Determine the suitability of the aggregate, with the gradation tabulated below, for use in Portland cement concrete. Review the grain size distribution to determine if it meets all of the relevant specifications for use in concrete (i.e. gradation limits, fineness modulus and % fines). Refer to the specification for concrete aggregates (Table 7 – 10) below:

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Determine the suitability of the aggregate, with the gradation tabulated below, for use in Portland cement concrete. Review the grain size distribution to determine if it meets all of the relevant specifications for use in concrete (i.e. gradation limits, fineness modulus and % fines). Refer to the specification for concrete aggregates (Table 7 – 10) below:

 

Grain Size (mm)

% Passing

Cum %Retained

25

100

 

19

100

 

12.5

100

 

9.5

100

 

4.75

95

 

2.36

85

 

1.18

55

 

0.6

30

 

0.3

15

 

0.15

8

 

0.075

6

 

 

 

Fineness Modulus - write answer to two decimal places 

Percent fines - write answer to the nearest whole number  %

Meets Gradation Limits? - y/n (only type lower case "y" for yes and lower case "n" for no) 

Suitable for use in portland cement concrete subject to abrasion? - y/n (only type lower case "y" for yes and lower case "n" for no) 

 

Table 7-10 Specifications for Concrete Aggregates
Ene Aggregates:
a) Gradation limits:
Sieve
9.5 mm
4.75 mm
2.36 mm
1.18 mm
600 μι
300 μm
150 μm
(not over 45% passing any sieve shall be retained on the next consecutive sieve.)
D) Fineness modulus shall be between 2.3 and 3.1.
c) Free from injurious amounts of organic impurities.
d) Not over 3% clay lumps and friable particles.
e) Not over 5% finer than 75 um(3% for concrete subject to abrasion).
(f) Not over 1% coal and lignite (0.5% if appearance is important).
(g) Not deleteriously reactive (if exposed concrete).
(h) Not over 10% loss in the soundness test (15% when magnesium sulfate is used).
Percentage Passing
100
95-100
80-100
50-85
25-60
10-30
2-10
Transcribed Image Text:Table 7-10 Specifications for Concrete Aggregates Ene Aggregates: a) Gradation limits: Sieve 9.5 mm 4.75 mm 2.36 mm 1.18 mm 600 μι 300 μm 150 μm (not over 45% passing any sieve shall be retained on the next consecutive sieve.) D) Fineness modulus shall be between 2.3 and 3.1. c) Free from injurious amounts of organic impurities. d) Not over 3% clay lumps and friable particles. e) Not over 5% finer than 75 um(3% for concrete subject to abrasion). (f) Not over 1% coal and lignite (0.5% if appearance is important). (g) Not deleteriously reactive (if exposed concrete). (h) Not over 10% loss in the soundness test (15% when magnesium sulfate is used). Percentage Passing 100 95-100 80-100 50-85 25-60 10-30 2-10
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