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Pavement Evaluation (Degree of Compaction (a) M.S.C in air
b) M.S.C in…
Pavement Evaluation
Conclusion
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2) Bitumen Content
if exceed limit, that is mean the bitumen content used are higher than specification.
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Degree of Compaction
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2) Bulk Specific Gravity of Cored Sample, d
= a/(c-b)
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3) Degree of Compaction, %
= (Specific Gravity Core / Specific Gravity Marshall x 100%
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Bitumen Content
a) Mass of sample, w1
b) Mass of filter ring, w2
c) Mass of filter + ring, w3
d) Mass of extracted sample, w4
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Aggregate Distribution
Binder Course
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2)Percentage Passing, %
= (Mass passing / Total mass) x 100%
Wearing Course
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2)Percentage Passing, %
= (Mass passing / Total mass) x 100%