YT1 Materials Engineer EXAM
問題一覧
1
1 set per 75m3
2
11
3
25
4
63
5
32°C
6
3"
7
Slump test
8
25
9
67mm
10
155mm
11
23 + - 2 °C
12
Moist
13
20H
14
All of the set of 3 exceeds specified strength and no individual strength deficient of by 15%
15
Average strength of cores is equal to at least 85% and no single core is less than 75% f'c.
16
4-6 rpm
17
1.5m
18
P
19
9.5 bags
20
4.750 mm (#4)
21
90
22
30mm diameter, 2m long
23
7850 kg/m3
24
0.617 kg
25
9.468 kg
26
6%
27
Scarify and dry the soil by exposing it to air under suitable conditions
28
Sheep's foot roller
29
By submerging into water
30
Sample of moist soil molded and rolled into thin threads without breaking or crumbling
31
1/8" (3mm)
32
Remove and replace with more suitable materials
33
Revise the quality control program
34
Recommend immediately adjusted price of payment with respect to the deficiency incurred
35
6
36
600m
37
Beam
38
3.8 MPa (@ 14days)
39
364 kg
40
60 cm
41
15
42
6mm width and 50mm depth
43
4 to 24 hours
44
1.5 meters
45
1.5mm
46
3mm
47
Less than 5
48
5
49
5m
50
Remove and replace/no payment
51
101.86
52
24 hours
53
Tack coat
54
Granular materials
55
Silty clay materials
56
20mm
57
12 hours
58
10
59
Abrasion and absorption
60
Gradation and mortar strength
61
Abrasion test and sieve analysis (grading)
62
Gravel
63
DPWH Project Engineer
64
46.8mm
65
0.5%
66
12
67
10kg
68
10 - 40mm
69
6
70
Three-edge bearing test
71
Tack coat
72
Crushed gravel or stone
73
Type I
74
False
75
AASHTO T-180
76
True
77
Group A-3
78
1 cu.m.
79
2pcs 100mm (taken at both ends w/o threads)
80
5.0%
81
Three weeks
82
Consistency
83
40 tons
84
Blue smoke
85
1.5m
86
Hygroscopic Moisture Content
87
Item 301
88
159°C
89
7
90
Not greater than 4
91
21% and 79%
92
96.15%
93
10°C
94
3.0m
95
Good soil
96
Shrinkage Limit
97
Group Index
98
Maybe sampling is incorrect.
99
Quality control program
100
Status of test
Project Engineer EXAM
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98問 • 1年前Plumbing Tools 1
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87問 • 1年前Plumbing Tools 2
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53問 • 1年前Practical Problems and Experiences 1
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Vaantoote · 100問 · 1年前Practical Problems and Experiences 1
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100問 • 1年前Practical Problems and Experiences 2
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Vaantoote · 100問 · 1年前Practical Problems and Experiences 2
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100問 • 1年前Practical Problems and Experiences 3
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Vaantoote · 99問 · 1年前Practical Problems and Experiences 3
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99問 • 1年前Practical Problems and Experiences 4
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100問 • 1年前PART A - Facilities for the Engineer
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Vaantoote · 9問 · 1年前PART A - Facilities for the Engineer
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9問 • 1年前PART B - Other General Requirements
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Vaantoote · 13問 · 1年前PART B - Other General Requirements
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13問 • 1年前Practical Problems and Experiences 5
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Vaantoote · 100問 · 1年前Practical Problems and Experiences 5
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100問 • 1年前Practical Problems and Experiences 6
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100問 • 1年前Plumbing Arithmetic Terms 1
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Vaantoote · 49問 · 1年前Plumbing Arithmetic Terms 1
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49問 • 1年前Plumbing Arithmetic Terms 2
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Vaantoote · 47問 · 1年前Plumbing Arithmetic Terms 2
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47問 • 1年前Plumbing Arithmetic Terms 3
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27問 • 1年前Plumbing Code WSFU
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70問 • 1年前Item # and Descriptions
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24問 • 1年前Item 200 Aggregate Subbase Course
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Vaantoote · 16問 · 1年前Item 200 Aggregate Subbase Course
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16問 • 1年前Item 201 Aggregate Base Course
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Vaantoote · 16問 · 1年前Item 201 Aggregate Base Course
