Compre Part 4
. If the strength of control specimen does not meet the requirement and not feasible to obtain cores due to structural consideration, as Materials Engineer what will be your decision?
A. Remove and Replaced
B. Area will not be paid
C. Payment will be made at an adjusted price
D. None of the above
After concrete has been placed, it is advisable to maintain fully wetted and in position for how many hours?
A. 14 hours
B. 24 hours
C. 72 hours
D. 15-18 hours
Rock shall be excavated to a depth ___below sub grade within the limit of the roadbed
A. 100 mm
B. 150 mm
C . 200 mm
D. 300 mm
Minimum penetration of all piles shall be ___.
A. 3 meters
B. 6 meters
C. 7 meters
D. 4.5 meters
Piles shall not be driven within 7 meters of concrete less than ___
A. 7 days
B. 14 days
C. 28 days
D. 21 days
Paint contains ___ of pigment and ___ vehicle.
A. 20% & 80%
B. 21% & 79%
C. 79% & 21%
D. 80% & 20%
Minimum thickness of bedding materials beneath the pipe is ___.
A. 100 mm
B. 150 mm
C. 200 mm
D. 300 mm
Tolerance of gabion dimension is ____.
A. +/- 3%
B. +/- 2%
C. +/- 5%
D. +/- 4%
Minimum density of gabions is ____.
A. 1,000kg/cum.
B. 1,200kg/cum.
C. 1,400kg/cum.
D. 1,500kg/cum.
Soundness loss of field gabions is ___.
A. 9%after 5 cycles
B. 10%after 5 cycles
C. 11%after 5 cycles
D. 12%after 5 cycles
The heating temperature of reflectorized thermoplastic material during application is __
A. 130+/-7*C
B. 150+/-7*C
C. 200+/-7*C
D. 211+/-7*C
Submission of sample minimum quantity of material for asphalt cement is ___
A. 5 kg
B. 10kg
C. 20kg
D. 100kg
For how many years does the small Contractor given to procure necessary testing equipment?
A. 2 years
B. 4 years
C. 5 years
D. 6 years
The depth of the weakened joints must be less than ___ and a width of ____.
A. 40mm & 6mm
B. 50mm & 5mm
C. 40mm & 5mm
D. 50mm & 6mm
In soil boring shall be carried to a depth of at least ___below the proposed grade line.
A. 0.5m
B. 1.0m
C. 1.5m
D. 1.8m
The test that determine the pile bearing capacity by loading one or more pile and measuring settlement under load is ___
A. Vane shear test
B. Plate bearing test
C. Pile load test
D. Bored Pile Test
The weight of disturbed samples from hard auger or split spoon shall be at least__.
A. 1 kg
B. 20kg
C. 10kg
D. 100kg
The length of Shelby Tube of an undisturbed sample is ____.
A. 10”long
B. 18”long
C. 20”long
D. 15” long
For small project where quantity of steel bars is 10,000kg.or less, what is the basis of acceptance of material?
A. No testing
B. P.E.Certificate
C. Mill Certificate
D. Site Inspection
___determine the best combination of the material that will produce potentially stable & durable mixture.
A. Job mix formula
B. Marshall formula
C. Design of bit.mix
D. Design Mix
___is the rate of loading for concrete cylinder sample subject to compression test
A. 20-40psi/sec
B. 20-50psi/sec
C. 15-40psi/sec
D. 15-50psi/sec
In soil exploration, if the characteristic of rock is questionable, the minimum depth of boring into the bedrock should be ____.
A. 1.5m
B. 2.0m
C. 2.5m
D. 3.0m
Determine the soil bearing capacity by loading a steel plate usually 30”diameter.
A. Vane shear test
B. Plate bearing test
C.Pile load test
D.None of the above
What is the rate of loading of concrete beam tested for flexural stress?
A.125-175psi/sec.
B. 115-150psi/sec
C. 110-150 psi/sec
D. 130-175 psi/sec.
Being a Project Inspector, you are asked to monitor the on-going construction of a revetment. Which of the following should have the highest elevation?
A. Normal water level
B. Maximum experienced flood level
C. Existing bank level
D. Headwall level
Which of the following is the main purpose of the first advance payment to a contractor?
