Question

In: Civil Engineering

Mix the aggregates given the results of sieve analysis test in Table 1 in appropriate proportions,...

Mix the aggregates given the results of sieve analysis test in Table 1 in appropriate proportions, show the granulometry curves of each aggregate and mixture in Figure 2, calculate the fineness modulus (FM) of the mixture.

Sieve

Size

(mm)

31,5

16

8

4

2

1

0,5

0,25

A1(Passing) %P1

100

90

85

55

10

0

0

0

A2 (Retained,

g)

0

0

0

0

200

300

200

100

A3(100-%P3)

0

60

95

100

100

100

100

100

Solutions

Expert Solution

Column 1 Column 2 Column 3 = 100-column 2 Column 4 ,column 3 is changed into individual Column 5 Column 6, % calculated Column 7 Column 8, cumulative converted into normal Column 9 Column 10
Sieve Size A1 A1 A1 A2 A2 A3 A3 Mixutre Mixture cumulative retained
mm %P1 % cumulative retained % retained RETAINED G % retained 100-P, % % retained % retained of (A1+A2+A3)/3 %
31.5 100 0 0 0 0.00 0 0 0.00 0
16 90 10 10 0 0.00 60 60 23.33 23.33
8 85 15 5 0 0.00 95 35 13.33 36.67
4 55 45 30 0 0.00 100 5 11.67 48.33
2 10 90 45 200 25.00 100 0 23.33 71.67
1 0 100 10 300 37.50 100 0 15.83 87.50
0.5 0 100 0 200 25.00 100 0 8.33 95.83
0.25 0 100 0 100 12.50 100 0 4.17 100.00
463.33

comment for any doubt about this solution thank you

Don't forget to upvote if you got your answer


Related Solutions

please write for me an INTRODUCTION ( in detail ) about Sieve Analysis of Aggregates ....
please write for me an INTRODUCTION ( in detail ) about Sieve Analysis of Aggregates . Please use Computer Font.
Combine the following aggregates in the right proportions to produce a blend with the given target...
Combine the following aggregates in the right proportions to produce a blend with the given target gradation. Sieve size (mm) CA7 % Passing Washed Sand % Passing Dry Sand & Passing % Passing Target 19.00 100 100 100 100.0 12.50 98.8 100 100 100.0 9.50 62.1 100 100 93.0 4.75 2.1 98.1 100 62.0 2.36 0 81 99 45.0 1.18 0 69.9 80.7 35.0 0.60 0 50.6 59.9 25.0 0.30 0 20.7 40 15.0 0.150 0 5.1 24.2 9.0 0.075...
Include the following test result and discussion: The specific gravities and weight proportions for aggregates and...
Include the following test result and discussion: The specific gravities and weight proportions for aggregates and bitumen at certain asphalt content are given in the table below, assuming the asphalt absorption is zero. Find the air voids, volume of the bitumen, voids in mineral aggregates, and the voids filled with asphalt. Weight of the sample in the water is 1470 gm. Component Coarse aggregate Fine aggregate Filters Bitumen Weight (gm) 2030 320 150 100 Specific gravity 2.55 2.45 2.44 1.05
he results of ANOVA test are summarized in Table 1. Table 1. Shows the results of...
he results of ANOVA test are summarized in Table 1. Table 1. Shows the results of ANOVA for three different procedures Source Sum of Square d.f Mean Square F Between 160.13 80.97 9.17 Within (error) 104.80 8.73 Total 264.93 14 The degrees of freedom for between and within are: Select one: A. 1 and 13 respectively B. 2 and 12 respectively C. 3 and 11 respectively D. 4 and 10 respectively QUESTION 42 Not yet answered Marked out of 2.00...
The results of a standard Proctor test are given in the following table. a) Determine the...
The results of a standard Proctor test are given in the following table. a) Determine the maximum dry unit weight of compaction and the optimum moisture content. Given: Mold volume = 1/30 ft3. b) Determine the void ratio and the degree of saturation at the optimum moisture content. Given: Gs = 2.69. Trial no. Weight of moist soil in the mold (lb) Moisture content (%) 1 3.7 8.6 2 4.15 10.6 3 4.69 12.5 4 4.62 14.9 5 4.02 16.7...
Laboratory compaction test results for a cohesive soil are given in the following table: Water Content...
Laboratory compaction test results for a cohesive soil are given in the following table: Water Content (%) Dry Density (pcf) 12.0 116.2 13.6 117.6 14.8 117.9 16.1 116.5 17.2 113.6                                                                                                                Plot Diagram with labels and sample test labels Specifications call for a fill dry density of 114 pcf and further require that the fill be compacted at optimum water content for the field compactive effort. For the following field density test results on a fill, explain how you alter...
For each of the following sets of results, compute the appropriate test statistic, test the indicated...
For each of the following sets of results, compute the appropriate test statistic, test the indicated alternative hypothesis, and compute the effects size(s) indicating their magnitude: set hypothesis 1 2 D n α a) μ1 ≠ μ2 32.6 32.1 4.2 24 0.05 b) μ1 > μ2 101.9 95 10 27 0.01 c) μ1 < μ2 74.6 70.2 6.6 24 0.10 a) Compute the appropriate test statistic(s) to make a decision about H0. critical value? =  ; test statistic? = Decision?:  ---Select--- Reject...
For each of the following sets of results, compute the appropriate test statistic, test the indicated...
For each of the following sets of results, compute the appropriate test statistic, test the indicated alternative hypothesis, and compute the effects size(s) indicating their magnitude: set Hypothesis μ0 σ n α a) μ ≠ μ0 51.4 50 3.6 49 0.05 b) μ > μ0 39.7 40.1 6.2 31 0.15 c) μ < μ0 31.8 30 8.9 33 0.10 a) Compute the appropriate test statistic(s) to make a decision about H0. critical value =__________ ; test statistic = ________________ Decision:  ***(choose...
For each of the following sets of results, compute the appropriate test statistic, test the indicated...
For each of the following sets of results, compute the appropriate test statistic, test the indicated alternative hypothesis, and compute the effects size(s) indicating their magnitude: set Hypothesis μ0 σ n α a) μ ≠ μ0 54.4 50.4 3 30 0.20 b) μ > μ0 43 40.5 6.5 40 0.10 c) μ < μ0 38.8 32 9.6 34 0.01 a) Compute the appropriate test statistic(s) to make a decision about H0. critical value = _______; test statistic = ____________ Decision:...
For each of the following sets of results, compute the appropriate test statistic, test the indicated...
For each of the following sets of results, compute the appropriate test statistic, test the indicated alternative hypothesis, and compute the effects size(s) indicating their magnitude: set Hypothesis μ0 n α a) μ ≠ μ0 99.9 99.1 3 26 0.05 b) μ > μ0 22.6 20.6 6.6 27 0.10 c) μ < μ0 49.1 55 8.1 23 0.01 a) Compute the appropriate test statistic(s) to make a decision about H0. critical value =  ; test statistic =   Decision:  ---Select--- Reject H0 Fail...
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT