Information
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Inspection Title. EXCAVATION FOR BRIDGE SITES B30 b Ed 4 /Rev 0 B30b
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Project Name: Tabulam New Bridge.
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Location: BRUXNER HIGHWAY TABULAM
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Contractor
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Prepared by
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Conducted on
Work Activity Record
3 COFFERDAMS AND SHORING
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Has the hold point been released for the Coffrdams / Shoring.
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Do not incorporate material used in the construction of the cofferdam or shoring within the concrete of the finished structure, unless shown otherwise on the Drawings.
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Remove any cofferdams and shoring, including temporary piles, to a minimum of 0.5 m below natural or finished surface, whichever is lower.
4 EXCAVATION
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During excavation and backfilling, do not disturb any survey bench marks, survey or level peg, plug, pipe or marking.
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If contaminated material is encountered during excavation, notify the Principal immediately and deal with the contaminated material in accordance with RMS R44.
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Excavate for construction of structures to the depth and profile shown on the Drawings.
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Avoid disturbing the material below the required excavation level shown on the Drawings.
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Remove all loose material from within the excavation before placing concrete.
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For foundations bearing on earth, backfill any over-excavation under the foundation member with Select Fill complying with Clause 6.2.2, or concrete of the same quality as the overlying concrete structure.
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Prior to placing concrete for the mass concrete blinding layer, present the excavated foundation area for inspection by the Principal.
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Where further excavation is directed, the above Hold Point will again apply after the completion of the excavation to the new levels or new dimensions.
5 MASS CONCRETE BLINDING LAYER
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Do not place concrete in the presence of surface or seepage water.
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The concrete for the blinding layer must be of the same quality as that of the overlying concrete structure, unless shown otherwise on the Drawings.
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Allowed to harden sufficiently before any subsequent operation over it can take place, to avoid damage to the layer.
G22 Safety and G36 Environmental
G22 SAFETY
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"Permit to Excavate" where applicable onsite before any work has commenced.
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Have operators demonstrated their competence to operate the plant/equipment to the satisfaction of the contractor. <br>
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Has a SWMS been developed.
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Has a certified rigger checked that the structural members are secure before the load is released.
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Is each and every item of plant being used for its designated and intended purposes.
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Have the attachments for plant and processes been approved and used in accordance with their design and purposes.
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Is the correct PPE being worn
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Are all accesses safe and sign posted.
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Were any unsafe practices observed. <br>
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Good safe practices observed.
G36 ENVIRONMENTAL
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Are Erosion and Sediment controls measures being installed and maintained.
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Have nearby/adjacent waterways been protected from potential concrete, grout and curing compound spills
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Has a concrete washout area been defined and used.
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Have any environmental incidents or potential incidents been observed.
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Good environmental procedures observed.
Compliance and Follow-up action.
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Is the activity compliant.
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Surveillance Officer
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NCPN or memo number.
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Follow up action
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Product Non Conformance
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System Non Conformance
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Contractor generated NCR
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Contractor generated a CAR
Matters arising
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NCPN no
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Contractors NCR no
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CAR no
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Closed out.
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RMS representative's name