A. Seed money
B. Progress payment
C. Mobilization costs
D. Representation costs
After a pre-final inspection is conducted on a project and having verified an accomplishment of 95% or more, which of the following is issued?
A. Final Inspection Certificate
B. AcceptanceCertificate
C. Punch List
D. Turnover Certificate
The best aid in locating and identifying areas of discussion in an inspection report are:
A. Bar Charts
B. Executive Summary
C. Weather Charts
D. Photographs
What is the minimum width of widening on curve?
A. 1000 mm
B. 500 mm
C. 750 mm
D. 600 mm
Maximum Time for the change order to be approved?
A. 60 days
B. 45 days
C. 30 days
D. 15 days
What is the relative strength of mortar at 7 & 28 days of fine aggregates, when tested for the effect of organic impurities, which is higher than the standards?
A. Not less than 90%
B. Not less than 80%
C. Not less than 95%
D. Not less than 98 %
.In concrete sampling paste shall be of normal consistency of ______ when the rod settles to a point below the original suface in 30 seconds.
A. 10+/- 1 mm
B. 11+/- 1 mm
C. 15 +/- 1 mm
D. 20 +/- 1 mm
What is the curing temperature of a concrete sample?
A. 10-15 *C
B. 18-24*C
C. 15-18*C
D. 16-27*C
What is the wash loss of fine aggregates in the no.200 sieve?
A. 1 %
B. 2 %
C. 3 %
D. 4 %
Retarder can delay the setting time of concrete up to how many hours?
A. 1 hour
B. 2 hours
C. 4 hours
D. 8 hours
Super plasticizer can increase the strength of concrete up to how many percent ?
A. 40-60 %
B. 50-60 %
C. 50-70 %
D. 60-70%
._________ is the moisture in an air dried soil.
A. Moisuture Content
B. Natural Moisture Content
C. Hygroscopic Moisture Content
D. Hydrometer Moisture Content
._________is the tolerance of mix in a bituminous temperature.
A. +/-10 *C
B. +/-12 *C
C. +/- 15 *C
D. +/- 18 *C
._________number of measurement taken in a core sample for thickness determination of the finish asphalt pavement.
A. 3
B. 4
C. 5
D. 8
. In the absence of beam mold in site, cylinder mold is allowed by specification. What is the required strength?
A. 2500 psi
B. 3000 psi
C. 3500 psi
D. 4000 psi
Prime coat shall be left undisturbed for at least ______.
A. 6 hours
B. 12 hours
C. 24 hours
D. 16 hours
The first phase of rolling the spread bituminous mix is called breakdown rolling which is carried out by tandem-smooth-wheeled roller, temperature requirement must be ________.
A. 200 – 225 *F
B. 190-199 8F
C. 160-180 *F
D. 150-185 *F
How many gradation ranges for hot plant mix bituminous pavement are there in the blue book?
A. 5
B. 6
C. 7
D. 8
If no core had been taken at the end of each day of operation and the project has already been completed, a core shall be taken ________
A. For every 75 l.m./lane
B. For every 150 l.m./lane
C. For every 100 l.m./lane
D. For every 1,000 l.m./lane
.__________ is the slump of workable concrete if vibrated.
A. 10-20 mm
B. 10-40 mm
C. 40-50 mm
D. 40-75 mm
.________Burnt product which is used by Gypsum and pulverized to form Portland Cement.
A. Hydraulic Cement
B. Clinker
C. Fly Ash
D. Volcanic Ash
.________ a classification of soil which 35% or less the particles pass through no. 200 sieve .
A. Grain size soil
B. Granular Materials
C. Silty Clay Materials
D. Clayey Materials
.________ a classification of soil which 35% more of the particles pass through 200 sieve.
A. Course Sand Soil
B. Granular Materials
C. Silty-Clay Materials
D. Clayey Materials
.It evaluate the quality of soil as highway sub-grade material.
A. Attenberg Limit
B. Plasticity Index
C. Group Index
D. Liquid Limit
.It indicates good subbase materials when G.I. Is equal to ________.
A. 0
B. 5
C. 10
D. 20
It indicates very poor subbase materials when G.I. Is equal to _____.
A. 0
B. 5
C. 10
D. 20
It indicates the composition of soil.
A. Attenberg Limit
B. Plasticity Index
C. Group Index
D. Liquid Limit
The higher value of PI of the soil, the weaker will be the soil performance as a _________.
