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For mesh system (active), the anchorages using
anchor bolt/soil nail shall be installed as per
construction drawings, with a minimum grid spacing
of _____.
a. 1 m x 1 m
b. 2 m x 2 m
c. 2.5 m x 2.5 m
d. 3 m x 3 m
B
The number of anchor bolts/soil nails to be tested
for Conformity Pull Test in Active and Passive
Protection Systems for Unstable Slope, shall
normally be_____
a. 2
b. 5
c. 3
d. 4
C
Materials Engineer 1 (ME-1) may be assigned for the
following projects, except:
a. 1 Project costing not more than P150 million
b. 2 Projects with an aggregate cost of not more
than P250 million
c. 3 Projects with an aggregate cost of not more
than P300 million
d. None of the above
C
This is the sudden halt of the load-indicating pointer
and the corresponding stress during testing of
reinforcing steel bars
a. Fracture Point
b. Yield Point
c. Strain
d. Ultimate Strength
B
Test to determine freshness of cement
a. Loss on Ignition
b. Insoluble Residue
c. Sulfur Trioxide
d. None of the above
A
In shotcrete construction, sample should be taken
approximately every ______ when continuous
mixing is used.
a. 10 cu.m.
b. 12.5 cu,m,
c. 7.5 cu.m,
d. 5 cu.m.
C
Allowable type of cement other than Type 1 for
general construction works
a. Type P
b. Type 1P
c. Type 1L
d. Type 1S
B
For erosion control mats (Item 512), what is the
maximum allowed moisture content?
a. 10%
b. 20%
c. 25%
d. None of the above
B
Gravity Hammers shall not weigh less than 60% of
the combined weight of the pile and driving head
but not less than ______
a. 1,500 kg
b. 1,000 kg
c. 2,500 kg
d. 2,000 kg
D
Which of the following is not included in the
determination of moisture content of soil?
a. Oven with temperature control
b. Can
c. Weighing scale
d. Extruder
D
Calibration of laboratory and field testing equipment shall be conducted in the following
except:
a. Periodically
b. As per Manufacturer’s operating instructions
c. After occurrence of any mechanical or electrical shock that might have affected the equipment
d. If convenient
D
What is the characteristic of the soil in A-3 group
classification according to AASHTO Soil Classification
System?
a. Fine Sand
b. Coarse Sand
c. Silt
d. Clay
A
The setting of concrete, but when mixed returns to
its plastic or workable condition without adding
water.
a. False Set
b. Flash set
c. Premature set
d. Either a or b
A
Laboratory apparatus used to determine the specific
gravity of cutback asphalt
a. Le chatelier
b. Cleveland Open Cup Apparatus
c. Glass Pycnometer
d. Los Angeles Abrasion Machine
C
The asphalt pavement represented by the cores
shall be not accepted if the deficiency in density is
more than _____.
a. 0.5%
b. 1%
c. 1.5%
d. 2%
D
The brightness of the reflective sheeting totally wet
by rain, shall be not less than ______ of the
minimum reflective brightness value of the
reflective sheeting compared to a magnesium oxide
(MgO)
a. 70%
b. 75%
c. 85%
d. 90%
D
What is the proper way of transporting
core/concrete samples to the laboratory for testing
a. Samples are in crate with saw dust and
rice straw or even sand the least
b. Samples are in crate, immovable
c. Samples are placed in sack
d. None of these
D
When storing cement, for a storage period of less
than 60 days, stack the bags no higher than ______
a. 7 Layers
b. 10 Layers
c. 12 Layers
d. 14 Layers
D
When storing cement, for a longer storage period of
more than 60 days, stack the bags no higher than
______
a. 7 Layers
b. 10 Layers
c. 12 Layers
d. 14 Layers
A
What is the recommended length of road section
where Reflectorized Rumble Strips are to be
installed?
a. 10 – 20m
b. 20 – 30m
c. 15 – 25m
d. 15 – 30m
B
The index of retained strength of the compacted bituminous
mixtures is the ratio of the compressive strength of
immersed and dry bituminous mixture. What is the
minimum index of retained strength required for
bituminous mixtures?
a. 40%
b. 50%
c. 60%
d. 70%
D
Bituminous Concrete Mixes contain asphalt by
weight of equivalent to ____?
a. 3 – 12%
b. 4 – 7%
c. 5 – 8%
d. 8 – 13%
C
The rock asphalt shall contain between _______ of
Bitumen.
a. 3 – 12%
b. 4 – 7%
c. 5 – 8%
d. 8 – 13%
D
What is the maximum height of fall of concrete mix
or height of the chute?
a. 0.5m
b. 1.0m
c. 1.5m
d. 2.5m
C
What is the required lap length of splices of rebars
when the splice type is compression and the
reinforcement is Grade 40?
