問題一覧
1
Prevent water from stagnating on carriageway
2
Project Engineer
3
Mean Sea Level
4
Allowed to submit bids
5
30th Highest Hourly Volume
6
1.0m long
7
50mm
8
150mm
9
Site Instruction
10
California Bearing Ratio (CBR) test
11
24
12
About 500 sqm
13
ensure bond between new mix and old surface
14
1.5m
15
strength verification of concrete in-place that is considered adequate
16
Ripper
17
550psi
18
75cu.m.
19
Laid with its longest axis perpendicular to the slope
20
95%
21
Project Engineer
22
Resume Order
23
bottom of slope
24
periodic maintainance
25
Job-Mix Formula
26
15 seconds
27
Liquidated damages
28
100mm
29
Photographs
30
curing
31
0.2 - 0.7 L/m2
32
coastal protection works
33
10%
34
Sulfur Injection
35
Portland Pozzolan Type IP
36
Cold joint
37
Beam samples
38
Materials Engineer
39
Project Inspector
40
overlaying
41
Logbook
42
volume
43
Prime Coat
44
3.0m
45
1
46
500 sqm
47
Stationings and Matching Lines
48
9.1
49
5
50
S Curve
51
Quarter point
52
1
53
10%
54
4 (urban and rural)
55
15%
56
3
57
1/10 of 1 percent
58
Velocity Area Method
59
Diesel Hammer
60
Pneumatic Tire Roller
61
PDM (Precedence Diagram Method)
62
It should begin from the sides and proceed longitudinally parallel toward the road center line, each trip overlapping one half of the roller's width.
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50問 • 16日前問題一覧
1
Prevent water from stagnating on carriageway
2
Project Engineer
3
Mean Sea Level
4
Allowed to submit bids
5
30th Highest Hourly Volume
6
1.0m long
7
50mm
8
150mm
9
Site Instruction
10
California Bearing Ratio (CBR) test
11
24
12
About 500 sqm
13
ensure bond between new mix and old surface
14
1.5m
15
strength verification of concrete in-place that is considered adequate
16
Ripper
17
550psi
18
75cu.m.
19
Laid with its longest axis perpendicular to the slope
20
95%
21
Project Engineer
22
Resume Order
23
bottom of slope
24
periodic maintainance
25
Job-Mix Formula
26
15 seconds
27
Liquidated damages
28
100mm
29
Photographs
30
curing
31
0.2 - 0.7 L/m2
32
coastal protection works
33
10%
34
Sulfur Injection
35
Portland Pozzolan Type IP
36
Cold joint
37
Beam samples
38
Materials Engineer
39
Project Inspector
40
overlaying
41
Logbook
42
volume
43
Prime Coat
44
3.0m
45
1
46
500 sqm
47
Stationings and Matching Lines
48
9.1
49
5
50
S Curve
51
Quarter point
52
1
53
10%
54
4 (urban and rural)
55
15%
56
3
57
1/10 of 1 percent
58
Velocity Area Method
59
Diesel Hammer
60
Pneumatic Tire Roller
61
PDM (Precedence Diagram Method)
62
It should begin from the sides and proceed longitudinally parallel toward the road center line, each trip overlapping one half of the roller's width.