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
MPLE
MPLE
ユーザ名非公開 · 41問 · 13日前MPLE
MPLE
41問 • 13日前Weekly Test 3
Weekly Test 3
ユーザ名非公開 · 50問 · 13日前Weekly Test 3
Weekly Test 3
50問 • 13日前Weekly Test 2
Weekly Test 2
ユーザ名非公開 · 50問 · 13日前Weekly Test 2
Weekly Test 2
50問 • 13日前Weekly Test 1
Weekly Test 1
ユーザ名非公開 · 50問 · 13日前Weekly Test 1
Weekly Test 1
50問 • 13日前Refresher SPDI 1
Refresher SPDI 1
ユーザ名非公開 · 9問 · 13日前Refresher SPDI 1
Refresher SPDI 1
9問 • 13日前Refresher SPDI 1
Refresher SPDI 1
ユーザ名非公開 · 100問 · 13日前Refresher SPDI 1
Refresher SPDI 1
100問 • 13日前Definition of Terms 3
Definition of Terms 3
ユーザ名非公開 · 90問 · 13日前Definition of Terms 3
Definition of Terms 3
90問 • 13日前Definition of Terms 2
Definition of Terms 2
ユーザ名非公開 · 90問 · 13日前Definition of Terms 2
Definition of Terms 2
90問 • 13日前Definition of Terms 1
Definition of Terms 1
ユーザ名非公開 · 90問 · 13日前Definition of Terms 1
Definition of Terms 1
90問 • 13日前WT 6
WT 6
ユーザ名非公開 · 50問 · 13日前WT 6
WT 6
50問 • 13日前WT 3
WT 3
ユーザ名非公開 · 50問 · 13日前WT 3
WT 3
50問 • 13日前WT 2
WT 2
ユーザ名非公開 · 48問 · 13日前WT 2
WT 2
48問 • 13日前WT 1
WT 1
ユーザ名非公開 · 50問 · 13日前WT 1
WT 1
50問 • 13日前SPI version D pt 2
SPI version D pt 2
ユーザ名非公開 · 61問 · 13日前SPI version D pt 2
SPI version D pt 2
61問 • 13日前Standpipe Requirements
Standpipe Requirements
ユーザ名非公開 · 29問 · 13日前Standpipe Requirements
Standpipe Requirements
29問 • 13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 311 Portland Cement Concrete Pavement (PART 2)
Item 311 Portland Cement Concrete Pavement (PART 2)
ユーザ名非公開 · 61問 · 13日前Item 311 Portland Cement Concrete Pavement (PART 2)
Item 311 Portland Cement Concrete Pavement (PART 2)
61問 • 13日前Item 405 Structural Concrete
Item 405 Structural Concrete
ユーザ名非公開 · 41問 · 13日前Item 405 Structural Concrete
Item 405 Structural Concrete
41問 • 13日前Item 406 Prestressed Concrete Structures
Item 406 Prestressed Concrete Structures
ユーザ名非公開 · 36問 · 13日前Item 406 Prestressed Concrete Structures
Item 406 Prestressed Concrete Structures
36問 • 13日前Principles and Code of Ethics
Principles and Code of Ethics
ユーザ名非公開 · 29問 · 13日前Principles and Code of Ethics
Principles and Code of Ethics
29問 • 13日前問題一覧
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