Att 3 - SDAP compliance

 Performance outcomes                                  Acceptable outcomes                                    Response
 movement or vibration impacts that would cause
 damage or nuisance to a state-controlled road,
 road transport infrastructure or road works.

 Note: To demonstrate compliance with this
 performance outcome, it is recommended an RPEQ
 certified geotechnical assessment, prepared in
 accordance with Volume 3 of the Road Planning And
 Design Manual 2nd edition, Department of Transport
 and Main Roads, 2016, is provided.
 PO8 Development involving the haulage of fill,        AO8.1 Fill, extracted material and spoil material      Complies with AO – No substantial
 extracted material or excavated spoil material        is not transported to or from the development          earthworks required.
 exceeding 10,000 tonnes per year does not             site on a state-controlled road.
 damage the pavement of a state-controlled road.

 Note: It is recommended a pavement impact
 assessment is provided in accordance with the Guide
 to Traffic Impact Assessment, Department of
 Transport and Main Roads, 2017.
 PO9 Filling and excavation associated with the        No acceptable outcome is prescribed.                   Complies with AO - Access arrangements
 construction of vehicular access to a                                                                        improved to State road.
 development does not compromise the operation
 or capacity of existing drainage infrastructure for
 a state-controlled road.
 PO10 Fill material used on a development site         AO10.1 Fill material is free of contaminants           Complies with AO – No substantial
 does not result in contamination of a state-          including acid sulfate content.                        earthworks required.
 controlled road.
                                                       Note: Soils and rocks should be tested in accordance
                                                       with AS 1289.0 – Methods of testing soils for
                                                       engineering purposes and AS 4133.0-2005 –
                                                       Methods of testing rocks for engineering purposes.
                                                       AND
                                                       AO10.2 Compaction of fill is carried out in            Complies with AO – No substantial
                                                       accordance with the requirements of AS 1289.0          earthworks required.
                                                       2000 – Methods of testing soils for engineering
                                                       purposes.

State Development Assessment Provisions – version 2.0
State code 1: Development in a state-controlled road environment                                                                         Page 3 of 19