Title Page
-
Date
-
Inspection Title Proof Roll Witness Point.
-
Site Tabulam New Bridge
-
Lot Number
-
Layer Position Below Finished Level.
-
Has the Witness Point been submitted to RMS at least 1 working day prior to proof rolling
-
Witness Point Number
-
Plant used for Proof Roll
- a pneumatic-tyred static roller, not less than 4.5 tonnes per tyre and 600 kPa tyre pressure or
- a 10,000 L water tankerA with internal baffles to minimise sloshing with a minimum 600 kPa tyre pressure .
- a legally loaded bogie gravel truck
-
Surface layer is level, homogeneous, with no large protruding objects or significant surface depressions and free from loose material
-
Contractor has submitted a proof rolling plan outlining the rolling paths and lot locations
-
Proof roll testing carried out immediately upon completion of compaction. If testing delayed more than 12 hours, layer surface must be watered and a minimum of 3 passes completed with the roller to be used prior to testing
-
Roller speed approximately between 3 to 10 KPH
-
Surface deformation is
- Perceptible
- Non-perceptible
-
The layer is deemed to be conforming.
-
Principal's Delegated Representative
-
Contractors Representative
