Question: Shown in the table below are specified grading for a road base material and the gradings of theShown in the table below are specified grading

Shown in the table below are specified grading for a road base material and the gradings of theShown in the table below are specified grading for a road base material and the gradings of the two aggregate materials A and B that are available. Determine the proportion that could be adopted for blending the two aggregates A and B to satisfy the specified grading. Also, if aggregates A and B have bulk specific gravities of 2.45 and 2.67 respectively, calculate the specific gravity of the blended aggregates.
\table[[Aggregate,\table[[50],[mm]],\table[[37.5],[mm]],\table[[25],[mm]],\table[[19],[mm]],\table[[12.5],[mm]],\table[[9.5],[mm]],\table[[4.75],[mm]],\table[[2.36],[mm]],\table[[0.425],[mm]],\table[[0.075],[mm]]],[Specification,100,\table[[85-],[100]],\table[[70-],[90]],\table[[60-],[80]],\table[[48-],[72]],\table[[42-],[66]],\table[[28-],[55]],\table[[20-],[44]],9-25,4-15],[Target,,,,,,,,,,],[Aggregate A,100,89,74,60.4,46,38.5,20,7.1,0.1,0],[Aggregate B,100,100,100,100,96.2,91.5,76.1,62,32.1,16.4]]
two aggregate materials A and B that are available. Determine the proportion that could be adopted
for blending the two aggregates A and B to satisfy the specified grading. Also, if aggregates A and
B have bulk specific gravities of 2.45 and 2.67 respectively, calculate the specific gravity of the
blended aggregates.
Aggregate 50
mm
37.5
mm
25
mm
19
mm
12.5
mm
9.5
mm
4.75
mm
2.36
mm
0.425
mm
0.075
mm
Specification 10085
100
70
90
60
80
48
72
42
66
28
55
20
44
925415
Target
Aggregate A 100897460.44638.5207.10.10
Aggregate B 10010010010096.291.576.16232.116.4
Shown in the table below are specified grading

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