Q4 (25%): 0% Find the total air content (%) in the mix, knowing that the constructed pavement has a total weight (WT 798400 kg) and total volume (VT - 320 m³). The used aggregate is non-absorbent Ps₂-0 = % by Wt. of Material Total Mix Sp. Gravity (gm/cm³) (Gs) Coarse Aggregate 44 2.65 Fine Aggregate 40 2.70 Mincral Filler 11 2.80 Asphalt (Ps) 5 1.02
Q4 (25%): 0% Find the total air content (%) in the mix, knowing that the constructed pavement has a total weight (WT 798400 kg) and total volume (VT - 320 m³). The used aggregate is non-absorbent Ps₂-0 = % by Wt. of Material Total Mix Sp. Gravity (gm/cm³) (Gs) Coarse Aggregate 44 2.65 Fine Aggregate 40 2.70 Mincral Filler 11 2.80 Asphalt (Ps) 5 1.02
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Q4 (25%):
0%
Find the total air content (%) in the mix, knowing that the constructed pavement has a total weight
(WT 798400 kg) and total volume (VT - 320 m³). The used aggregate is non-absorbent Ps₂-0
=
% by Wt. of
Material
Total Mix
Sp. Gravity
(gm/cm³) (Gs)
Coarse Aggregate
44
2.65
Fine Aggregate
40
2.70
Mincral Filler
11
2.80
Asphalt (Ps)
5
1.02](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe539b050-6b1d-4e8a-959a-4012c5cd6c84%2F4adb1350-f965-4225-b692-059100a9965e%2F2s413kn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q4 (25%):
0%
Find the total air content (%) in the mix, knowing that the constructed pavement has a total weight
(WT 798400 kg) and total volume (VT - 320 m³). The used aggregate is non-absorbent Ps₂-0
=
% by Wt. of
Material
Total Mix
Sp. Gravity
(gm/cm³) (Gs)
Coarse Aggregate
44
2.65
Fine Aggregate
40
2.70
Mincral Filler
11
2.80
Asphalt (Ps)
5
1.02
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