Arra 4
Promotional Examination
問題一覧
1
3% of the total number or minimum of two (3) installed anchor bolts/ soil nail.
2
Method A-a 101.6mm (4in.) mold; soil materials passing a 4.75mm (no.4) sieve
3
2.0mx 2.0m
4
Portion of soil passing sieve no. 4
5
60
6
5 cores
7
15 seconds
8
4 mm to 13 mm
9
Reprocess the material by blending
10
When it starts to crumble when rolled into a 3.2 mm diameter thread
11
Conduct a minimum 500 square meters trial section
12
Class C
13
Flash Point
14
ASSHTO M36
15
Liquefaction
16
0.42
17
15 to 30 minutes
18
Increase shear strength and soil stability
19
32 Degree Celsius
20
100 mm
21
440 kg. (11 Bags)
22
California Bearing Ratio
23
square meter
24
Because it represents the relative strength of the soil strata when subjected to compression test.
25
Cold Mix Asphalt
26
Laboratory Compaction
27
Start at the sides and proceeds towards the centerline or crown of the road, each strip overlapping half of the roller.
28
Sewed Joint
29
CBR Test
30
From 4 to 7 mass percent of the dry soil
31
0.14to 0.34 Mpa/sec.
32
Minimum of 4 hours
33
85%
34
From 6 to 10 mass percent of the dry soil
35
159 degree celsius
36
Perform the quartering procedure and take the sample on the two adjacent quadrants.
37
200 mm
38
not less than 50 mm
39
90 minutes.
40
3.8 MPa
41
Passing Sieve #4
42
30 minutes
43
Below 10°C
44
Stability
45
Le Chatelier flask
46
0.5% of no. of pipes, 2 pipes minimum.
47
Shrinkage Limit
48
At least 3 weeks
49
Reject the material
50
2m
51
23.0土2.0°C
52
Bleeding
53
Fatigue Cracking
54
Accept the material at adjusted price
55
Gauge 24
56
0.50 m
57
Retarding water-reducing admixture
58
45 minutes
59
Geotextiles
60
Penetration
61
5
62
8
63
Higher plasticity index indicates higher degree of compressibility and lower permeability.
64
Soil with computed GI= 0
65
Packing them in wooden crates surrounded with damp sawdust or palay straw.
66
It shall not contain more than 15% of material retained on No. 4 sieve
67
Reject the Material
PE/PI/ME Exam
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Arra 3
50問 • 1年前問題一覧
1
3% of the total number or minimum of two (3) installed anchor bolts/ soil nail.
2
Method A-a 101.6mm (4in.) mold; soil materials passing a 4.75mm (no.4) sieve
3
2.0mx 2.0m
4
Portion of soil passing sieve no. 4
5
60
6
5 cores
7
15 seconds
8
4 mm to 13 mm
9
Reprocess the material by blending
10
When it starts to crumble when rolled into a 3.2 mm diameter thread
11
Conduct a minimum 500 square meters trial section
12
Class C
13
Flash Point
14
ASSHTO M36
15
Liquefaction
16
0.42
17
15 to 30 minutes
18
Increase shear strength and soil stability
19
32 Degree Celsius
20
100 mm
21
440 kg. (11 Bags)
22
California Bearing Ratio
23
square meter
24
Because it represents the relative strength of the soil strata when subjected to compression test.
25
Cold Mix Asphalt
26
Laboratory Compaction
27
Start at the sides and proceeds towards the centerline or crown of the road, each strip overlapping half of the roller.
28
Sewed Joint
29
CBR Test
30
From 4 to 7 mass percent of the dry soil
31
0.14to 0.34 Mpa/sec.
32
Minimum of 4 hours
33
85%
34
From 6 to 10 mass percent of the dry soil
35
159 degree celsius
36
Perform the quartering procedure and take the sample on the two adjacent quadrants.
37
200 mm
38
not less than 50 mm
39
90 minutes.
40
3.8 MPa
41
Passing Sieve #4
42
30 minutes
43
Below 10°C
44
Stability
45
Le Chatelier flask
46
0.5% of no. of pipes, 2 pipes minimum.
47
Shrinkage Limit
48
At least 3 weeks
49
Reject the material
50
2m
51
23.0土2.0°C
52
Bleeding
53
Fatigue Cracking
54
Accept the material at adjusted price
55
Gauge 24
56
0.50 m
57
Retarding water-reducing admixture
58
45 minutes
59
Geotextiles
60
Penetration
61
5
62
8
63
Higher plasticity index indicates higher degree of compressibility and lower permeability.
64
Soil with computed GI= 0
65
Packing them in wooden crates surrounded with damp sawdust or palay straw.
66
It shall not contain more than 15% of material retained on No. 4 sieve
67
Reject the Material