KB Cic KHB4 Rfa STR 067
KB Cic KHB4 Rfa STR 067
KB Cic KHB4 Rfa STR 067
DOCUMENT TRANSMITTAL
Date 30-Mar-23 Ref. No KB-CIC-KHB4-RFA-STR-067
Request not fill in the joint sealer for CJ, CSJ and LJ
TRANSMITTED BY RECEIVED BY
Signature : Signature :
- Contraction joint (CJ) , the saw cut join if 3mm width and 30mm depth
- Construction joint (CSJ) , the saw cut join if 3mm width and 30mm depth
- Longitudinal joint (LJ) , the saw cut join if 5mm width and 50mm depth
As the width of joint is too small 3mm and 5mm, we can’t fill the joint seal (Tipco + sand). We can fill
Tipco without sand to the 3mm width but it will be untidy for payment when it was heat.
So, we would like to request not fill in the joint sealer for CJ, CSJ and LJ because of reason above.
If there are change of width of saw cut, it will affect the quantity of joint seal (Tipco product).
I am looking forward to getting your response and approval. Should you have any comments or conflicted
information, please let us know.
Name: CHENDA Sochtrakol Name: THUY Chanmakara Name: ……………………… Name: …………………………….
Position: Technical Supervisor Position: Project Manager Position: …………………… Position: ………………………….
Date: 30-03-2023 Date: 30-03-2023 Date: ………………………… Date: ……………………………….
THIS DRAWING IS THE PROPERTY OF CHUCHAWAL-ROYAL HASKONING LTD.
FILLED WITH ASPHALT MIX SAND AND SHALL NOT BE USED OR REPRODUCED WITHOUT PERMISSION R
25 mm. DEPTH OR MASTIC JOINT SEALER PROPRIETARY SEALANT
COMPRESSIBLE FILLER- BOARD 50 50 25 mm.WIDE X 25 mm. DEEP
COMPRESSIBLE FILLER- BOARD
25
8000 (MAX.)
T/2
VARIES (SEE DISTANCE FROM PLAN)
100 100 100 100 600 BUILDING
T
100 100 REINFORCING BAR RB10 @ 200 EACH FOR HEAVY LOAD (TYPE A) 100 100 SEE DETAIL "1" CHUCHAWAL ROYAL HASKONING
10
100
www.chuchawalroyalhaskoning.com
SCALE 1:10 B SMOOTH DOWEL BAR, ONE END PAINTED & GREASED
LANE WIDTH
E-mail: office@d103group.com
100
Tel: (66-2) 260-0160-1 (18 Lines), Fax: (66-2) 259-0489
SCALE 1:10
ARCHITECTS
100
SAWED JOINT
3 mm. WIDTH x 30 mm. DEPTH FILLED DANAI TUNGWILAISATEAN สสถ. 2794
3
REINFORCING STEEL WITH ASPHALT MIX SAND OR MASTIC JOINT SEALER PAWANRAT JITKAWIN ภสถ. 7515
JARASPONG RATTANAPINUNCHAI
T/2
STRUCTURAL ENGINEERS
T
DR. CHAIVUT SEANGARAM สย. 5053
100
40
CHANON CHATWIWAT สย. 12391
40 THIRANEE ATICHATMANEE ภย. 22267
100
A SMOOTH DOWEL BAR JOINT PLASTIC SHEETING 0.15 mm. C SMOOTH DOWEL BAR, ELECTRICAL ENGINEERS
(SEE DETAIL OF LONGITUDINAL JOINT) ONE END PAINTED & GREASED
TIMBER CRACK INDUCER 40 mm. HIGH NATTAPONTCHAI LEELALERTSOBHON สฟก. 4106
THANED SUKSIRIKUL สฟก. 4166
BENCHAMART AMEIM สฟก. 5340
CONTRACTION JOINT (CJ) SAMART SUANMA ภฟก. 36651
LANE WIDTH
IRADA SUWANNASING ภฟก. 54647
SAWED JOINT MECHANICAL ENGINEERS
3 3 mm. WIDTH x 30 mm. DEPTH FILLED
WITH ASPHALT MIX SAND OR MASTIC JOINT SEALER PISIT CHONGLOMGROD สก. 3582
สก. 4343
LONGITUDINAL JOINT THEERAT KANTHAPORN
T/2
JIRAPAT SONGPRAWAT ภก. 43587
SCALE 1:10 KARUN WONGSUGUM ภก. 44067
T
KRISSAKORN CHUSAKUL ภก. 49348
PITAKPONG IMBUN
RAVIPHARD KAEWPLANG
100
600 600
SANITARY ENGINEERS
PLASTIC SHEETING 0.15 mm. PISIT CHONGLOMGROD ภส. 227
100
SANITARY ENGINEERS
KOMKRIS ภส. 5124
SCALE 1:10
REINFORCED CONCRETE PAVEMENT PLAN SAWED JOINT
PISIT CHONGLOMGROD สอ. 940
50
50
10
THICKNESS 100
A B
60
40
TYPE C REMARK
T
(T, mm.)
10
A 200 DB16x600 @ 600 RB25x500 @ 300 MOTAR BED
RB25x500 @ 300 FOR HEAVY LOAD
40 40
TYP. GROOVE
CLIENT: Khmer Beverages (KHB)
600 600
TYPICAL BAR CHAIR A PLASTIC SHEETING 0.15 mm.