A. True
B. False
C. Depend
D. None of the above
._______ is the minimum percent of A-6 group classification of soil.
A. 0
B. 6
C. 20
D. 35
When the value of G.I. Is negative, what will be the soil performance?
A. Poor Subgrade
B. Very good Subgrade
C. Good Subgrade
D. None of the above
The weight of Sandy soil for Hydrometer Analysis is _______.
A. 10 grams
B. 25 grams
C. 50 grams
D. 100 grams
.________ is a type of soil in which most of the soil grains are of the same size.
A. Poorly graded
B. Well graded
C. Cap graded
D. None of the above
Percent passing loose for coarse aggregates when tested for clay lump is _______.
A. 1.0 percent
B. 0.25 mass percent
C. 0.8 percent
D. 1.0 mass percent
The mass percent passing loose for coarse aggregates when tested soft fragment is _______.
A. 0.10
B. 0.25
C. 3.5
D. 1.0
If slag is used, the density of coarse aggregate is ________.
A. 30-100 kg/cu.m.
B. 150 kg./cu.m.
C. 1,120 kg/cu.m
D. 1,400 kg/cu.m.
Mass percent loose for fine aggregates when tested in Clay lumps is ____.
A. 0.10
B. 0.25
C. 0.80
D. 1.0
_______ is a type of cement which shall be transferred to an elevated, air tight and weather proof bins storage.
A. Portland Cement
B. Pozzolan Cement
C. Bulk Cement
D. None of the above
What is the strength for load bearing hollow blocks?
A. 600 psi
B. 700 psi
C. 800 psi
D. 1000 psi
When mixed at the site or in a central mixing plant, the mixing time shall not be less than _____________ nor more than _____________unless mix performance test prove adequate of the concrete in a shorter time period.
A. 50 second and 90 seconds
B. 30 seconds and 70 seconds
C. 20 seconds and 60 seconds
D. 40 seconds and 80 seconds
The batches shall be so charged into the drum that a portion of the mixing water shall enter in advance of the cement and aggregate. The flow of water shall be uniform and all water should be in the drum by the end of the _____________ of the mixing period.
A. 20 seconds
B. 15 seconds
C. 10 seconds
D. 5 seconds
The time elapsed from the time water is added to the mix until the concrete is deposited at the site shall not exceed ____________when concrete is hauled in the truck.
A. 60 minutes
B. 70 minutes
C. 90 minutes
D. 45 minutes
The minimum percent compaction for embankment is ______.
A. 92.0 %
B. 97.0 %
C. 95.0 %
D. 100 %
. The minimum percent compaction for base and Sub-base of the road is _______.
A. 100 %
B. 105 %
C. 95 %
D. 98 %
The CBR value of aggregate base course is not less than _____.
A. 80 %
B. 85 %
C. 90 %
D. 100 %
The CBR value of aggregate subbase course is not less than ____.
A. 25.0 %
B. 30.0 %
C.35.0 %
D. 20 %
The minimum compressive strength for Class A concrete is 20.7 Mpa, How about Class C?
A. 3,000 psi (20.7 Mpa)
B. 2,400 psi (16.7 Mpa)
C. 5,000 psi (37.7 Mpa)
D. 3500 psi (24 Mpa)
What is the significance of determination of the tensile properties of reinforcing steel bars?
A. This method is intended to determine yield and tensile strength of the bar as well as its elongation and is used to classify the bars into grade
B. This method is intended to evaluate the ductile properties of the reinforcing steel bars
C. To get the Strength
D. None of the above
A tie bar should be ______.
A. Deformed bar
B. Round bar
C. Flat bar
D. Square Bar
A dowel bar should be _____.
A. Deformed bar
B. Round bar
C. Flat bar
D. Square Bar
The mortar for masonry shall consist of _______.
A. One part of Portland Cement and 2 parts of sand
B. One part of Cement and 3 parts of sand
C. One part of Portland Cement and 4 part of sand
D. One part of Portland Cement and 1 part of sand
The apparatus used to measure the thickness or height of compacted bituminous paving mixture.
A. Ruler
B. Vernier Califer
C. Steel Tape
D. Meter Stick
. It is used in calculating the unit weight of the mixture and the degree of compaction of the asphalt pavement.
