Mix volume ratio Q318 Once as part of the mix design submission mastic asphalt only) Once during the first 2,000 tonnes or part thereof of production mix for each mix design, and thereafter one test per 5,000 tonnes or part thereof of the production mix (testing not 7.2.11 required where the Works involves less than 500 tonnes of a particular nominal size mix) Once for each particle size distribution nonconformance on the 4.75 mm sieve for SMA14 and 2.36 mm sieve for SMA10 Production temperature The Contractor’s Frequency to be nominated 7.4.6 of asphalt documented in the Contractor’s Asphalt procedure Quality Plan Dispatch temperature of The Contractor’s Each delivered load 7.4.6 asphalt documented procedure Table 1D Asphalt placing – Clause Characteristic Test Method / Minimum Frequency Procedure of Testing Pavement surface The Contractor’s 1 measurement every 8.7 temperature documented 2 hours procedure Temperature of asphalt The Contractor’s Each delivered load 8.8 at initial compaction documented procedure Tack coat application The Contractor’s Each lot 8.9 rate documented procedure 9.1 Homogeneity Visual assessment Each lot Table 1E Finished pavement – Min Min Clause Characteristic Test Method Lot Size No. of Frequency Tests of testing
7.2.11 Mix volume ratio mastic asphalt only) Q318 Once as part of the mix design submission Once during the first 2,000 tonnes or part thereof of production mix for each mix design, and thereafter one test per 5,000 tonnes or part thereof of the production mix (testing not required where the Works involves less than 500 tonnes of a particular nominal size mix) Once for each particle size distribution nonconformance on the 4.75 mm sieve for SMA14 and 2.36 mm sieve for SMA10 7.4.6 Production temperature of asphalt The Contractor’s documented procedure Frequency to be nominated in the Contractor’s Asphalt Quality Plan 7.4.6 Dispatch temperature of asphalt The Contractor’s documented procedure Each delivered load Table 1D – Asphalt placing Clause Characteristic Test Method / Procedure Minimum Frequency of Testing 8.7 Pavement surface temperature The Contractor’s documented procedure 1 measurement every 2 hours 8.8 Temperature of asphalt at initial compaction The Contractor’s documented procedure Each delivered load 8.9 Tack coat application rate The Contractor’s documented procedure Each lot 9.1 Homogeneity Visual assessment Each lot Table 1E – Finished pavement Clause Characteristic Test Method Lot Size Min No. of Tests Min Frequency of testing
2015-01-22_PSTS30_1_Annexure.docx