B80 Steel Reinforcement and Embedment. (Ed6 Rev5) RMS Surveillance Checklist ILC-MI-TP3-405-SC B 80- Steel Reinforcement and Embedment. (Ed6 Rev5)

• Inspection Title. B80 Steel Reinforcement and Embedments Ed 5 / Rev 0

• Project Name: Tabulam New Bridge.

• Location: BRUXNER HIGHWAY TABULAM

• Contractor

• Prepared by

• Conducted on

  Date

6 SUPPLY and FIXING of STEEL REINFORCEMENT and EMBEDMENTS

• Cl 6.1 Have compliance certificates for the reinforcement material supplier/fabricator been received. (Australian Certification Authority)

  Yes

  No

  N/A

• Cl 6.2.1 Is the reinforcement bars or welded wire fabric the type and size referred to on the drawings.

  Yes

  No

  N/A

• Cl 6.3.1 Is the reinforcement fabricated to the shape and dimension shown on the drawings and within the tolerance given in Cl 6.9. Table B80.15

  Yes

  No

  N/A

• Cl 6.3.2 Has the reinforcement been bent by either cold bending around pins, or by uniform heat not exceeding 450DegC for a period not exceeding 2 minutes and (not cooled by quenching). <br>No bending of previously bent and straightened, or bend in reverse again, within 20 bar diameters of the previous bend, of reinforcement rod <br>

  Yes

  No

  N/A

• Cl 6.3.3 Do all welds conform to RMS 204 and the bar manufacturer's recommendation. <br>Do not field weld Grade 500L reinforcement. <br>Have the welded splices been tested. <br>No welding of reinforcement for prestressed members after the prestressing tendons have been placed in the reinforcement assemblies or cages being assembled.

  Yes

  No

  N/A

• Cl 6.3.3 Have the load bearing welds for lifting or transporting of prefabricated reinforcement cages must be designed by a suitably qualified person with extensive experience in the design, welding and handling of prefabricated cages.

  Yes

  No

  N/A

• Cl 6.4.1 Are the splice location as shown on the drawings. <br>Have additional locations been approved by the Principal.

  Yes

  No

  N/A

• Cl 6.4.2 Lapped Splices

  

• Cl 6.4.2 Lapped Splices

  

• Cl 6.5 Has the reinforcement been supported above the surface of the ground.

  Yes

  No

  N/A

• Cl 6.6 At the time of placing concrete is the surface condition of the reinforcement clean as not to impair its bond to the concrete or its performance in the binder.

  Yes

  No

  N/A

• Cl 6.7.2 Has the reinforcement been kept clear of formwork or blinding concrete by using concrete, compressed cement, or plastic chairs <br>No wire chairs, pieces of timber or coarse aggregate been used to support reinforcement. <br>Have the chairs been placed sufficiently to ensure maintaining the correct cover.

  Yes

  No

  N/A

• Cl 6.7.3 Was the witness point notified

  Yes

  No

  N/A

• 

• Cl 6.7.4 Are the supports for the screeding rails and height pins durable sacrificial non- corrosive materials compatible with the concrete or are they capable of being completely removed from the deck after final screeding.

  Yes

  No

  N/A

• Cl 6.7.5 Is there evidence that the placement of embedment's has been planned in detail.

  Yes

  No

  N/A

• 6.7.6 Has the contractor's inspection, verified that reinforcement, welding and embedment placement is correct BEFORE the placed reinforcement and/or embedment becoming inaccessible.

  Yes

  No

  N/A

• Cl 6.8 Are the covers to reinforcement as per drawings , or within the tolerances shown in tables B80.15, B80.16 & B80.17

  Yes

  No

  N/A

• 

• 

G22 SAFETY

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

  Yes

  No

  N/A

• Has a SWMS been developed.

  Yes

  No

  N/A

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

  Yes

  No

  N/A

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

  Yes

  No

  N/A

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

  Yes

  No

  N/A

• Is the correct PPE being worn

  Yes

  No

  N/A

• Have scaffolds and falsework been erected safely and signed off by qualified personnel where applicable.

  Yes

  No

  N/A

• Are all accesses safe and sign posted.

  Yes

  No

  N/A

• Are all electrical equipment tested and tagged and in good condition.

  Yes

  No

  N/A

• Were any unsafe practices observed. <br>

  Yes

  No

  N/A

• Good safe practices observed.

  Yes

  No

  N/A

G36 ENVIRONMENTAL

• R44 Cl 1.7 Were erosion and sediment controls in place prior to the removal of any topsoil.

  Yes

  No

  N/A

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

  Yes

  No

  N/A

• Has mud been prevented from being deposited on roadways.

  Yes

  No

  N/A

• Have any environmental incidents or potential incidents been observed.

  Yes

  No

  N/A

• Good environmental procedures observed.

  Yes

  No

  N/A

• Is the activity compliant.

  Yes

  No

  N/A

• Surveillance Officer

  Sign

• NCPN or memo number.

  Yes

  No

  N/A

• Follow up action

  Yes

  No

  N/A

• Product Non Conformance

  Yes

  No

  N/A

• System Non Conformance

  Yes

  No

  N/A

• Contractor generated NCR

  Yes

  No

  N/A

• Contractor generated a CAR

  Yes

  No

  N/A

Matters arising

• NCPN no

• Contractors NCR no

• CAR no

• Closed out.

• RMS representative's name

  Sign