A. Bulk Specific Gravity of compacted bituminous mixtures using saturated surface dry specimen.
B. Dry unit weight of compacted bituminous mixtures
C. Both a and b.
D. None of the above.
The test which covers the quantitative determination of bitumen in hot mixed paving mixtures and pavement samples for specification service evaluation, control and research.
A. Extraction
B. Spot Test
C. Flash Point
D. Melting Point
The solvent used in extraction of bitumen is ______.
A. Diesel Oil
B. Gasoline
C. Water
D. Salt Water
The percent of bitumen content is computed based on ______.
A. Mass of raw sample
B. Mass of dry aggregates
C. Mass of asphalt
D. Mass of wet aggregates
The method used to determine the grading of aggregate extracted from bituminous mixture is _______.
A. Mechanical analysis of extracted aggregates
B. Stability Test
C. Viscosity Test
D. Extraction
The drying temperature of sample is _______.
A. 110 +/- 5*C
B. 100 * C
C. 100 +/-5 *C
D. 115 +/- 5*C
_______ is a solid asphalt which is a basic constituent of all other asphalt called as hot asphalt or penetration grade asphalt.
A. Asphalt Cement
B. Cutback Asphalt
C. Emulsified Asphalt
D. Bitumin
_______ is a kind of liquid asphalt which is a mixture of asphalt cement and kerosene.
A. Medium Curing Cutback
B. sphalt Cement
C. Rapid Curing Cutback
D. Low Curing Cutback
_______ is a kind of liquid asphalt which is a mixture of asphalt cement and gasoline.
A. Rapid Curing Cutback
B. Blown Asphalt
C. Joint Filler
D. Asphalt Cement
Asphalt is defined as ______.
A. A petroleum product
B. A dark brown to black cementitous materials whose consistency ranges from solid to semi-solid and whose- main constituent is called bitumen is either found in nature or as a residue in petroleum refining.
C. None of the above
D. Both a and b.
It is a kind of liquid asphalt which is a mixture of asphalt cement and water with emulsified with pungent odor.
A. Emulsified Asphalt
B. Asphalt Cement
C. Rapid Curing Asphalt
D. Medium Curing Cutback
Joint Filler in concrete pavement is a _______.
A. Blown Asphalt
B. Hot Asphalt
C. Liquid Asphalt
D. Emulsified Asphalt
A device used to measure the relative hardness of asphalt is ____.
A. Penetrometer
B. Spectometer
C. Vicat Apparatus
D. Armoured Thermometer
A property of asphalt cement to stretch without breaking is called ____.
A. Ductility
B. Durability
C. Tensile
D. Hardness
An apparatus used to determine the specific gravity of asphalt is called ______.
A. Metal Pycnometer
B. Glass Pycnometer
C. Any bottle
D. Graduated Cylinder
Consistency test for asphalt is called _______.
A. Viscosity
B. Slump Test
C. Washing
D. Extraction
A process of volatilization test which measures the relative proportion of asphalt to oil.
A. Distillation
B. Extraction
C. Float Test
D. Viscosity
. _____ is a period wherein the asphalt begins to melt.
A. Softening Point
B. Fire Point
C. Boiling Point
D. Melting Point
The sampling requirement of asphalt is ______.
A. 1 sample for every 200 drums or 40 metric tons
B. 1 sample for every 100 drums
C. 1 sample for every shipment
D. 1 sample per 10 box
The component of bituminous mixes which range from 92 to 96 % is called ______.
A. Bituminous Blended Aggregates
B. Concrete Aggregates
C. Sand
D. Gravel
______ is a property of bituminous mixes in pavement to resist deformation or displacement due to impose load or repeated loading.
A. Stability
B. Flexibility
C. Ductility
D. Durability
_______ is a property of bituminous mixes in pavement to resist disintegration or deterioration due to the action of water, traffic and changing climate.
A. Durability
B. Flexibility
C. Ductility
D. Stability
______ is a property of bituminous mixes in pavement adjust itself to settlement.
A. Flexibility
B. Rigidity
C. Hardness
D. Ductility
These are the factor affecting the workability of bituminous mixes
A. Gradation of aggregate quality of asphalt and temperature of mix.
B. Surface texture and temperature mix
C. Quantity of aggregate and asphalt content.
D. None of the above.
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