Compre Part 2

When the grading test results of the three (3) Stockpile are not in accordance with Item 201 requirements, which of the following is economical to recommend?
A. Replace the three (3) stockpiles with quality Item 201 materials.
B. Blend the three (3) stockpiles to produce a correct proportion that will meet the specified grading.
C. Allow the use of the materials provide corresponding deduction in payment will be affected.
D. Increase the thickness of Item 201.
The Plasticity Index (PI) required for Item 201, Aggregate Base Course materials, should not be greater than:
A. 8%
B. 12%
C. 6%
D. 9%
If the type of soil in Item 200 material is non- plastic, what Atterberg limit test can be performed?
A. Plastic limit
B. Liquid limit
C. Shrinkage limit
D. Both a and b
If the required thickness of Item 200 is 300 mm, the material may be spread and compacted in __________ layer(s).
A. One
B. Two
C. Three
D. Uniform
For a compacted pavement, what does the stability value in the Marshall Test measure?
A. Cohesion Resistance
B. Resistance to Displacement
C. Diametric Distortions
D. Skid Resistance
The flexural strength of concrete is considered satisfactory when the average strength of all sets of 3 consecutive strength of all sets of 3 consecutive strength test results equal or exceed the specified strength and when no individual strength test result is deficient by more than:
A. 10% of 550 psi
B. 15% of 550 psi
C. 20% of 550 psi
D. 25% of 550 psi
The maintenance work, under vegetation control, the remaining height grasses and shrubs should be left uncut is:
A. 50mm
B. 100mm
C. 200mm
D. 400mm
Concrete class A mix used and deposited in water for footing constructing shall maintain a slump between:
A. 5 and 10 cm
B. 10 and 20 cm
C. 20 and 30 cm
D. 30 and 40 cm
Concrete should be kept continuously wet by the application of water for a minimum period of how many days after it has been placed?
A. 28
B. 30
C. 14
D. 7
As practically possible, concrete mix should not be placed where this can be subject to manual dropping by not more than___________ and where no other special tools and means are used.
A. 3.0 m
B. 2.5 m
C. 2.0 m
D. 1.5 m
What is the required minimum weight of the gravity hammer used in pile driving?
A. 2000 kg
B. 1500 kg
C. 1800 kg
D. 1700 kg
What is the maximum allowable variation at the butt end of a pile in any direction from its location shown in the approved plans?
A. 75 mm
B. 50 mm
C. 25 mm
D. 40 mm
What is the allowable minimum penetration of piles in firm material?
A. 4.0 m
B. 2.5 m
C. 3.0 m
D. 2.0 m
What should the condition of the tack coat be before the next course is applied?
A. Wet
B. Sticky
C. Plastic
D. Dry
Concrete mix not place within ______________ minutes from the time ingredients were charged into the mixing drum or has developed initial set, should not be used.
A. 90
B. 45
C. 30
D. 15
What is the minimum allowable/required atmospheric temperature in the application of Item 305 bituminous material?
A. 5 ºC
B. 10 ºC
C. 12 ºC
D. 15 ºC
The inside face of a pothole, aside from squaring, must be made vertical before patching using cold or hot mix asphalt in order to:
A. Ensure bond between the new mix and old surface
B. Prevent pumping
C. Minimizing spalling
D. Prevent faulting
Repainting of steel bridge is an activity under:
A. Special maintenance
B. Preventive maintenance
C. Routine maintenance
D. Periodic maintenance
What do you call the process of cutting the branches around a tree on the roadside to make them denser and make them denser and grow straight?
A. Pruning
B. Grafting
C. Felling
D. Budding
The equivalent physical measurement used in the determination of the cost of maintenance of our national roads and bridges and all its facilities is known as:
A. Lane kilometre
B. Equivalent maintenance kilometre unit
C. Equivalent maintenance kilometre
D. Standard kilometre unit
Which of the following is not classified as a type of Caisson foundation?
A. Pneumatic foundation
B. Box caisson
C. Open caisson
D. Hydraulic caisson
What is the simplest type of superstructure of a concrete bridge with a limited span of 8 meteres?
A. Reinforced concrete slab
B. Concrete plank deck
C. Girder and slab superstructure
D. Beam or plank bridge
For any proposed bridge site, the topographic and river surveys should be extended from the centreline of the bridge at least
A. 100 to 200 m upstream only
B. 100 to 200 m downstream only
C. 100 to 200 m upstream and downstream
D. 300 m upstream and downstream
The most common hourly volume count used for roadway design is:
A. AADT
B. 30th highest hourly volume
C. Service flow
D. Highest 15 minute volume
Bearings for bridges are designed to provide free movements of girders. Which of the following is not used to allow such movement?
