm. DOWEL BAR @ SLIDING

7. AT LEAST SIX (6) SUCCESSIVE DOWELLED BUTT JOINTS AT NORMAL JOINT
EXISTING PAVEMENT NEW PAVEMENT
130mm O.C., HALF OF THE BAR ON
THE SIDE OF METAL DOWEL CAP 30-50 PENETRATION ASPHALT SEAL 300 300 SPACING SHALL BE PROVIDED BEFORE ON AFTER IN EXPANSION JOINT.
DETAIL 'C' SHALL BE PAINTED W/ RED LEAD OR COLD APPLIED LIQUID RUBBER EPOXY ADHESIVE
BASE SEALING COMPOUND CEMENT GROUT
& THEN GREASED 8. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE)
SHALL BE SEALED WITH 30 - 50 PENETRATION ASPHALT SEAL OR COLD APPLIED
PLAIN DOWEL BAR (25mmdia.x600mm. @130mm. O.C.) EPOXY ADHESIVE/CEMENT
TO BE PAINTED W/ RED LEAD & THEN GREASED
FORMED GROOVE W/ KEYWAYS
GROUT
SECTION SECTION LIQUID RUBBER COMPOUND AFTER THE CONCRETE HAD BEEN CURED AND BEFORE
& POURED JOINT FILLER
12 SCALE: 1 : 20 M. SCALE: 1 : 20 M. OPENING THE PAVEMENT TO TRAFFIC. ASPHALT SEAL SHOULD BE POURED IN SUCH
25
25

25 50 25 MANNER THAT SPILLING SHALL BE PRESENTED/ELIMINATED.THIS PROVIDE A

CONSTRUCTION JOINT TO BE CONSTRUCTION JOINT TO BE
T

EXISTING PCCP/FIRST CASTING

SLIDING FIXED SMOOTH RIDING SURFACE.
USED FOR FLARING CONNECTION USED FOR FLARING CONNECTION
30mm dia. DRILLED HOLE
METAL DOWEL CAP. GAUGE No. 18 300 300 MORE THAN 1000mm. IN WIDTH LESS THAN 1000mm. IN WIDTH
300 300 9. ALL TRANSVERSE JOINTS. EXCEPT CONTRUCTION JOINT. BE CONTINUOUS FROM
25mm. INSIDE DIA. BE PLACE ON
EACH DOWEL BAR 20mm PREMOLDED EDGE TO EDGE
DETAIL 'D' EXPANSION FILLER
TABLE FOR SPACING OF TIE BARS (L=600MM)
TABLE FOR SPACING OF PLAIN DOWEL BARS (L=600mm)
DETAILED OF DOWELLED EXPANSION JOINT AT SLAB THICKNESS SPACING
10. ALL LONGITUDINAL JOINTS SHALL MEET AT INTERSECTIONS WITH NO GAPS OR
DEFORMED TIE BAR 16mm dia.x1000mm. @ FORMED GROOVE W/ KEYWAYS (mm) 12mmØ 16mmØ SLAB THICKNESS DIAMETER SPACING S2
750mm O.C. (SEE NOTE ABOVE) & POURED JOINT FILLER PCCP AND EXISTING STRUCTURES (mm) (mm) (mm) OFFSETS
12 230 600 750
T/3T/3T/3

230 28 300
25

240 600 750

11. ALL DIMENSIONS ARE IN MILLIMETERS. UNLESS OTHERWISE SPECIFIED.
T

250 600 750 240 30 300

FIRST CASTING
25 260 500 750 250 32 300
500 500 13. AVOID STOPPAGE OF FORMWORKS ALONG CURVES.
270 500 750 260 32 300
280 500 750 270 34 300 14. CONSTRUCT EXPANSION JOINT AT EVERY 90 METERS AND/OR AT EVERY ADJACENT
DETAIL 'E' 290 500 750 280 36 300
EXISTING STRUCTURES
KEYED TRANSVERSE CONSTRUCTION OR CONTACT JOINT 300 500 750 300 36 274
310 400 750 NOTE:
(TO BE PLACED ONLY IN MIDDLE THIRD OF NORMAL JOINT INTERVAL) 320 400 750 DIAMETER AND SPACING OF PLAIN DOWEL BARS MAYBE MODIFIED
330 400 750 AS LONG AS THE EQUIVALENT STEEL AREAS IS SUSTAINED
340 400 750
Base on AASHTO Grade for the Design of Pavement Structures 1993

STANDARD PORTLAND CEMENT CONCRETE PAVEMENT JOINTS

NOT TO SCALE

PREPARED: PROJECT NAME AND LOCATION: SHEET CONTENTS: CHECKED: SUBMITTED: REVIEWED: RECOMMENDED: APPROVED: SET NO.: SHEET NO.:

001: ENSURE SAFE AND RELIABLE NATIONAL ROAD

REPUBLIC OF THE PHILIPPINES
SYSTEM - NETWORK DEVELOPMENT STANDARD PORTLAND CEMENT 1 8
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
RODNEY ROSS L. ROLEDA CONSTRUCTION OF BY-PASS AND DIVERSION ROADS CONCRETE PAVEMENT JOINTS HENDRIX R. ORTEGA ALBERT B. LAZANA ALLAN A. LANUZA RAYMOND JAY R. PANLILIO RAULITO F. YANGZON
CALBAYOG CITY COASTAL ROAD, PACKAGE B, OFFICE OF THE DISTRICT ENGINEER 1 50
AUTHORIZED MANAGING OFFICER (PLAIN) PROJECT ENGINEER CHIEF, CONSTRUCTION SECTION CHIEF, PLANNING AND DESIGN SECTION OIC-ASSISTANT DISTRICT ENGINEER OIC, DISTRICT ENGINNER
DATE: SAMAR Samar First Engineering Office DATE: DATE: DATE: DATE: DATE:
Calbayog City