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O Mon Thermal Power Plant and Mekong Delta Transmission Network Project (I)

This document is a form for inspecting concrete works before casting at the O Mon Thermal Power Plant and Mekong Delta Transmission Network Project. It outlines inspection items for preliminary works, reinforcement bars, formworks, embedded items, and water stops. The inspection will check dimensions, alignments, cleanliness, concrete covers, and other criteria. Inspectors from Mitsubishi Heavy Industries and TOA Corporation will perform visual and laboratory tests to ensure quality standards are met before pouring concrete.

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Archie Joseph Llana
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63 views1 page

O Mon Thermal Power Plant and Mekong Delta Transmission Network Project (I)

This document is a form for inspecting concrete works before casting at the O Mon Thermal Power Plant and Mekong Delta Transmission Network Project. It outlines inspection items for preliminary works, reinforcement bars, formworks, embedded items, and water stops. The inspection will check dimensions, alignments, cleanliness, concrete covers, and other criteria. Inspectors from Mitsubishi Heavy Industries and TOA Corporation will perform visual and laboratory tests to ensure quality standards are met before pouring concrete.

Uploaded by

Archie Joseph Llana
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
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O MON THERMAL POWER PLANT AND MEKONG DELTA TRANSMISSION NETWORK

PROJECT(I)

MITSUBISHI HEAVY INDUSTRIES.,LTD

TOA CORPORATION DATE :

FORM WORKS INSPECTION FIR No. : OM-TOA-P/RC/FWI/_______/_______


( BEFORE CASTING CONCRETE)
SUBJECT : LOCATION :

Concrete Strenght/ Class : Particular Structure :


Estimated Volume :
METHOD OF INSPECTION : TOA FECL TOA
Visual / Laboratory Test / Survey Name
REF. DRAWING NO. Revision No. Signature

INSPECTION ITEMS ACC REJ ACC REJ ACC


DATE:
A. PRELIMNARY INSPECTIONS
TIME:
1 Setting out points (Grade and Line)
2 Dimension (Length/ Width/ Thickness)
3 Soil compaction / Backfilling
4 Lean Concrete Level
5 Others
DATE:
B. REINFORCEMENT BAR INSPECTIONS
TIME:
1 Latest revision construction drawing
2 Diameter of main bars/ secondary bars
3 Number of main bars/ secondary bars
4 Spacing of main bars/ secondary bars
5 Links: diameter/ Spacing/ Numbers
6 Lapping length of main/ secondary bars
7 Anchorage length of main/ secondary bars
8 Trimmer bars for openings / Diameter/ Spacing/ Numbers
9 Rebar cleanliness
10 Constructon joint roughness & cleanliness
11 Others
DATE:
C. FORMWORKS INSPECTIONS
TIME:
1 Dimention (Length/ Wirth/ Thickness)
2 Alignment/ Verticality
3 Level of formworks (base/ soffit)
4 Sealing of gaps/ Openings
5 M&E openings/ Block outs
6 Concrete covers/ Spacers
7 Temporary support system
8 Cleanliness
9 Others
DATE:
D. EMBEDDED ITEMS
TIME:
1 Alignment
2 Installation
DATE:
D. WATER STOP
TIME:
1 Type
2 Positioning/ Tightness/ Joint

PREPARED BY:

TOA CORPORATION
COMMENTS / REMARKS

ACC : Accept REJ : Reject NA : Not Applicable PA : Per Attachment

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