Information

  • Inspection Title. EXCAVATION FOR BRIDGE SITES B30 b Ed 4 /Rev 0 B30b

  • Project Name: Tabulam New Bridge.

  • Location: BRUXNER HIGHWAY TABULAM

  • Contractor

  • Prepared by

  • Conducted on

Work Activity Record

3 COFFERDAMS AND SHORING

  • Capture.PNG 5.PNG
  • Has the hold point been released for the Coffrdams / Shoring.

  • 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.

  • 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

  • During excavation and backfilling, do not disturb any survey bench marks, survey or level peg, plug, pipe or marking.

  • If contaminated material is encountered during excavation, notify the Principal immediately and deal with the contaminated material in accordance with RMS R44.

  • Excavate for construction of structures to the depth and profile shown on the Drawings.

  • Avoid disturbing the material below the required excavation level shown on the Drawings.

  • Remove all loose material from within the excavation before placing concrete.

  • 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.

  • 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

  • Do not place concrete in the presence of surface or seepage water.

  • 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.

  • 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

  • "Permit to Excavate" where applicable onsite before any work has commenced.

  • Have operators demonstrated their competence to operate the plant/equipment to the satisfaction of the contractor. <br>

  • Has a SWMS been developed.

  • Has a certified rigger checked that the structural members are secure before the load is released.

  • Is each and every item of plant being used for its designated and intended purposes.

  • Have the attachments for plant and processes been approved and used in accordance with their design and purposes.

  • Is the correct PPE being worn

  • Are all accesses safe and sign posted.

  • Were any unsafe practices observed. <br>

  • Good safe practices observed.

G36 ENVIRONMENTAL

  • Are Erosion and Sediment controls measures being installed and maintained.

  • Have nearby/adjacent waterways been protected from potential concrete, grout and curing compound spills

  • Has a concrete washout area been defined and used.

  • Have any environmental incidents or potential incidents been observed.

  • Good environmental procedures observed.

Compliance and Follow-up action.

  • Is the activity compliant.

  • Surveillance Officer

  • NCPN or memo number.

  • Follow up action

  • Product Non Conformance

  • System Non Conformance

  • Contractor generated NCR

  • Contractor generated a CAR

Matters arising

  • NCPN no

  • Contractors NCR no

  • CAR no

  • Closed out.

  • RMS representative's name

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