Arra 3
Promotional Examination
問題一覧
1
Almost zero
2
Be retested prior to use
3
150-200
4
Asphalt cement
5
Brown
6
Portland Pozzoland cement type IP
7
It is at optimum moisture
8
Every 200 linear meter per lane
9
Water reducing admixture
10
Is considered inadequate
11
At least one set 3 concrete beams 75cu.m. or fraction thereof
12
Honeycomb
13
All of the above
14
Accept the section at an adjusted price due to thickness deficience
15
100mm
16
a and c
17
Remove and replace the area represented by the failes core sample
18
Viscosity
19
Scaling
20
Flash point
21
Overhaul materials
22
200 Im per lane
23
Reject the mix
24
Accept the section at and adjusted price due to strength deficiency
25
Field density test
26
Topsoil
27
Thickness determination
28
One meter
29
Shoving
30
Unstable base material
31
Apparent Specific Gravity
32
6%-8%
33
335 sq.m
34
5 mm
35
At optimum moisture content
36
One (1) for every 3,000 m3 per source of fraction thereof
37
Increase Workability
38
At least 50% of the total number of bored piles
39
For every 100 linear meter per lane
40
7 layers
41
By spraying plasticizer compound on top of the pavement after the concrete has been broom in finish
42
Require the contractor to prepare test specimens
43
Shall be less than 90% of the minimum specified reflective brightness value
44
Reject the material
45
97 mass percent
46
All of the above
47
Sieve # 12
48
7 days
49
Honeycomb
50
ASTM C595
PE/PI/ME Exam
PE/PI/ME Exam
denis cagomoc · 106問 · 2年前PE/PI/ME Exam
PE/PI/ME Exam
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PE / PI / ME Exam 2
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PE/ME Exam 4
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DO 189 s 2022
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PE/ME 5
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Gilbert
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Arra 2
denis cagomoc · 50問 · 1年前Arra 2
Arra 2
50問 • 1年前Arra 4
Arra 4
denis cagomoc · 67問 · 1年前Arra 4
Arra 4
67問 • 1年前問題一覧
1
Almost zero
2
Be retested prior to use
3
150-200
4
Asphalt cement
5
Brown
6
Portland Pozzoland cement type IP
7
It is at optimum moisture
8
Every 200 linear meter per lane
9
Water reducing admixture
10
Is considered inadequate
11
At least one set 3 concrete beams 75cu.m. or fraction thereof
12
Honeycomb
13
All of the above
14
Accept the section at an adjusted price due to thickness deficience
15
100mm
16
a and c
17
Remove and replace the area represented by the failes core sample
18
Viscosity
19
Scaling
20
Flash point
21
Overhaul materials
22
200 Im per lane
23
Reject the mix
24
Accept the section at and adjusted price due to strength deficiency
25
Field density test
26
Topsoil
27
Thickness determination
28
One meter
29
Shoving
30
Unstable base material
31
Apparent Specific Gravity
32
6%-8%
33
335 sq.m
34
5 mm
35
At optimum moisture content
36
One (1) for every 3,000 m3 per source of fraction thereof
37
Increase Workability
38
At least 50% of the total number of bored piles
39
For every 100 linear meter per lane
40
7 layers
41
By spraying plasticizer compound on top of the pavement after the concrete has been broom in finish
42
Require the contractor to prepare test specimens
43
Shall be less than 90% of the minimum specified reflective brightness value
44
Reject the material
45
97 mass percent
46
All of the above
47
Sieve # 12
48
7 days
49
Honeycomb
50
ASTM C595