A. Expansion joints
B. Rockers
C. Sliding plates
D. Rollers
The maximum value of impact applied to the superstructure of a bridge should be:
A. 15.24/(L+38): Where L= portion of the span loaded for maximum
B. 50/(L+125)
C. 30%
D. 50%
Gravity loads usually refer to dead load and live load. Which of the following is not included in this classification?
A. Weight of all permanent components
B. Architectural components
C. Occupants, furnitures, etc.
D. Wind load
Lateral forces on building frames can be analysed by approximate analytical methods given below with the exception of:
A. Moment- Distribution Method
B. Portal Method
C. Factor Method
D. Cantilever Method
If a project is started more than 8 months after the bidding, the contractor is entitled to claim for:
A. Bonus
B. Additional advance payment
C. Price adjustment
D. Extra work order
After the final inspection of a reported 100% accomplished project, before a certificate of final inspection is issued, which of the following should be conducted in the field:
A. Emergency conference
B. Exit conference
C. Pre-construction conference
D. Turn over ceremony
In an inspection report, aside from the findings, which is the most important item to be included?
A. Duration of inspection
B. Members of the inspectorate team
C. Copy of the memorandum to inspectorate team
D. Recommendation of possible actions to be undertaken
A logbook contains the following data with the exception of:
A. Activities done during the day
B. Materials delivered and used for the day
C. The days weather condition
D. Survey data
What formula is used in computing price escalation?
A. No loss- no gain formula
B. Economic formula
C. Parametric formula
D. Parabolic formula
Where do we base and reckon the computation of contract price escalation of a project that is awarded thru public bidding?
A. Notice to proceed
B. Effectivity of the contract
C. Date of Approval
D. Date of bidding
Where do we base and reckon the computation of the contract price escalation of a project that is awarded thru simplified bidding?
A. Notice to proceed
B. Date of bidding
C. Approval of the contract
D. None of the above
Which of the following is not a flood damage mitigation measure?
A. Reduction of peck flow by reservoirs
B. Confinement of the flow by levees, floodwalls
C. Flood plain management
D. Highway drainage
For curve alignment of an internal open waterways (rectangular channel), the wall height must be at least 0.30 m above the super- elevated water surface for velocities of 10 meter/second or less. This means that if the super- elevated water level is at elevation 44.30 m, the top of the channel wall will be at least at elevation:
A. 44.0 m
B. 44.3 m
C. 44.6 m
D. 44.9 m
Since highways cross many natural drainage channels, provision of cross drainage as given below is necessary. The one not falling under cross drainage is:
A. Culverts
B. Bridges
C. Dips
D. Ditches
Before placing concrete, the base of a roadway for concreting should be kept in moist condition and saturated with water for at least:
A. 6 hrs.
B. 1.5 hrs.
C. 2 hrs.
D. 3 hrs.
What is the most appropriate filling material if you encounter unsuitable roadway foundation?
A. Fine aggregates
B. Coarse aggregates
C. Broken concrete
D. Granular material
The time elapsed from the time water is added to the concrete mix and transported by a truck mixer up to the time said mix is deposited in place at the site should not exceed:
A. 60 mins.
B. 45 mins.
C. 30 mins.
D. 90 mins.
What do you call the strengthening of an old existing asphalt or concrete pavement by providing additional adequate thickness over it?
A. Re-blocking
B. Sealing
C. Grouting
D. Overlaying
Concrete mix not in place __________ minutes from the time ingredients were charged into the mixing drum or has developed initial set, should not be used.
A. 90
B. 45
D. 30
C. 60
Which of the following is not included in the types of bridge foundations?
A. Spread footing
B. Caisson
C. Piles
D. Bearing shelf
What is the minimum length requirement for the longitudinal reinforcement of the piles that should be embedded in the bridge structure?
A. 30 times the diameter of main reinforcing deformed bars
B. 40 times the diameter of main reinforcing deformed bars
C. 50 times the diameter of main reinforcing deformed bars
D. 20 times the diameter of main reinforcing deformed bars
What do you call the road near or abutting a bridge?
A. Embankment
B. Approach
C. Abutment
D. Apron
What can be done on corners of concrete hollow block walls where no reinforced concrete column or wall stiffener is required/specified to join them?
A. Chipping
B. Interlocking
C. Epoxy binding
D. Bracing
The presence of excessive amount of sulphuric and alkali materials in water used in reinforced concrete construction will result to:
A. Increase in volume of mix
B. Early hardening of concrete
C. Corrosion of steel reinforcement
D. Whitening of finished surface of concrete
In patching works using cold mix (Emulsified Asphalt SS-1 Aggregate Mix), what color of the mix indicates that it is ready for application?
A. Dark brown
B. Grayish
C. Black
D. Blue- white
What do you call the process of cutting the branches around a tree on the roadside to make them denser and grow straight?
A. Pruning
B. Grafting
C. Felling
D. Buddling
Which of the following is not categorized as a type of steel deck used on bridges?