a. 20 x rebar diameter
b. 24 x rebar diameter
c. 36 x rebar diameter
d. 40 x rebar diameter
A
What is the required lap length of splices of rebars
when the splice type is tension and the
reinforcement is Grade 60?
a. 20 x rebar diameter
b. 24 x rebar diameter
c. 36 x rebar diameter
d. 40 x rebar diameter
C
What is the minimum required lap length of rebar
splices?
a. 100mm
b. 150mm
c. 200mm
d. 300mm
D
What is the color code for Grade 60 Reinforcing
Steel Bars?
a. White
b. Yellow
c. Green
d. None
C
What is the color code for Weldable Grade 40
Reinforcing Steel Bars?
a. Red
b. Green+Red
c. Yellow+Red
d. Silver
C
What is the maximum phosphorus content of
reinforcing steel bars?
a. 0.06%
b. 6.0%
c. 0.60%
d. 60.0%
A
What is the weight of each spheres of Los Angeles
Abrasion Machine?
a. 309 – 465g
b. 309 – 455g
c. 390 – 445g
d. 390 – 455g
C
What is the speed of the Los Angeles Abrasion
Machine during Abrasion Test?
a. 30 – 31 rpm
b. 30 – 32 rpm
c. 30 – 33 rpm
d. 31 – 33 rpm
C
How many spheres are used during Abrasion Test –
Grading B at 500 revolutions?
a. 12
b. 11
c. 8
d. 6
B
A Cutback Asphalt which is a combination of asphalt
cement and kerosene.
a. Slow Curing Cutback Asphalt
b. Medium Curing Cutback Asphalt
c. Rapid Cutback Asphalt
d. None of the above
B
What is the dividing coarse between fine and coarse
aggregate for bituminous mixture or composite
aggregates?
a. Sieve No. 10
b. Sieve No. 4
c. Sieve No. 8
d. Sieve No. 200
C
If the coefficient of friction of the concrete is found
to be 0.3, what will you do as materials engineer?
a. Accept
b. Reject
c. Adjust Price
d. None
A
The minimum length of test specimen required for
the conduct of Tension Test on steel bars is
a. 0.5 m
b. 0.7 m
c. 1.0 m
d. None of the above
C
What is the rolling speed in asphalt construction
whether in the vibratory or static mode?
a. 3 – 5 km/hr
b. 4 – 7 km/hr
c. 5 – 8 km/hr
d. 6 – 9 km/hr
C
Test results from specimen taken from a recently rolled
ashalt pavement showed that its total asphalt content is
5.45% by weight of mix. If the asphalt absorbed by the
aggregates is 0.95%, the effective asphalt content by weight
of mix:
a. 4.80%
b. 4.55%
c. 5.10%
d. 5.50%
B
At least _________ prior to construction, the Contractor
shall submit in writing a Job-Mix Formula (JMF) for each
mixture supported by laboratory test data along with
samples and sources of the components and viscosity-
temperature relationships information to the Engineer for
testing and approval.
a. one week
b. two weeks
c. three weeks
d. four weeks
C
Cellulose fibers are usually added in Stone Mastic
Asphalt Mixture in the amount of ________by
weight or 3.3 to 4.5 kgs per metric tons if bitumen
coated.
a. 0.30 to 0.40
b. 0.33 to 0.45
c. 0.35 to 0.45
d. 0.50 to 1.00
B
Mineral fillers used in bituminous mixes shall
have a plastic index. (ITEM 703A)
a. not less than 4
b. not greater than 4
c. equal or greater than 4
d. None of the above
B
Test for Soil Nail
a. Pull-up Test
b. Pull-out Test
c. Pull-off Test
d. None of the above
B
The application temperature of emulsified
asphalt ranges from ___.
a. 10 to 71°C
b. 15 to 60°C
c. 20 to 59°C
d. 60 to 107°C
A
The minimum penetration of the preservative into
the surface of the timber shall be _____.
a. 10 mm
b. 20 mm
c. 25 mm
d. 30 mm
B
The preservatives used for timber is:
a. creosote oil
b. resin
c. maltene
d. None of the above
A
The depth of the weakened joint should at all
times not be less than ____, while the width
should not be more than ____.
a. 25 mm, 4 mm
b. 50 mm, 6 mm
c. 60 mm, 8 mm
d. 90 mm, 8 mm
B
In slump test, concrete shall be placed in the mold
in three layers, the depth of the 1st layer is
approximately ____________.
a. 70 mm
b. 80 mm
c. 90 mm
d. 100 mm
A
An asphalt mix prepared in the laboratory used 30%, 50%, 20% by
weight of coarse aggregate (CA), fine aggregate (FA), and mineral filler
(MF), respectively. If the specific gravity of CA, FA, and MF are 2.50,
2.65, 2.50, respectively, the overall specific gravity of composite
aggregate is:
a. 2.57
b. 2.58
c. 2.66
d. 2.77
A
If the 95% of the aggregates is mixed with 5% asphalt by weight of
mix, the specific gravity of the asphalt is 1.01 and the specific gravity
of the aggregate is 2.58. Compute the specific gravity of the mix.
