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Problem 2. Combine the following aggregates to meet the given specifications: Sieve No. Specifications (Percent Passing...

Problem 2. Combine the following aggregates to meet the given specifications:

Sieve No.

Specifications

(Percent Passing by Wt.)

Crushed stone stockpiles
(Percent Passing by Wt.)

(mm)

A

B

C

D

25

100

100

19

90-100

79

12.5

18

100

9.5

60-75

6

68

4.75

45-55

4

25

100

2.36

29-39

3

7

95

1.18

2

4

60

100

0.60

10-20

1

2

41

95

0.30

1

2

31

66

0.15

1

1

22

39

0.075

3-7

1

1

15

30

A.        Given the values of specific gravity listed below for the aggregate gradings in Problem 2, determine the average coarse specific gravity, the average fine specific gravity and the overall average specific gravity using the combined percentages previously determined.

           

                        Gs for coarse fraction, aggregate                    A = 2.52

                        Gs for coarse fraction, aggregate                    B = 2.21

                        Gs for fine fraction, aggregate                        A = 2.82

                        Gs for fine fraction, aggregate                        B = 2.73

                        Gs for fine fraction, aggregate                        C = 2.63

                        Gs for fine fraction, aggregate                        D = 2.89

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