FM-CV-02
INSPECTION REPORT
FOR
PRE-CONCRETING ITALIAN-THAI DEVELOPMENT PUBLIC CO., LTD.
PROJECT : Area A3 Development Project, Laemchabang
OWNER : Hutchison Laemchabang Terminal Limited REPORT NO. :
EMPLOYER'S REPRESENTATIVE : Scott Wilson Kirkpatrick (Thailand) Ltd. (SW) DATE :
STRUCTURE NAME : INSPECTION TIME :
LOCATION : TYPE OF WORK :
CONCRETE MIX DESIGN NO. :
FOUNDATION BASE SLAB
GROUND BEAM BEAM
COLUMN WALL
SLAB OTHER ____________________
DESCRIPTION OF RESULT OF INSPECTION SIGNATURE FOR INSPECTION
REMARK
INSPECTION ACC. REP. N/A ITD SMC SW
SURVEY LOCATION
TOP LEAN CONCRETE ELEV.
RC. / STEEL PILE CONDITION
FORM WORK DIMENSION
STRENGTH OF FORMWORK
ALIGNMENT
CLEANLINESS
REBAR DIMENSION
REBAR SPLICING
SPACING AND COVERING
CHIPPING CONCRETE SURFACE
WATER STOPPER
CONSTRUCTION JOINT
EMBEDMENT
BLOCK OUT / SLEEVES
COMPACTION
EE WORK
ME WORK
MISCELLANEOUS
NOTE : ACC. : ACCEPTANCE / REP. : REPAIR / N/A : NOT APPLICABLE
COMMENT :
CHECKED BY : (ITD) DATE :
VERIFIED BY : (SMC) DATE :
APPROVED BY : (SW) DATE :
Page : 1
ITALIAN – THAI DEVELOPMENT PUBLIC COMPANY LIMITED Inspection & Test Plan
LAEM CHANGBANG PORT TERMINAL A3 PROJECT
DOC No.: ITP - C027 Construction Activity : Wet Lean Concrete Work For AR1 And Yard Pavement
Specification ref./ Acceptance Inspection / Test Authority Verifying
Item Description Frequency Remarks
Standard Criteria LAB SC ITD SMC SW Document
1 Placing concrete SMC 6.21
1.1 Material MIX DESIGN Mix design depending Each Month or Change of Source C C V V A Test report Before pouring concrete
1.2 Check slump MIX DESIGN Follow each mix design Check every truck C C V V A Test report Before pouring concrete
1.3 Check elapsed time SMC 6.17 Not exceed 45 minutes Check every truck C C V V A Test report Before pouring concrete
3 Cubes Mades from Each Sample one Cube to
BS5328 : Part 4 Required Srrength 90~110
1.4 Compressive strength of concrete specimens SMC (Section 9) Clause 1030 5 Sample Taken per 800 m2 C C V V A Test report be Tested at 7 days two Cube to Betested at 28
K.S.C (Cubes) at 28 days age.
days
2 Curing SMC 6.25.1 Used of an absorption cover kept Continue 7 day - - C V A -
continuously wet or Curing Compound
3 Form work SMC 6.33
3.1 Check form work dimension & Alignment SMC 6.33.13 ACI - 347-78 (R 84) Every Side - - C V A Inspection report FM - CV - 02
3.2 Strength of Form SMC 6.33 Visual Check Every Side - - C V A Inspection report FM - CV - 02
3.3 Cleanliness SMC 6.33 Visual Check Over all - - C V A Inspection report FM - CV - 02
3.4 Elev. Top of Concrete SMC 3.6 (3) EL. (+0/-50 mm) Every 10 m. in Terval - - C V A Survey Report FM - CV - 02 & Survey Report
4 In Situ Density SMC (Section 9) Clause 1030 Visual Check 3 Core per 1,200 m. and 3 Core per C C V V A Checking Report & Photo
Trial Length
5 Concrete Surface Finish SMC (Section 9) Sub-Clause 1026.5 Visual Check (Rougn Surface) as Trial Area Over all - - C V A -
Notes.
LAB-Laboratory /Test company ITD-ITALIAN-THAI A=Approval W=Withness
SC-Subcontractor /Supplier SMC- SINDTHU MAUNSELL V=Verification S=Survillance
SW-SCOTT WILSON C=Action
Prepared By : ITD Verified By : SMC Approved By : SW