A. Steel jack arches
B. Open panel
C. Stiffened steel
D. Close through panel
What is the maximum allowable variation at the butt end of a pile in any direction from its location shown in the approved plans?
A. 75 mm
B. 50 mm
C. 25 mm
D. 40 mm
Driving heads of piles are provided to:
A. Ensure lateral support to the pile
B. Provide a driving surface normal to the pile
C. Avoid swaying
D. Splice piles
Which of the following items is not a structure of a dam?
A. Impervious fill
B. Random fill
C. Outlet protection works
D. Distribution canal
Which of the following is not a component of an economic evaluation of flood control projects?
A. Determination of flood discharges
B. Determination of estimated amount of damage
C. Subsurface investigation
D. Economic impact evaluation
The particle size distribution of coarse-grained soil is determined by:
A. Sieve analysis
B. Hydrometer analysis
C. Shaking test
D. Stripping test
For testing reinforcing steel bars, the sample for every 10 tons should be:
A. 0.5 meter long
B. 1.0 meter long
C. 1.5 meter long
D. 2.0 meter long
Under Item 310, the asphalt content of bituminous mix on the basis of total dry aggregate should be between:
A. 4% to 8%
B. 5% to 8%
C. 3% to 5%
D. 5% to 7%
To protect Portland cement concrete pavement against rain before it has sufficiently hardened, the contractor should be required to have at all times any of the following materials with the exception of:
A. Metal form or wood planks
B. Burlaps or cotton mats
C. Plastic sheeting material
D. Plastic water stops
The minimum flexural strength requirement of concrete for item 311 (Portland Cement Concrete Pavement) is:
A. 500 psi
B. 550 psi
C. 3000 psi
D. 3500 psi
The item no. for Portland Cement Concrete Pavement in the DPWH Standard Specifications is:
A. 200
B. 201
C. 310
D. 311
Soil classification is determined by:
A. Attenberg limits test
B. Sieve analysis test
C. Hydrometer test
D. A and b
After three weeks of completion, the asphalt overlay exhibited reflection cracking. What will you recommend to correct the said defect?
A. Apply seal coat
B. Apply additional bituminous mix
C. Redo the construction of the asphalt overlay
D. Apply cover aggregates
In identifying project location intended for asphalt pavement, which of the following criteria is not appropriate to recommend?
A. Drainage facilities is well- maintained
B. Location is not in a typhoon belt area
C. Existing base course id stable
D. Flood- prone road section
When the grading test results of the three stockpiles are not in accordance with item 201 requirements, which of the following is economical to recommend?
A. Replace the three stockpiles with quality item 201 materials
B. Blend the three stockpiles to produce a correct proportion that will meet the specified grading
C. Allow the use of the materials provided corresponding deduction in payment will be affected
D. Increase the thickness of item 201
A project is about to be started, but the as-staked plan shows a reduction in length or shortening of the proposed structure. What should the Project engineer do?
A. Issue notice to proceed and disregard the as-staked survey
B. Proceed with work, reflect the underrun in the as-built plan
C. Suspend work and request for review if redesign is needed
D. Recheck the as-staked plan
What do you call the additional support on steel piles to support embankment of the abutment of a bridge embedded in the ground designed to increase load safety factor against overturning?
A. Dead man
B. Pile
C. Bridge panel
D. Cross bracing
What is the simplest type of superstructure of a concrete bridge with a limites span of 8 meters?
A. Reinforced concrete slab
B. Concrete plank deck
C. Girder and slab superstructure
D. Beam or plank bridge
Which of the following is not classified as a type of caisson foundation?
A. Pneumatic foundation
B. Box caisson
C. Open caisson
D. Hydraulic caisson
In underpinning a pier the following methods may be undertaken before the repair work starts, with exception of:
A. Earth-filled wood cofferdaming
B. Water diversion on thru dikes of rock and earth
C. Use of steel sheet piles
D. Spurdiking
What is the technical term used in repairing the foundation of piers and abutments that have an indication of scouring and erosion?
A. Shotcreting
B. Underpinning
C. Riveting
D. Plastering
In pile driving, when the desired penetration cannot be obtained by driving alone, other schemes are used. Which of the following is not acceptable?
A. Water jets
B. Pilot holes
C. Both jet and holes
D. Square hole
Which of the following is not a flood prevention/mitigation measure?
A. Channel improvement
B. Dikes
C. Spillways
D. Reclamation
Which of the following is not a function Of A groin?
A. It decreases the flow velocity
B. It regulates the flow direction
C. It stabilizes the mountain grade
D. It decreases the scouring effect
What do you call the structure, typically less than 5,0 m that is built across or spanning a river or waterway?
A. Bridge (any type)
B. Culvert (pipe or box)
C. Viaduct
D. Chute
Which of the following is a bank protection structure?