SCALE 1:5
SPECIFICATION & METHODOLOGY FOR REINFORCED CONCRETE ROAD PAVEMENT.
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE INDICATED. NO DIMENSIONS SHALL BE SCALED.
2. THE LOCATION OF JOINT OF RIGID PAVEMENT SHALL BE DIRECTED BY
LONGITUDINAL JOINT (LJ)
SCALE 1:10
THE ENGINEER AT FIELD CONSTRUCTION ACCORDING TO THE DRAWINGS AND SPECIFICATIONS. PROJECT NO: WA1601
3. THE MANUFACTORY OF PRECAST CONCRETE BLOCKS FOR INTERLOCKING CONCRETE BLOCK PAVEMENT CONCRETE PAVEMENT CONCRETE RAMP
AND SIDEWALK SHALL BE APPROVED BY THE ENGINEER. PROJECT NAME:
Z:\2022\WA1601 Khmer Beverages, Extension khmer Beverages\5 Technical Data\1 Drawings\C&S\02-To Revit\02-Central Files\WA1601_R21_CV_00-CIVIL WORKS_Paitoon.P.rvt
50
10. MASTIC JOINT SEALER SHALL BE OF THE HOT POURED ELASTIC TYPE CONFORMING TO TIS. 479
FOR CONSTRUCTION
T/2
11. JOINT FILLER SHALL CONFORM TO THE AASHTO M.213 - 74 OR ASTM.DI751 - 73 SPECIFICATION.
T
12. THE CONCRETE SURFACE SHALL HAVE A GROOVED OR SLOTTED FINISH AS PER M.O.T. DEPARTMENT OF HIGHWAYS DETAIL. DATE :2022 - 08 - 15
600 600
13. ALL JOINT EXCEPT EXPANSION JOINT SHALL BE MADE BY SLOT CUTTING MACHINE ONLY.
FOAM SHEET, PLYWOOD, TIMBER OF MATERIAL OF THE SAME TYPE SHALL NOT BE ALLOWED.
14. PREPARATION OF JOINT FOR MASTIC JOINT SEALER.
PAINTED AND GREASED C DOWEL BAR WITH EPOXY
14.1 THE JOINT SHALL BE CLEANED WITH A BLOWER TO GET RID OF ALL KINDS OF DIRT. THE JOINT SHALL BE COMPLETELY DRY.
14.2 PRIMER SHALL BE APPLIED TO THE JOINT WITH A BRUSH OR SPRAYER. THE JOINT SHALL BE DRY BEFORE 600
THE POURING OF MASTIC JOINT SEALER WHICH HAS BEEN BOILED AND DISSOLVED BY MEANS OF HEAT
CONDUCTIVITY TO THE SPECIFIED TEMPERATURE.
14.3 THE JOINT SHALL BE CUT AND MASTIC JOINT SEALER SHALL BE PLACED IMMEDIATELY WHERE POSSIBLE TO
TYPICAL TRANSITION BETWEEN CONCRETE PAVEMENT AND RAMP 1:10
(MIN.)
SCALE
PREVENT INGRESS OF DUST AND FOREIGN BODIES.
14.4 MASTIC JOINT SEALER SHALL BE PLACED WITH A SEALANT APPLYING MACHINE.
15. PLASTIC SHEET USED IN CONSTRUCTION SHALL HAVE THE FOLLOWING REQUIREMENTS
DETAIL OF CONSTRUCTION JOINT BETWEEN
15.1 THICKNESS OF 0.15 mm. WITH A TOLERANCE OF NOT MORE THAN 7% SHALL BE REQUIRED.
15.2 WIDTH SHALL NOT BE LESS THAN 1200 mm.
CONCRETE SLAB CONTRACTION JOINT
NEW AND EXISTING CONCRETE PAVEMENT 0
NO.
2022-08-15
DATE
FOR CONSTRUCTION
DESCRIPTION
15.3 IT SHALL BE COLOURLESS, TRANSPARENT AND WATERPROOF, FREE FROM POROUS AREA, SCALE 1:10
TURN AREA AND BLISTERING AREA WHICH ARE VISIBLE BY NAKED EYE. EDGE SHALL BE STRAIGHT. REVISION
15.4 CONTINUOUS LENGTH SHALL BE PROVIDED TO THE WIDTH OF TRAFFIC LANES CONNECTION DRAFTED: CHECKED: APPROVED:
ALLOWED AT LONGITUDINAL JOINTS WITH NOT LESS THAN 200 mm. OVERLAPPING SHALL BE REQUIRED.
PAITOON THIRANEE SUN
T1
17.REINFORCEMENT OF CONCRETE PAVEMENT SHALL USE REBAR fy = 390 Mpa and round bar use fy = 235 MPa DRAWING TITLE :
00 - CIVIL WORKS
NOTE
600 600
FOR ROAD LESS THAN 4 m. WIDE USED FOR CONSTRUCTION THE CONCRETE STRENGTH SHALL BE
ROAD AND PAVEMENT DETAILS
CYLINDER CUBE THICKNESS PLASTIC SHEETING 0.15 mm.
SHEET 2
320 ksc 400 ksc 200 mm. OR 250 mm.