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16問 • 1年前Item 202 Crushed Aggregate Base Course
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Vaantoote · 18問 · 1年前Item 202 Crushed Aggregate Base Course
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18問 • 1年前Item 203 Lime Stabilized Road Mix Base Course
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Vaantoote · 27問 · 1年前Item 203 Lime Stabilized Road Mix Base Course
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27問 • 1年前Item 204 Portland Cement Stabilized Road Mix Base Course
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Vaantoote · 7問 · 1年前Item 204 Portland Cement Stabilized Road Mix Base Course
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7問 • 1年前Item 205 Asphalt Stabilized Road Mix Base Course
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Vaantoote · 7問 · 1年前Item 205 Asphalt Stabilized Road Mix Base Course
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7問 • 1年前Item 207 Portland Cement Stabilized Treated Plant Mix Base Course
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11問 • 1年前Item 301 Bituminous Prime Coat
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94問 • 1年前RNPCP Chapter 10 to 13
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93問 • 1年前RNPCP Appendix A and B
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79問 • 1年前Item 311 Portland Cement Concrete Pavement (PART 1)
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78問 • 1年前Item 311 Portland Cement Concrete Pavement (PART 2)
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9問 • 1年前Plumbing Arithmetic Terms 5
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68問 • 1年前Item 400 Piling
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Vaantoote · 80問 · 1年前Item 400 Piling
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80問 • 1年前Item 405 Structural Concrete
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Vaantoote · 41問 · 1年前Item 405 Structural Concrete
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41問 • 1年前Item 406 Prestressed Concrete Structures
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Vaantoote · 36問 · 1年前Item 406 Prestressed Concrete Structures
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36問 • 1年前Item 407 Concrete Structures
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Vaantoote · 31問 · 1年前Item 407 Concrete Structures
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22問 • 1年前Principles and Code of Ethics
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29問 • 1年前Plumbing Arithmetic Problems 1
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Vaantoote · 75問 · 1年前Plumbing Arithmetic Problems 1
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75問 • 1年前問題一覧
1
1 set per 75m3
2
11
3
25
4
63
5
32°C
6
3"
7
Slump test
8
25
9
67mm
10
155mm
11
23 + - 2 °C
12
Moist
13
20H
14
All of the set of 3 exceeds specified strength and no individual strength deficient of by 15%
15
Average strength of cores is equal to at least 85% and no single core is less than 75% f'c.
16
4-6 rpm
17
1.5m
18
P
19
9.5 bags
20
4.750 mm (#4)
21
90
22
30mm diameter, 2m long
23
7850 kg/m3
24
0.617 kg
25
9.468 kg
26
6%
27
Scarify and dry the soil by exposing it to air under suitable conditions
28
Sheep's foot roller
29
By submerging into water
30
Sample of moist soil molded and rolled into thin threads without breaking or crumbling
31
1/8" (3mm)
32
Remove and replace with more suitable materials
33
Revise the quality control program
34
Recommend immediately adjusted price of payment with respect to the deficiency incurred
35
6
36
600m
37
Beam
38
3.8 MPa (@ 14days)
39
364 kg
40
60 cm
41
15
42
6mm width and 50mm depth
43
4 to 24 hours
44
1.5 meters
45
1.5mm
46
3mm
47
Less than 5
48
5
49
5m
50
Remove and replace/no payment
51
101.86
52
24 hours
53
Tack coat
54
Granular materials
55
Silty clay materials
56
20mm
57
12 hours
58
10
59
Abrasion and absorption
60
Gradation and mortar strength
61
Abrasion test and sieve analysis (grading)
62
Gravel
63
DPWH Project Engineer
64
46.8mm
65
0.5%
66
12
67
10kg
68
10 - 40mm
69
6
70
Three-edge bearing test
71
Tack coat
72
Crushed gravel or stone
73
Type I
74
False
75
AASHTO T-180
76
True
77
Group A-3
78
1 cu.m.
79
2pcs 100mm (taken at both ends w/o threads)
80
5.0%
81
Three weeks
82
Consistency
83
40 tons
84
Blue smoke
85
1.5m
86
Hygroscopic Moisture Content
87
Item 301
88
159°C
89
7
90
Not greater than 4
91
21% and 79%
92
96.15%
93
10°C
94
3.0m
95
Good soil
96
Shrinkage Limit
97
Group Index
98
Maybe sampling is incorrect.
99
Quality control program
100
Status of test