a) Distinguish clearly between hot-mix asphalt and warm-mix asphalt. Why is the latter set to become the mix of the future in asphalt pavement works? b) Explain why asphalt concrete samples from the hot-mix plant are taken for compaction in the laboratory during asphalt overlay construction.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Q. 3
a) Distinguish clearly between hot-mix asphalt and warm-mix asphalt. Why is the latter set to
become the mix of the future in asphalt pavement works?
b) Explain why asphalt concrete samples from the hot-mix plant are taken for compaction in the
laboratory during asphalt overlay construction.
c) The following data was taken from a laboratory work sheet on the design of asphalt concrete
by the Superpave procedure for a selected aggregate structure:
Trial Mix 1
%Gmm@Ndegn=96%, Qam=2470kg/m
Trial Mix 2
P.=5.0%, Gmb@Nasgn=2.305
Based on the data, determine the following:
i.
P, of Mix 1
11.
VMA of Mix 1
111.
Gmm of Mix 2
Take Ga =2.65, G=2.69, for the aggregates and G,=1.02 for the bitumen used.
Transcribed Image Text:Q. 3 a) Distinguish clearly between hot-mix asphalt and warm-mix asphalt. Why is the latter set to become the mix of the future in asphalt pavement works? b) Explain why asphalt concrete samples from the hot-mix plant are taken for compaction in the laboratory during asphalt overlay construction. c) The following data was taken from a laboratory work sheet on the design of asphalt concrete by the Superpave procedure for a selected aggregate structure: Trial Mix 1 %Gmm@Ndegn=96%, Qam=2470kg/m Trial Mix 2 P.=5.0%, Gmb@Nasgn=2.305 Based on the data, determine the following: i. P, of Mix 1 11. VMA of Mix 1 111. Gmm of Mix 2 Take Ga =2.65, G=2.69, for the aggregates and G,=1.02 for the bitumen used.
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