(consider it is voidless)
a. 2.18
b. 2.23
c. 2.39
d. 2.50
C
What is the diameter that the soil thread shall begin to
break when doing the plastic limit test?
a. 1.5 mm
b. 2.5 mm
c. 3.2 mm
d. 3.5 mm
C
What is the maximum percentage of abrasion loss
allowed for paving coarse aggregate?
a. 30%
b. 40%
c. 50%
d. 60%
B
How many layers should a 50 – cm thick aggregate
base course be placed?
a. 2
b. 3
c. 4
d. 5
B
What is the PI if the PL = 23 and the LL = 35?
a. -12
b. +12
c. +58
d. +15
B
This is the sieve size used in sieving materials discharged
from the abrasion machine.
a. #40
b. #30
c. #12
d. #50
C
Not more than ___ of the bars maybe spliced in the
same cross – section, except when shown in the
plans.
a. ¼
b. 2/3
c. 1/3
d. ¾
C
Maximum Size Aggregate for structural concrete is less
than ______ spacing of the bars.
a. 25mm
b. 2/3 bar spacing
c. 1/3 bar spacing
d. ¾ bar spacing
B
In degree Celsius, what is the allowable temperature
of the fresh concrete upon discharge?
a. 25
b. 28
c. 30
d. 32
D
This is the result when there is wrong deposit or
conveyance of concrete.
a. Cracks
b. Segregation
c. Honeycomb
d. Fatigue
B
How many bags of cement is needed for class B
concrete per cubic meter?
a. 8.0
b. 9.0
c. 9.1
d. 9.5
A
The workability of the asphalt mix is very
dependent on the?
a. Temperature of the asphalt mix.
b. Size of the aggregates used.
c. Gradation of the Aggregates used.
d. Texture of the bitumen.
A
What is the rate of application for Bituminous Tack
Coat?
a. 1 – 2 L/sq.m.
b. 0.2 – 0.7 L/sq.m.
c. 0.9 – 1.8 L/sq.m.
d. 1.5 – 3.0 L/sq.m.
B
What is the minimum depth of the armored stem
thermometer that should be inserted to determine the
temperature of the delivered asphalt mix?
a. 4 inches
b. 5 inches
c. 6 inches
d. 7 inches
C
What is the (maximum) height of the reflectorized
thermoplastic rumble strips?
a. 10mm
b. 5mm
c. 13mm
d. 15mm
C
What is the tolerance of gabion dimension?
a. +-3%
b. +-4%
c. +-5%
d. +-6%
C
This is the minimum thickness of coco-net used as
bioengineering solution.
a. 10mm
b. 12mm
c. 13mm
d. 15mm
A
What is the acceptable IRI Value in m/km for
national primary roads? (Not more than)
a. 1
b. 3
c. 5
d. 10
B
Non – Shrink grout shall be placed within ___.
a. 60 Minutes
b. 45 Minutes
c. 30 Minutes
d. 15 Minutes
A
What kind of curve is formed by graphing
compaction curve of the MDD and OMC?
a. Parabolic
b. Hyperbolic
c. Linear
d. Algebraic
A
When the Fineness Modulus is smaller, the _____ is
the material.
a. Finer
b. Plastic
c. Coarse
d. Clayey
A
Asphalt Emulsion Mixes are also known as
a. Hot Mix Asphalt
b. Warm Mix Asphalt
c. Cold Mix Asphalt
d. None of the above
C
If there are 125 pieces of reinforced pipe culverts, how many
samples shall be taken for testing?
a. 1
b. 2
c. 3
d. None of the above
C
Which is not an effect of Fly Ash on Concrete?
a. Improve concrete workability.
b. Increase concrete durability.
c. Increase heat hydration
d. Leads to longer curing time.
