問題一覧
1
1:5 to 1:9
2
4.5 to 8.5
3
1.4 MPa
4
apply quartering method and get two opposite sides as samples
5
3,720 psi
6
36 QT
7
2 layers over full width of 4.35m
8
No. 160
9
3 mm
10
Sieve No. 10
11
1 - 2 l/sqm
12
150 mm
13
40 - 75mm
14
230 kN/mm^2
15
1.5 MPa
16
10 kN
17
1:3
18
50m
19
4
20
3.0 m/km
21
20 - 50 psi/sec
22
Soundness
23
110+-5°C
24
Nuclear Density Gauge
25
Reclaimed asphalt pavement (RAP)
26
+-5%
27
10mm
28
Discard the mix
29
Samples are in crate with saw dust and rice straw or even sand the least
30
Every 100m
31
3.785 L
32
211 +- 7°C
33
1 set per 25 m3 but not less than 1day
34
No. 18
35
Latex paint
36
6"
37
4
38
96.15%
39
3.09%
40
20
41
19.90 N/m/mm
42
4
43
2.78
44
2 Gal each
45
35
46
4-13mm
47
4-7 kph
48
1,400 kg/m^3
49
325
50
Compaction
51
Shape of the Soil Grains
52
Clayey Soil
53
4
54
6 layers with 95% compaction req.
55
82.89%
56
35
57
45
58
30.5cm
59
Retarding Admixture
60
22-55%
61
98%
62
Sampling
63
Undisturbed
64
8 - 13%
65
20 - 30m
66
Process again the aggregate material by blending
67
90 minutes
68
2.75
69
6.314 kg/m
70
45 minutes
71
+-6.0%
72
2.20 m
73
4.5 MPa
74
Penetrometer
75
1,120
76
12
77
3,580 psi
78
Scaling
79
Abrasion
80
9.5
81
Less than 50 sec nor more than 90 sec
82
45 minutes by Non-agitating trucks
83
85%
84
Temperature of the mix
85
4mx4m
86
Watertight
87
At least 85% and no single core is less than 75% of the f'c
88
107
89
October 2017
90
Subgrade Preparation
91
Laid with its longest axis perpendicular to the slope
92
Depression
93
Upheaval
94
Scaling
95
No. 10
96
2
97
2.5 kg
98
3
99
20 kg
100
7 years, 70%
MT 7
MT 7
ユーザ名非公開 · 60問 · 9日前MT 7
MT 7
60問 • 9日前MT 7
MT 7
ユーザ名非公開 · 60問 · 10日前MT 7
MT 7
60問 • 10日前MT 4
MT 4
ユーザ名非公開 · 60問 · 11日前MT 4
MT 4
60問 • 11日前Item 311 Portland Cement Concrete Pavement (PART 1)
Item 311 Portland Cement Concrete Pavement (PART 1)
ユーザ名非公開 · 78問 · 13日前Item 311 Portland Cement Concrete Pavement (PART 1)
Item 311 Portland Cement Concrete Pavement (PART 1)
78問 • 13日前Item 301 Bituminous Prime Coat
Item 301 Bituminous Prime Coat
ユーザ名非公開 · 10問 · 13日前Item 301 Bituminous Prime Coat
Item 301 Bituminous Prime Coat
10問 • 13日前Item 300 Aggregate Surface Course
Item 300 Aggregate Surface Course
ユーザ名非公開 · 11問 · 13日前Item 300 Aggregate Surface Course
Item 300 Aggregate Surface Course
11問 • 13日前Item 206 Chemically Stabilized Road Mix Subbase/Base Course
Item 206 Chemically Stabilized Road Mix Subbase/Base Course
ユーザ名非公開 · 11問 · 13日前Item 206 Chemically Stabilized Road Mix Subbase/Base Course
Item 206 Chemically Stabilized Road Mix Subbase/Base Course
11問 • 13日前Item 205 Asphalt Stabilized Road Mix Base Course
Item 205 Asphalt Stabilized Road Mix Base Course
ユーザ名非公開 · 7問 · 13日前Item 205 Asphalt Stabilized Road Mix Base Course
Item 205 Asphalt Stabilized Road Mix Base Course
7問 • 13日前Item 207 Portland Cement Stabilized Treated Plant Mix Base Course
Item 207 Portland Cement Stabilized Treated Plant Mix Base Course
ユーザ名非公開 · 13問 · 13日前Item 207 Portland Cement Stabilized Treated Plant Mix Base Course
Item 207 Portland Cement Stabilized Treated Plant Mix Base Course
13問 • 13日前Item 204 Portland Cement Stabilized Road Mix Base Course
