Are there any S96 amendments?

Assessment Officer

Compaction Density Geotechnical test result submitted?
100% standard 95% modified

Proof roll - no sign of deflections?
Single axle loaded water truck or similar (min 8 tonne loaded over the rear axle)

Satisfactory?

a) Was road subgrade satisfactory/approved at this location?
b) Road drainage infrastructure has been installed at these locations.
c) Subbase material in accordance with Subdivision Code approved by PCA.

Compaction density & material grading geotechnical test result submitted?
100% standard 95% modified

Proof roll - no sign of deflections?
Single axle loaded water truck or similar (min 8 tonne loaded over the rear axle)

Thickness check provided by registered surveyor and checked against pavement design?

Satisfactory?

a) Has the Subbase been approved at this location?
b) Concrete to be minimum 20 MPA
c) Does Subbase extend 150mm behind kerb?
d) Is there adequate fall to inlet pits? min 0.5% grade
e) Are contraction joints located every 3m and expansion joints at intervals not exceeding 15m?
f) Are services conduit locations adequately stamped and marked on the kerb?

Satisfactory?

a) Has the Subbase been approved?
b) Base material in accordance with Subdivision Code, approved by PCA?

Proof roll - no sign of deflections?
Single axle loaded water truck or similar (min 8 tonne loaded over the rear axle)

Compaction density & material grading geotechnical test result submitted?
98% Modified

Thickness check provided by registered surveyor and checked against pavement design?

Satisfactory?

a) Has the base at this location been approved?
b) Has tack coat gone down a minimum width 300mm from kerb?

Satisfactory?

a) Subsoil drainage located on high side of all roads?
b) Is the pipe enclosed in a seamless tubular geotextile filter fabric?
c) Flush points provided? At max intervals of 80m
d) Backfill trench to subgrade level?
e) Bedding - 7mm or 10mm single sized aggregate filter material 300mm of depth
Note: in wet areas single coarse 10mm aggregate used to drain easily

Satisfactory?

a) Pipeline trench widths comply? min 150mm clearance, not excessively wide.
b) Location of pipeline and pits consistent with approved plans?
c) No poor joints, damage, unsealed lifting holes?
d) Backfill to finished Subgrade level?
e) Are pipelines of a satisfactory concrete cure date?
Pipe 450mm and less date of manufacture > 14 days
Pipe greater 450mm and less date of manufacture > 7 days
f) Are subsurface drains present?
100mm diameter pipeline enclosed in seamless geotextile filter fabric extending 3m from the discharge end of pipes
g) precast pit manufacturer specification forwarded to PCA.
Note: in wet areas single coarse 10mm aggregate used to drain easily

Compaction Density test results for bedding, haunch, side and overlay zones satisfactory?
Compacted to a density index minimum 70%.

Satisfactory?

a) Pits & pipes location in accordance with approved plans?
b) Are all pits rendered and self flushing?

Satisfactory?

a) Reinforcing in accordance with approved plans?
b) Manufactures certification for precast products submitted & approved?

Satisfactory?

Satisfactory?

Period

Have you set an outlook reminder to follow up 6 weeks prior to end of period