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Attachment 13 - Code Assessment
Performance outcomes Acceptable outcomes Response
nd
design manual 2 edition, Department of Transport
and Main Roads, 2016, is provided.
PO7 Excavation, boring, piling, blasting or fill No acceptable outcome is prescribed.
compaction during construction of a development
does not result in ground 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 is not Not applicable. The proposed development is not
extracted material or excavated spoil material transported to or from the development site on a expected to involve the haulage of material exceeding
exceeding 10,000 tonnes per year does not damage state-controlled road. 10,000 tonnes.
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. Any fill material required to be provided on
construction of vehicular access to a development the site is not anticipated as being of a scale that will
does not compromise the operation or capacity of impact on the operation or capacity of the adjacent
existing drainage infrastructure for a state-controlled state controlled network.
road.
PO10 Fill material used on a development site does not AO10.1 Fill material is free of contaminants including Complies. Any fill material will be sourced such that it
result in contamination of a state-controlled road. acid sulfate content. is free of contaminants.
Note: Soils and rocks should be tested in accordance
with AS 1289.0 – Methods of testing soils for
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