By Technical Committee B 510 1
Read or Download BS 594987:2007 Asphalt for roads and other paved areas – Specification for transport, laying and compaction and type testing protocols PDF
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Additional resources for BS 594987:2007 Asphalt for roads and other paved areas – Specification for transport, laying and compaction and type testing protocols
NOTE The trial strip may comprise a defined length within a normal paving operation. 2. 1. 2 Determine the maximum density of one of the samples from each location on the trial strip in accordance with BS EN 12697-5:2002, procedure A, in water and calculate the mean of these three values. 3 Analyse all four samples to determine binder content and grading in accordance with BS EN 12697-1 and BS EN 12697-2. 1 Take the cores as detailed in this subclause in accordance with BS EN 12697-27, no sooner than 12 hours after the end of the laying process and when the asphalt has cooled to ambient temperature.
1 Protocol for calibrating and operating indirect density gauges Gauge operation Indirect density gauges may be used to determine the in-situ density of a compacted asphalt layer. Take the density to be the mean value of three gauge readings taken at the test location, each spaced at approximately 120° apart. NOTE Using these gauges to monitor the density of HRA surface course with coated chipping is not recommended. 2). Carry out this procedure on at least two areas, one inside the compaction compliance limit and one outside where the difference in mean density determined by coring is not less than 4%.
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