C
What is Item 714?
a. Geo-Textiles
b. Water
c. Paint
d. Admixture
B
If waterproof membrane method is used during curing, the
curing membrane shall remain in place for a period of not
less than ____.
a. 24 Hours
b. 48 Hours
c. 72 Hours
d. 60 Hours
C
Test for Carbon Fiber Sheet/Plate
a. Pull-up Test
b. Pull-out Test
c. Pull-off Test
d. None of the above
C
The type of Emulsified Asphalt where asphalt globules are
positively charged and is used effectively for cold climate
a. Anionic
b. Cationic
c. Non-ionic
d. None of the above
B
What will you do when the aggregate sample material
such as base course passed the requirement of quality
tests except for Grading?
a. Obtain another set from a different source.
b. Reject the material and the source.
c. Just accept the material, it’s just grading only.
d. Process again the aggregate material by blending
D
Fly ash as mineral admixture can be permitted but not
exceeding ___ partial replacement of Portland cement in
concrete mix. (Item 311 PCCP)
a. 20%
b. 30%
c. 40%
d. 50%
A
Emulsified asphalt or cutback asphalt is usually used
for:
a. Seal Coat
b. Tack Coat
c. Prime Coat
d. B and C
B
This measures tendency of asphalt to form a
flammable mixture with air and indicates safe
working temperature of asphalts without catching
fire.
a. Ductility Test
b. Solubility
c. Spot Test
d. Flash Point
D
The amount of glass beads to be mixed with the paint shall be 500
grams per liter of paint and its index of refraction shall be within
the range of _____ when tested by the liquid immersion method at
29 degrees.
a. 2.5 - 2.60
b. 3.5 – 4.6
c. 0.50 – 0.60
d. 1.50 – 1.60
D
Traffic paint shall be applied to the pavement at the
rate of 0.33 Liter per sqm and shall dry sufficiently
to be free from cracking in from ___ minutes (drying
time).
a. 45 - 60
b. 10 - 15
c. 15 - 30
d. 30 - 45
C
When the top surface of a concrete specimen is rough
and not truly plane, stress concentrations are
introduced and the strength of the concrete is
reduced by about.
a. ½
b. 1/3
c. ¼
d. 1/5
B
Core Sampling will be done at least 3 representative cores
in equal to or at least ___ and if no single core is less than
____ of the specified strength.
a. 80% and 75%
b. 85% and 75%
c. 85% and 80%
d. 85% and 70%
B
The strength level of the concrete will be considered satisfactory if the
averages of all set of 3 consecutive strength test results equal or exceed the
specified strength, f ‘c and no individual result is deficient by more than __ of
the specified strength.
a. 10%
b. 15%
c. 20%
d. 25%
B
What is the class of Concrete used for Rubble Concrete and
for Concrete Slope Protection?
a. Class A
b. Class B
c. Class C
d. Class P
B
In the application of the Job-Mix Formula, the
allowable tolerance for the temperature of the mix
is?
a. ±5.0°C
b. ±8.0°C
c. ±10°C
d. ±12°C
C
In the application of the Job-Mix Formula, the
allowable tolerance for aggregates passing sieve no.
200 is?
a. ±2.0%
b. ±4.0%
c. ±7.0%
d. None of the above
A
Sinking of the ground because of underground material movement.
This is most often caused by the removal of water, oil, natural gas,
or mineral resources out of the ground by pumping, fracking, or
mining activities.
a. Settlement
b. Liquefaction
c. Subsidence
d. Gully Erosion
C
Volumetric measurement for concrete mixtures may be authorized
for small project requiring less than ______ of concrete per day of
pouring.
a. 50 cu.m.
b. 75 cu.m.
c. 100 cu.m.
d. 150 cu.m.
B
Weep holes shall be spaced at not more than___
center to center in a staggered manner and shall be
at least 50 – mm diameter PVC or other pipe
materials.
a. 1.0 meter
b. 1.5 meters
c. 2.0 meters
d. 2.5 meters
C
What is the class of stone for riprap and grouted
riprap if the stone weight varies between 30 kg to
70 kg?
a. Class A
b. Class B
c. Class C
d. Class D
B
How many percent of piles are used for testing?
Integrity Testing shall be conducted in at least ___ of
the total number of Piles.
a. 25%
b. 30%
c. 40%
d. 50%
D
Number of measurements for thickness
determination of Asphalt Core
a. 4
b. 6
c. 9
d. None of the
above
A
Number of measurements for thickness
determination of Concrete Core
a. 4
b. 6
c. 9
d. None of the
above
C
It is used to determine the soundness of cement and useful
for specific gravity determinations of hydraulic cement,
sand, and other fine materials.
a. Le Chatelier Flask
b. Vicat Apparatus
c. Ultrasonic Pulse Tester
d. Autoclave Machine
A
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
most likely occur?
a. Slippage cracking
b. Shoving
c. Raveling
d. Upheaval
B
The phenomenon wherein the soil subgrade losses
strength due to ground shaking and the presence of fine
grained cohesionless soil
a. Settlement
b. Liquefaction
c. Subsidence
d. Hydraulic Compaction
B
During Shotcrete curing, at least how many days it
shall be cured uninterrupted?
a. 3 Days
b. 5 Days
c. 7 Days
d. 10 Days
C