問題一覧
1
In concrete pavement construction, a concrete mix was not place within 1 hour and 50 minutes. What should the materials engineer recommend?
Reject the mix
2
Compaction trials on embarkment and base/subbase courses are carried our to determine the:
All of the above
3
The most widely used control test in embankment construction to ensure adequate compaction is the;
Field density test
4
Which of the following practices is acceptable to use to bring down the temperature of the concrete mix?
All of the above
5
If the pipes, area fabricated in projects located in remote areas and it is impractical to send samples to manila or any private testing laboratory for testing, what would you do if your are the materials engineer?
a and c
6
Soil can be compacted to 100% if
It is at optimum moisture
7
Blended Hydraulic Cement shall conform to the requirements specified under
ASTM C595
8
A sample of fine aggregate was subjected to colorimetric test for inorganic impurities. Results revealed that the color produced by the sample was darker than the standard color guide. As a Materials Engineer, how will you evaluate the material?
Reject the material
9
The ratio of the weight in air of a unit volume of the impermeable portion of aggregate to the water in air of an equal volume of gas-free distilled water at a stated temperature.
Apparent Specific Gravity
10
The asphalt applies as tack coat prior to laying of bituminous mix is completely cured once it turns to what color.
Brown
11
As per Item 311, the road shall not be opened to traffic until test specimens molded and cured in accordance with AASHTO T23 have attained the minimum strength requirements. What will be your option as a Materials Engineers if such tests are not conducted prior to the specified age of the pavement?
Require the contractor to prepare test specimens
12
At what interval shall core samples for compacted asphalt pavement be take
200 Im per lane
13
If beam samples taken from a newly pave section failed to meet the strength requirements and it is not advisable to obtain cores from the structure due to structural considerations. As materials engineer what will you do if the deficiency in strength of the concrete specimens is 15%.
Accept the section at and adjusted price due to strength deficiency
14
All shotrete shall be cured uninterrupted for at least how long?
7 days
15
During asphalt paving, the rolling shall be continued until ______ of the density of the laboratory specimens has been obtained.
97 mass percent
16
The cores taken from pavement section poured on a single day were tested to have strength as follows: Core. Strength 1. 3650 2. 3000 (86% of 3500psi) 3. 2450 (70% of 350Opsi) Average 3033 (87% of 3500psi) The required strength is 3500 psi, concrete in the area represented by these cores:
Is considered inadequate
17
Which of the following describe the effects of fly ash in Portland Cement Concrete Pavement?
Increase Workability
18
What penetration grade of asphaltic material is appropriate for sealing of pccp joint.
150-200
19
Most road signs are hard to read at night. What is the specification requirement in the reduction of brightness of the reflective, sheeting during night time and when totally wet by rain?
Shall be less than 90% of the minimum specified reflective brightness value
20
Cement which has been in storage for so long a period that there is already doubt as to its quality should:
Be retested prior to use
21
What is the frequency of core sampling required on a completed bituminous pavement?
Every 200 linear meter per lane
22
In slip-form construction, what is the slump of concrete used?
Almost zero
23
What is the Minimum Testing Requirement for embankment materials?
One (1) for every 3,000 m3 per source of fraction thereof
24
For acceptance purposes, core samples shall be taken home from the completed asphalt pavement
For every 100 linear meter per lane
25
The maximum number of layers for stacking cement bags which will be stored for more than 60 days?
7 layers
26
Which of the following items does not require testing as basis for acceptance.
Overhaul materials
27
Insufficient compaction or vibration during placing of concrete may cause what type of defect?
Honeycomb
28
The asphalt material that is usually classified by its penetration grade is
Asphalt cement
29
An inspection report can be issued as basis for acceptance for the following except;
Topsoil
30
What should be the length of sample 16mm diameter steel bar that should be submitted for quality test.
One meter
31
Which of the following in NOT included in the recommended method of curing Portland Cement Concrete Pavement?
By spraying plasticizer compound on top of the pavement after the concrete has been broom in finish
32
For efficient compaction, the embankment materials should be at the time of rolling be____________
At optimum moisture content
33
Laboratory report revealed that the asphalt cement used in the asphalt mix was more than what was required by the job mix. Which of the following will be most likely occur?
Shoving
34
Test pitting conducted on a prepared based showed that the thickness of item 201 (aggregate base course) was deficient by 5cm. As a materials engineer. What will you recommend?
Accept the section at an adjusted price due to thickness deficience
35
The test to determine the purity of asphalt cement is called;
Viscosity
36
Which of the following is the frequency of sampling of concrete beams required by DPWH specification:
At least one set 3 concrete beams 75cu.m. or fraction thereof
37
Which of the following is the recommended cement content for stabilizing poorly graded sand?
6%-8%
38
A concrete core specimen for thickness determination shall have a diameter of at least;
100mm
39
The main problem associated with wrong practice of conveying concrete is called:
Honeycomb
40
As prescribe under Department Order No. 37 Series of 2016, Pile Integrity Test shall be conducted on.
At least 50% of the total number of bored piles
41
The asphalt pavement represented by the individual core shall not be accepted if the deficiency in the core thickness as obtained exceeded.
5 mm
42
Too wet mix, oversanded mix and overworking of concrete during placing usually result in _______ of concrete pavement.
Scaling
43
Cores are taken from a concrete pavement and tested for
Thickness determination
44
To determine the abrasion loss of the tested aggregates, the smoke is screened on
Sieve # 12
45
The test to indicate the temperature wherein asphalt can be heated without catching fire is called;
Flash point
46
What other type of cement is allowed to be used for items 311 and 405 in the absence of portland cement
Portland Pozzoland cement type IP
47
Which of the following is the least likely cause of corrugations on asphalt pavement?
Unstable base material
48
A core test for concrete pavement thickness determination showed that three (3) out of nine (9) samples taken failed to meet the thickness requirement. The deficiency in the average thickness of the cores is more than 25mm, what will you do as material engineer;
Remove and replace the area represented by the failes core sample
49
For Item 106- Compaction Equipment and Density Control Strips, Control Strips shall have an area approximately _____ and shall be the same depth of the course/ layer it represents.
335 sq.m
50
What chemical admixture is needed to produce a concrete mix with improved slump without additional water
Water reducing admixture