| Supply & Deliver road paving materials and screenings to stockpile.
D'Aguilar Highway at Blackbutt
REQUIREMENTS & TIMING
Type 2.1 1275 tonne - Timing August 2015
Type 2.3 2500 tonne - Timing August 2015
Type 2.5 1275 tonne - Timing August 2015
10mm Pre-coated screenings – 75 tonne – August 2015
14mm Pre-coated screenings – 125 tonne – October 2015
Project Specification
General
All work associated with the Offer shall be performed in accordance with the Department’s Technical Standard MRTS05 (10/10) – Unbound Pavements and MRTS22 (10/10) – Cover Aggregate. A copy of this specification is available from www.tmr.qld.gov.au or by contacting the project manager.
Minimum linear shrinkage for Type 2.1 is 1.5
Minimum linear shrinkage for Type 2.3 is 2.0
Minimum linear shrinkage for Type 2.5 is 2.0
Grading envelope required for Types 2.1, 2.3 & 2.5 is C.
|
