PE/PI/ME Exam
問題一覧
1
Within the middle third of the height of the column
2
Contractor's PE
3
5 years
4
Gray
5
Assignment of an additional project manager
6
Any DPWH accredited private testing laboratory
7
Scheduling of delivery of materials
8
Test pile
9
DOST Testing Laboratory
10
Precedence Diagram Method
11
40 kg/bag
12
15% of f'c
13
20mm
14
6%
15
Degree of Compaction
16
3 days
17
MC-800
18
superelevation
19
Once the source is identified
20
Cylinder
21
Termination of default
22
Contractor's ME
23
Driven
24
25%
25
25mm
26
80%
27
24 hours
28
Prime Coat
29
150mm
30
100 to 200 upstream and downstream
31
Pile Records
32
15 seconds
33
1.5 mm
34
1/2
35
Pneumatic - Tired Roller
36
Tack Coat
37
300 mm greater than the diameter of the pipe
38
0.20 - 0.70 Liter/Sq.m.
39
5.03
40
6 %
41
95 %
42
100 %
43
3.70
44
3.85
45
22
46
Hydration
47
High - Strain Dynamic Test
48
Riprap
49
American Society for Testing and Materials
50
5 %
51
Load Bearing Capacity
52
Staggered 2.0 meters Horizontal
53
Penetrometer
54
Concrete Spacers
55
Barrier Board
56
Subgrade Preparation
57
2 layers over the full width of 4.5m
58
3 days
59
Revetment
60
Spread Foundations
61
Certificate of Quality Control Assurance
62
Three Months
63
150 mm
64
18,000 lb ( 80 KN ) Single Axle Load
65
Redo the construction of the asphalt overlay
66
Equivalent maintenance kilometre
67
2 to 3
68
Headwater depth
69
Penetrometer
70
50mm & 6mm
71
1 deep drill for each abutment (30 meter min.) 1 boring for each pier for multi-span (3.0 m into bed rocks)
72
overlaying
73
Portland Cement Concrete Pavement
74
3
75
Class B
76
3
77
Expansion joints
78
Dry
79
Soft
80
From side of shoulder to center of the roadway
81
Punch list
82
1 to 4
83
Structural numbers
84
7/28
85
Project is delayed
86
About 500 sq.m.
87
1:4
88
20X40cm
89
Drop Hammer
90
50
91
4/24
92
Construction Safety and Health Program
93
13
94
1½ corrugation
95
600mm
96
72 hrs.
97
Sub structure
98
107
99
9.1
100
Watertight
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67問 • 1年前問題一覧
1
Within the middle third of the height of the column
2
Contractor's PE
3
5 years
4
Gray
5
Assignment of an additional project manager
6
Any DPWH accredited private testing laboratory
7
Scheduling of delivery of materials
8
Test pile
9
DOST Testing Laboratory
10
Precedence Diagram Method
11
40 kg/bag
12
15% of f'c
13
20mm
14
6%
15
Degree of Compaction
16
3 days
17
MC-800
18
superelevation
19
Once the source is identified
20
Cylinder
21
Termination of default
22
Contractor's ME
23
Driven
24
25%
25
25mm
26
80%
27
24 hours
28
Prime Coat
29
150mm
30
100 to 200 upstream and downstream
31
Pile Records
32
15 seconds
33
1.5 mm
34
1/2
35
Pneumatic - Tired Roller
36
Tack Coat
37
300 mm greater than the diameter of the pipe
38
0.20 - 0.70 Liter/Sq.m.
39
5.03
40
6 %
41
95 %
42
100 %
43
3.70
44
3.85
45
22
46
Hydration
47
High - Strain Dynamic Test
48
Riprap
49
American Society for Testing and Materials
50
5 %
51
Load Bearing Capacity
52
Staggered 2.0 meters Horizontal
53
Penetrometer
54
Concrete Spacers
55
Barrier Board
56
Subgrade Preparation
57
2 layers over the full width of 4.5m
58
3 days
59
Revetment
60
Spread Foundations
61
Certificate of Quality Control Assurance
62
Three Months
63
150 mm
64
18,000 lb ( 80 KN ) Single Axle Load
65
Redo the construction of the asphalt overlay
66
Equivalent maintenance kilometre
67
2 to 3
68
Headwater depth
69
Penetrometer
70
50mm & 6mm
71
1 deep drill for each abutment (30 meter min.) 1 boring for each pier for multi-span (3.0 m into bed rocks)
72
overlaying
73
Portland Cement Concrete Pavement
74
3
75
Class B
76
3
77
Expansion joints
78
Dry
79
Soft
80
From side of shoulder to center of the roadway
81
Punch list
82
1 to 4
83
Structural numbers
84
7/28
85
Project is delayed
86
About 500 sq.m.
87
1:4
88
20X40cm
89
Drop Hammer
90
50
91
4/24
92
Construction Safety and Health Program
93
13
94
1½ corrugation
95
600mm
96
72 hrs.
97
Sub structure
98
107
99
9.1
100
Watertight