A. Drainage ditch
B. Retaining wall
C. Lateral works
D. Pier resting on piles
The system of protecting land area from ocean waves is called:
A. River protection works
B. Coastal protection works
C. Slope protection works
D. Erosion control works
In a CPM diagram, these are points in time representing the start or completion of particular activities:
A. Activities
B. Connectors
C. Events
D. Dummies
In a PERT/CPM network, what is the latest allowable point in time that any event can occur, and still be on scheduled completion of a project?
A. Early start
B. Early finish
C. Late start
D. Late finish
What do you call a record or book compiled to contain the data information and history in thee implementation of a project from start to completion?
A. Blue book
B. History book
C. Log book
D. Statement of Work Accomplished (SWA)
If the required thickness of item 200 is 300 mm, the material may be spread and compacted in _______ layers.
A. One
B. Two
C. Three
D. Uniform
The amount withheld by the agency equivalent to 10% of the amount due to a contractor is referred to as:
A. Seed money
B. withholding
C. Retention money
D. Contractor tax
Measurement of concrete materials for concrete structures shall be by:
A. volume
B. weight
C. quantity
D. density
If the good and hard soil is available within 2 to 3 m below the bed level of a river, the design will generally require:
A. Spread foundations
B. Raft foundations
C. Pile foundations
D. Caisson foundations
The catch-up schedule reflects:
A. Financial expenditure
B. accomplishments-duration relationship
C. The advance accomplishment
D. Preliminary engineering activities
After a pre-final inspection is conducted on a project and having verified an accomplishment of 95% or more, which of the following is assured?
A. Final inspection certificate
B. Acceptance certificate
C. Punch list
D. Turnover certificate
To avoid hitting a waterfall, realignment of the route must be done. Being a new road that will pass through loose or heterogeneous strata, auger borings should be made on the proposed alignment at an average interval of:
A. 150 m
B. 200 m
C. 250 m
D. 500 m
For any proposed bridge site, the topographic and river surveys should be extended from the centreline of the bridge at least
A. 100 to 200 m upstream only
B. 100 to 200 m downstream only
C. 100 to 200 m upstream and downstream
D. 300 m upstream and downstream
Profile along the centreline of the river channel should be extended from the centreline of the bridge by at least
A. 100 to 200 m upstream only
B. 100 to 200 m downstream only
C. 100 to 200 m upstream and downstream
D. 300 m upstream and downstream
To find the time of flow, it is required to determine the length of channel. This can be done by transforming the drainage area into a rectangle whose two sides are in the proportion of 1:1, 5. The length of the stream is assumed one diagonal of this rectangle plus one-half of the shorter side of the rectangle, which is the:
A. Square root of the square of width (W) plus half of
B. Square root of the sum of the squares of longer side (L) and W plus half of W
C. Square root of the square of L plus Half of W
D. 3.O W
The maximum length of ascending gradient which a loaded truck can operate without undue reduction in speed is called:
A. Critical length of grade for design
B. Exceptional gradient
C. Limiting gradient
D. Ruling gradient
Proper storage of cement especially for big quantities stored at the jobsite must satisfy the following requirement with the exception of:
A. Flooring of warehouse should be well above the ground
B. Cement sucks should be stacked close together
C. Warehouse doors and windows should be closed except when cement is taken out for use
D. Warehouse should be located in an elevated place
The depth of corrugation and roughened finish by brooming on the surface of a newly set concrete pavement should not be more than:
A. 6.0 mm
B. 1.5 mm
C. 3.0 mm
D. 2.5 mm
What kind of reinforcing steel is used for tie bars of a PCCP?
A. Plain square bars
B. Plain round bars
C. Deformed square bars
D. Deformed round bars
When a contract is mutually terminated, the contractor is:
A. Blacklisted by the agency
B. Required to pay liquidated damages
C. Allowed to submit bids
D. Disallowed to submit bids
What is the item 505 in the DPWH Standard Specifications?
A. Structural concrete
B. Prestressed concrete
C. Riprap, grouted riprap
D. Stone masonry
Unless other sizes are shown in the plans, shoes for stone masonry should have a minimum thickness of:
A. 100 mm
B. 150 mm
C. 200 mm
D. 250 mm
How many core samples should be taken for thickness determination of a 2-kilometer, 2-lane concrete road pavement?
A. 10
B. 20
C. 30
D. 40
To avoid hitting a waterfall, realignment of the route must be done. Being a new road that will pass thorugh losse or heterogenous strata, auger borings should be made on the proposed alignment at an average interval of.
A. 150 m
B. 200 m
C. 250 m
D. 500 m
The most common hourly volume count used for roadway design is:
A. AADT
B. 30th highest hourly volume
C. Service flow
D. Highest 15 minutes volume
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