ME 2016
問題一覧
1
95%
2
51 kgs. to a maximum of 25 kgs. with at least 50% weighing 20 kgs.
3
to enable asphalt and water to mix
4
Any testing laboratory of alocal government unit
5
Petrographic Test
6
Reject the delivered material.
7
Creep
8
Air is forced out of the soil.
9
It resembled cement obtained by grinding naural rocks found in the Isle of Portland.
10
Provide smooth, flat ends that are perpendicular to the axis of the sample.
11
Class B
12
All of the above
13
Reject the concrete mixture.
14
51 kgs. to a maximum of 25 kgs. with at least 50% weighing 20 kgs.
15
Accept the section at an adjusted price due to strength deficiency.
16
Increase shear strength soil stability
17
All of the above
18
It signifies pre-hydration of moisture uptake of cement while it is shelved.
19
Marshall Stability Test
20
Stone size and weight test and inspection report on assessment of stone soundness
21
Undisturbed
22
Clayey Soils
23
28 Mpa
24
Admixtures include accelerators and retarders
25
Index of retained strength
26
At least 40
27
583 psi
28
Provide additional binder
29
0.2 to 0.7 liters/sq.m
30
None of the above
問題一覧
1
95%
2
51 kgs. to a maximum of 25 kgs. with at least 50% weighing 20 kgs.
3
to enable asphalt and water to mix
4
Any testing laboratory of alocal government unit
5
Petrographic Test
6
Reject the delivered material.
7
Creep
8
Air is forced out of the soil.
9
It resembled cement obtained by grinding naural rocks found in the Isle of Portland.
10
Provide smooth, flat ends that are perpendicular to the axis of the sample.
11
Class B
12
All of the above
13
Reject the concrete mixture.
14
51 kgs. to a maximum of 25 kgs. with at least 50% weighing 20 kgs.
15
Accept the section at an adjusted price due to strength deficiency.
16
Increase shear strength soil stability
17
All of the above
18
It signifies pre-hydration of moisture uptake of cement while it is shelved.
19
Marshall Stability Test
20
Stone size and weight test and inspection report on assessment of stone soundness
21
Undisturbed
22
Clayey Soils
23
28 Mpa
24
Admixtures include accelerators and retarders
25
Index of retained strength
26
At least 40
27
583 psi
28
Provide additional binder
29
0.2 to 0.7 liters/sq.m
30
None of the above