2304 EMBANKMENT CONSTRUCTION AUDIT

• Document No.

• Audit Title

• Client / Site

• Conducted on

  Date

• Prepared by

• Location
  Address

• Personnel

PROCEDURAL CHECKLIST

• In use

  Yes

  No

  N/A

VERIFICATION CHECKLIST

• In use

  Yes

  No

  N/A

• Yes

  No

  N/A

• TEST RESULTS

  Yes

  No

  N/A

• Attached to checklist

  Yes

  No

  N/A

NON-CONFORMANCE

• Identified by Contractor

  Yes

  No

  N/A

NON-CONFORMANCE REPORT

• Submitted

  Yes

  No

  N/A

UNDERLYING LOT

• Conforms

  Yes

  No

  N/A

• Foundation compacted as per table

  Yes

  No

  N/A

COMPACTED LAYER METHOD Clause R 22.5.2(ii)

• Up compacted layer=<400mm

  Yes

  No

  N/A

• Rock size in fill 2/3 layer depth.

  Yes

  No

  N/A

• Approval to vary layer thickness.

  Yes

  No

  N/A

• Density test results 95% >600mm below.

  Yes

  No

  N/A

• Density test results 100% 200-600 mm below

  Yes

  No

  N/A

• Compacted layer method spec used.

  Yes

  No

  N/A

• Maximum compacted layer thickness.

  Yes

  No

  N/A

• Yes

  No

  N/A

• Minimum number of passes.

  Yes

  No

  N/A

• Batter slope tolerances.

  Yes

  No

  N/A

• Layer toleranced

  Yes

  No

  N/A

• Tolerances met 0mm above to 60mm below

  Yes

  No

  N/A

MECHANICAL INTERLOCK Clause R22.5.2(iii)

• Correct roller category

  Yes

  No

  N/A

• Drum mass > 4.5t

  Yes

  No

  N/A

• Maximum compacted layer thickness.

  Yes

  No

  N/A

• Yes

  No

  N/A

• Minimum number of passes.

  Yes

  No

  N/A

• Proof rolling conforms.

  Yes

  No

  N/A

CHANGE IN METHOD clause R22.5.2(iii)

• Stone binding placed

  Yes

  No

  N/A

• Class of geotextile

  Yes

  No

  N/A

• Geotextile overlap 500mm

  Yes

  No

  N/A

SOUND MOUNDS Clause R 22.5.3

• Uncompacted layer =< 450mm

  Yes

  No

  N/A

• Maximum Rock size <150mm

  Yes

  No

  N/A

• Density test results

  Yes

  No

  N/A

NON-CONFORMANCE

• Identified by audit.

  Yes

  No

  N/A

• Report requested.

  Yes

  No

  N/A