PE / PI / ME EXAM 3
問題一覧
1
1.0 meter
2
Weekiy
3
Maximum dry density
4
Distribution canal
5
Quarter point
6
Cofferdams
7
River training works
8
Wing wall
9
Nuclear Density Test
10
Camber
11
Fill all voids and eliminate honeycombs
12
Pruning
13
40mm
14
7 Days
15
1m
16
Air content
17
Project Engineer
18
Low
19
slope protection works
20
date of project acceptance
21
1 to 4
22
Prepare to stop (T1-18 )
23
Adjacent Clearance Area
24
20-30 meters
25
45 minutes
26
4.75 mm sieve
27
10
28
25
29
3-m Straight Edge
30
97
31
Marshall Stability Method
32
200 psi
33
70
34
Construction Schedule
35
Basis of Payment
36
PDM Network Diagram
37
Cash Flow
38
S-Curve
39
Bar Chart
40
Pert/CPM and PDM Network
41
Critical Path
42
15%
43
10%
44
Bailey Bridge
45
Use dowel bars (Deformed Bars)
46
Relieve Compression Stresses
47
Deformed Bar
48
50
49
75 cu.m
50
1 Part-time safety man
51
Waterproofing
52
3 m
53
Mobilization
54
30 C.D
55
1%
56
10 C.D
57
1.5 m
58
Single Column or T- Belt
59
National Building Code
60
Spread Column
61
24 hrs.
62
Planning
63
3 weeks
64
1.0 m
65
48 hrs.
66
0.33 liter
67
50 mm
68
1:2
69
0.90 m
70
50 M and Above
71
1.50 m
72
300 mm
73
1.0 m
74
0.80 m
75
300 mm
76
0.80 m
77
Project Engineer
78
1.20 m
79
3.70 m
80
Detour Road
81
60 m
82
Access Road
83
90 m
84
Revised Plans
85
0.80 m
86
As-Stake Survey
87
Pre-Construction Conference
88
0.80 m
89
Slope Protection Structures
90
0.80 m
91
1.50 mx 1.80 m
92
Earth and Gravel Road
93
1.10 mx1.40 m
94
Farm to Market Road
95
0.80 m
96
15 m & 6.10 m
97
30 m
98
15 m & 6.10 m
99
1.20 m
100
20 m & 6.70 m
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1
1.0 meter
2
Weekiy
3
Maximum dry density
4
Distribution canal
5
Quarter point
6
Cofferdams
7
River training works
8
Wing wall
9
Nuclear Density Test
10
Camber
11
Fill all voids and eliminate honeycombs
12
Pruning
13
40mm
14
7 Days
15
1m
16
Air content
17
Project Engineer
18
Low
19
slope protection works
20
date of project acceptance
21
1 to 4
22
Prepare to stop (T1-18 )
23
Adjacent Clearance Area
24
20-30 meters
25
45 minutes
26
4.75 mm sieve
27
10
28
25
29
3-m Straight Edge
30
97
31
Marshall Stability Method
32
200 psi
33
70
34
Construction Schedule
35
Basis of Payment
36
PDM Network Diagram
37
Cash Flow
38
S-Curve
39
Bar Chart
40
Pert/CPM and PDM Network
41
Critical Path
42
15%
43
10%
44
Bailey Bridge
45
Use dowel bars (Deformed Bars)
46
Relieve Compression Stresses
47
Deformed Bar
48
50
49
75 cu.m
50
1 Part-time safety man
51
Waterproofing
52
3 m
53
Mobilization
54
30 C.D
55
1%
56
10 C.D
57
1.5 m
58
Single Column or T- Belt
59
National Building Code
60
Spread Column
61
24 hrs.
62
Planning
63
3 weeks
64
1.0 m
65
48 hrs.
66
0.33 liter
67
50 mm
68
1:2
69
0.90 m
70
50 M and Above
71
1.50 m
72
300 mm
73
1.0 m
74
0.80 m
75
300 mm
76
0.80 m
77
Project Engineer
78
1.20 m
79
3.70 m
80
Detour Road
81
60 m
82
Access Road
83
90 m
84
Revised Plans
85
0.80 m
86
As-Stake Survey
87
Pre-Construction Conference
88
0.80 m
89
Slope Protection Structures
90
0.80 m
91
1.50 mx 1.80 m
92
Earth and Gravel Road
93
1.10 mx1.40 m
94
Farm to Market Road
95
0.80 m
96
15 m & 6.10 m
97
30 m
98
15 m & 6.10 m
99
1.20 m
100
20 m & 6.70 m