Arra 2
Reviewer
問題一覧
1
80
2
Not acceptable
3
laboratory compaction
4
To prevent asphalt from hardening
5
Alr content
6
All of the above
7
Curing
8
All of the above
9
Ductility test
10
Both a and b
11
Low
12
At least 30
13
Adjust the water content
14
Falling weight defectometer equipment
15
None of the above
16
130
17
Concrete workability
18
At least 85% of and no single core ls less than 75% of f'c
19
Excessive asphalt cement
20
20kgs
21
2hrs
22
DPWH materials engineer
23
All of the above
24
50%, No
25
Hot climate
26
Middle
27
0.45
28
Operator must wear thick clothes
29
To determine the required pile length
30
Conduct immediate ratesting of the materials for verification purposes
31
36C
32
It signifies pre-hydration or moistwre uptake of cement while it is shelved
33
stabilization
34
None of the above
35
Sampling
36
Organic materials such as peat and muck
37
Optimum moisture content
38
Cylinder
39
Iterm 201 contains less binder and smaller size of gravel than Item 200
40
6%
41
1.576
42
Different color after it has hardened
43
Hot weather
44
Reject the concrete mixture
45
3 Iayers over the full width of 4.5m
46
At least 3 cores
47
Temperature of mix
48
Emulsified asphalt
49
Perform and re-test since the date is inclusive
50
Materials logbook
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1
80
2
Not acceptable
3
laboratory compaction
4
To prevent asphalt from hardening
5
Alr content
6
All of the above
7
Curing
8
All of the above
9
Ductility test
10
Both a and b
11
Low
12
At least 30
13
Adjust the water content
14
Falling weight defectometer equipment
15
None of the above
16
130
17
Concrete workability
18
At least 85% of and no single core ls less than 75% of f'c
19
Excessive asphalt cement
20
20kgs
21
2hrs
22
DPWH materials engineer
23
All of the above
24
50%, No
25
Hot climate
26
Middle
27
0.45
28
Operator must wear thick clothes
29
To determine the required pile length
30
Conduct immediate ratesting of the materials for verification purposes
31
36C
32
It signifies pre-hydration or moistwre uptake of cement while it is shelved
33
stabilization
34
None of the above
35
Sampling
36
Organic materials such as peat and muck
37
Optimum moisture content
38
Cylinder
39
Iterm 201 contains less binder and smaller size of gravel than Item 200
40
6%
41
1.576
42
Different color after it has hardened
43
Hot weather
44
Reject the concrete mixture
45
3 Iayers over the full width of 4.5m
46
At least 3 cores
47
Temperature of mix
48
Emulsified asphalt
49
Perform and re-test since the date is inclusive
50
Materials logbook