問題一覧
1
Both Emulsified Asphalt and Cutback Asphalt
2
Tack Coat
3
Concrete Pouring Permit
4
not less than 50mm
5
Hot
6
Strength test results for three concrete specimens meets the 100% requirement of 3.8MPa (550 psi) for beam and 20.7 MPa (3000 psi) for cylinder
7
Hydrophilic Aggregates
8
Minimum Testing Requirements
9
reprocess and retest the material
10
D.O. No. 126, Series of 2016
11
1.70mm sieve
12
CBR Test
13
Liquid Limit
14
AASHTO T 99 Method C
15
8 grams
16
Coarse
17
Prime Coat
18
At least one, but not more than three samples
19
- 5mm
20
AC 40 - 50
21
reduced rectangular test specimen
22
Maximum particle size
23
Catlonic
24
materials testing
25
Damp or wet
26
0.5 - 1.0 percent
27
Item 202
28
+- 10 °C
29
Materials Engineer
30
Field Density Test
31
Abrasion
32
Overheating of the asphalt Mix, too little asphalt in the mix
33
Wet Sieving
34
Item 307
35
flexural strength @ 14 days
36
457 mm
37
0.850 mm
38
Not less than 85% of the required strength for 28 days
39
Saturated and Surface dry
40
Saturated and surface dry
41
Use of Slip-Form Paver in Portland Cement Concrete Pavement Construction
42
25 blows
43
Both aggregate gradation and asphalt control
44
10 g passing No. 2 mm sieve
45
Thermoplastic Traffic Paint
46
Plastic Limit
47
laboratory compaction
48
Testing and inspection
49
Quality Assurance
50
3.8 MPa
51
Nominal cross sectional area
52
Boulder
53
depends on the thickness of the layer under test
54
require to submit new material sample
55
Peat and Muck
56
waiver from DPWH testing laboratory
57
Bulk specific gravity
58
Well-Graded Aggregates
59
moisture density relation test
60
Item 310
61
MC-30
62
Oven dry
63
AASHTO T 180 Method D
64
Storage Stability
65
Depends on the maximum grain size
66
Both compressive strength and flexural strength
67
Both bulk specific gravity and thickness
68
reprocess by bleeding other sources
69
passing the 0.425 mm
70
prior to incorporation into the work
71
+- 7%
72
Emulsified Asphalt
73
Air voids
74
Class A
75
concrete cylinder for compressive strength
76
granular soil
77
Three-edge bearing test
78
Materials Test Reports
79
average strength of core is equal to at least 85% of and no single core is less than 75% of the specified strength
80
take core specimens for strength test
81
Cutback Asphalt
82
Admixture
83
Ruts
84
air-dried
85
not exceeding 60 °C
86
Subbase
87
150 mm
88
4
89
3.2 mm
90
Job-Mix Formula
91
Cold
92
Kerosene
93
30
94
+- 0.4%
95
Status of Test
96
Nominal partical size
97
Cutback Asphalt
98
D.O. No. 253, S. 2003
99
Bleeding
100
None of the above
ME SET NO.1
ME SET NO.1
Val Mellan Bangcoyo · 100問 · 12ヶ月前ME SET NO.1
ME SET NO.1
100問 • 12ヶ月前ME Set 1 additional
ME Set 1 additional
Val Mellan Bangcoyo · 10問 · 12ヶ月前ME Set 1 additional
ME Set 1 additional
10問 • 12ヶ月前ME EXAM MARCH 2020
ME EXAM MARCH 2020
Val Mellan Bangcoyo · 100問 · 11ヶ月前ME EXAM MARCH 2020
ME EXAM MARCH 2020
100問 • 11ヶ月前ME SET NO.2
ME SET NO.2
Val Mellan Bangcoyo · 28問 · 11ヶ月前ME SET NO.2
ME SET NO.2
28問 • 11ヶ月前ME SET NEW
ME SET NEW
Val Mellan Bangcoyo · 48問 · 11ヶ月前ME SET NEW
ME SET NEW
48問 • 11ヶ月前ME SET NO.3
ME SET NO.3
Val Mellan Bangcoyo · 68問 · 11ヶ月前ME SET NO.3
ME SET NO.3
68問 • 11ヶ月前問題一覧
1
Both Emulsified Asphalt and Cutback Asphalt
2
Tack Coat
3
Concrete Pouring Permit
4
not less than 50mm
5
Hot
6
Strength test results for three concrete specimens meets the 100% requirement of 3.8MPa (550 psi) for beam and 20.7 MPa (3000 psi) for cylinder
7
Hydrophilic Aggregates
8
Minimum Testing Requirements
9
reprocess and retest the material
10
D.O. No. 126, Series of 2016
11
1.70mm sieve
12
CBR Test
13
Liquid Limit
14
AASHTO T 99 Method C
15
8 grams
16
Coarse
17
Prime Coat
18
At least one, but not more than three samples
19
- 5mm
20
AC 40 - 50
21
reduced rectangular test specimen
22
Maximum particle size
23
Catlonic
24
materials testing
25
Damp or wet
26
0.5 - 1.0 percent
27
Item 202
28
+- 10 °C
29
Materials Engineer
30
Field Density Test
31
Abrasion
32
Overheating of the asphalt Mix, too little asphalt in the mix
33
Wet Sieving
34
Item 307
35
flexural strength @ 14 days
36
457 mm
37
0.850 mm
38
Not less than 85% of the required strength for 28 days
39
Saturated and Surface dry
40
Saturated and surface dry
41
Use of Slip-Form Paver in Portland Cement Concrete Pavement Construction
42
25 blows
43
Both aggregate gradation and asphalt control
44
10 g passing No. 2 mm sieve
45
Thermoplastic Traffic Paint
46
Plastic Limit
47
laboratory compaction
48
Testing and inspection
49
Quality Assurance
50
3.8 MPa
51
Nominal cross sectional area
52
Boulder
53
depends on the thickness of the layer under test
54
require to submit new material sample
55
Peat and Muck
56
waiver from DPWH testing laboratory
57
Bulk specific gravity
58
Well-Graded Aggregates
59
moisture density relation test
60
Item 310
61
MC-30
62
Oven dry
63
AASHTO T 180 Method D
64
Storage Stability
65
Depends on the maximum grain size
66
Both compressive strength and flexural strength
67
Both bulk specific gravity and thickness
68
reprocess by bleeding other sources
69
passing the 0.425 mm
70
prior to incorporation into the work
71
+- 7%
72
Emulsified Asphalt
73
Air voids
74
Class A
75
concrete cylinder for compressive strength
76
granular soil
77
Three-edge bearing test
78
Materials Test Reports
79
average strength of core is equal to at least 85% of and no single core is less than 75% of the specified strength
80
take core specimens for strength test
81
Cutback Asphalt
82
Admixture
83
Ruts
84
air-dried
85
not exceeding 60 °C
86
Subbase
87
150 mm
88
4
89
3.2 mm
90
Job-Mix Formula
91
Cold
92
Kerosene
93
30
94
+- 0.4%
95
Status of Test
96
Nominal partical size
97
Cutback Asphalt
98
D.O. No. 253, S. 2003
99
Bleeding
100
None of the above