Item 204 Portland Cement Stabilized Road Mix Base Course
ユーザ名非公開 · 7問 · 13日前Item 204 Portland Cement Stabilized Road Mix Base Course
Item 204 Portland Cement Stabilized Road Mix Base Course
7問 • 13日前Item 203 Lime Stabilized Road Mix Base Course
Item 203 Lime Stabilized Road Mix Base Course
ユーザ名非公開 · 27問 · 13日前Item 203 Lime Stabilized Road Mix Base Course
Item 203 Lime Stabilized Road Mix Base Course
27問 • 13日前Item 202 Crushed Aggregate Base Course
Item 202 Crushed Aggregate Base Course
ユーザ名非公開 · 18問 · 13日前Item 202 Crushed Aggregate Base Course
Item 202 Crushed Aggregate Base Course
18問 • 13日前Item 201 Aggregate Base Course
Item 201 Aggregate Base Course
ユーザ名非公開 · 16問 · 13日前Item 201 Aggregate Base Course
Item 201 Aggregate Base Course
16問 • 13日前Item 200 Aggregate Subbase Course
Item 200 Aggregate Subbase Course
ユーザ名非公開 · 16問 · 13日前Item 200 Aggregate Subbase Course
Item 200 Aggregate Subbase Course
16問 • 13日前Item # and Descriptions
Item # and Descriptions
ユーザ名非公開 · 24問 · 13日前Item # and Descriptions
Item # and Descriptions
24問 • 13日前YT2 Materials Engineer EXAM
YT2 Materials Engineer EXAM
ユーザ名非公開 · 100問 · 13日前YT2 Materials Engineer EXAM
YT2 Materials Engineer EXAM
100問 • 13日前YT1 Materials Engineer EXAM
YT1 Materials Engineer EXAM
ユーザ名非公開 · 100問 · 13日前YT1 Materials Engineer EXAM
YT1 Materials Engineer EXAM
100問 • 13日前Spelling test 4 - Science
Spelling test 4 - Science
ユーザ名非公開 · 10問 · 2ヶ月前Spelling test 4 - Science
Spelling test 4 - Science
10問 • 2ヶ月前M7c14
M7c14
ユーザ名非公開 · 17問 · 2ヶ月前M7c14
M7c14
17問 • 2ヶ月前問題一覧
1
1:5 to 1:9
2
4.5 to 8.5
3
1.4 MPa
4
apply quartering method and get two opposite sides as samples
5
3,720 psi
6
36 QT
7
2 layers over full width of 4.35m
8
No. 160
9
3 mm
10
Sieve No. 10
11
1 - 2 l/sqm
12
150 mm
13
40 - 75mm
14
230 kN/mm^2
15
1.5 MPa
16
10 kN
17
1:3
18
50m
19
4
20
3.0 m/km
21
20 - 50 psi/sec
22
Soundness
23
110+-5°C
24
Nuclear Density Gauge
25
Reclaimed asphalt pavement (RAP)
26
+-5%
27
10mm
28
Discard the mix
29
Samples are in crate with saw dust and rice straw or even sand the least
30
Every 100m
31
3.785 L
32
211 +- 7°C
33
1 set per 25 m3 but not less than 1day
34
No. 18
35
Latex paint
36
6"
37
4
38
96.15%
39
3.09%
40
20
41
19.90 N/m/mm
42
4
43
2.78
44
2 Gal each
45
35
46
4-13mm
47
4-7 kph
48
1,400 kg/m^3
49
325
50
Compaction
51
Shape of the Soil Grains
52
Clayey Soil
53
4
54
6 layers with 95% compaction req.
55
82.89%
56
35
57
45
58
30.5cm
59
Retarding Admixture
60
22-55%
61
98%
62
Sampling
63
Undisturbed
64
8 - 13%
65
20 - 30m
66
Process again the aggregate material by blending
67
90 minutes
68
2.75
69
6.314 kg/m
70
45 minutes
71
+-6.0%
72
2.20 m
73
4.5 MPa
74
Penetrometer
75
1,120
76
12
77
3,580 psi
78
Scaling
79
Abrasion
80
9.5
81
Less than 50 sec nor more than 90 sec
82
45 minutes by Non-agitating trucks
83
85%
84
Temperature of the mix
85
4mx4m
86
Watertight
87
At least 85% and no single core is less than 75% of the f'c
88
107
89
October 2017
90
Subgrade Preparation
91
Laid with its longest axis perpendicular to the slope
92
Depression
93
Upheaval
94
Scaling
95
No. 10
96
2
97
2.5 kg
98
3
99
20 kg
100
7 years, 70%