Construction Engineering Review: Questions and Answers, Exercises of Electrical Engineering

A set of review questions and answers related to construction engineering. It covers topics such as horizontal control, batching, piles, transverse cracks, screeding, raveling, slump tests, specifications, curing, and safe design. The questions address various aspects of construction materials, processes, and structural properties, offering a comprehensive review for students and professionals in the field. It also includes questions about soil compaction, concrete finishing, and material selection for coastal construction. Useful for exam preparation and reinforcing key concepts in construction engineering. (404 characters)

Typology: Exercises

2024/2025

Available from 05/28/2025

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2025 Construction Engineering Review Questions and Answers
1. Horizontal Control: This is commonly identified as primary, secondary and
work- ing control on the jobsite.
2. Batching: The process of proportioning the cement, water, aggregates
and ad- ditives prior to mixing concrete.
3. Pile: It is nothing more than a column driven into the soil to support a
structure by transferring building loads to a deeper and stronger layer of
soil or rock.
4. Transverse cracks: Cracks approximately at right angles to the pavement
cen- terline, caused by shrinkage or differential thermal stress of the asphalt
concrete or reflective cracks.
5. Screeding: To level a floor or layer of concrete with a straight edge
using a back-and-forth motion while moving across the surface.
6. Raveling: Wearing way of the pavement surface caused by dislodging of
aggre- gate particles and binder, usually a result of insufficient asphalt binder
in the mix or stripping of asphalt from particles of aggregate.
7. Batching: The most important process to prepare concrete.
8. Slump test: A test to determine the relative consistency of concrete.
9. Specifications: These are written instructions detailing how the facility is
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2025 Construction Engineering Review Questions and Answers

  1. Horizontal Control: This is commonly identified as primary, secondary and work- ing control on the jobsite.
  2. Batching: The process of proportioning the cement, water, aggregates and ad- ditives prior to mixing concrete.
  3. Pile: It is nothing more than a column driven into the soil to support a structure by transferring building loads to a deeper and stronger layer of soil or rock.
  4. Transverse cracks: Cracks approximately at right angles to the pavement cen- terline, caused by shrinkage or differential thermal stress of the asphalt concrete or reflective cracks.
  5. Screeding: To level a floor or layer of concrete with a straight edge using a back-and-forth motion while moving across the surface.
  6. Raveling: Wearing way of the pavement surface caused by dislodging of aggre- gate particles and binder, usually a result of insufficient asphalt binder in the mix or stripping of asphalt from particles of aggregate.
  7. Batching: The most important process to prepare concrete.
  8. Slump test: A test to determine the relative consistency of concrete.
  9. Specifications: These are written instructions detailing how the facility is

to be constructed.

  1. Curing: A construction operation that protects concrete so that moisture is not lost during the early stages of hardening, keeping it at a temperature that promotes hydration.
  2. Safe design: Which of the following are the concept of safe design for construc- tion? I. The design of the structure to be built. II.The subsystem to be included in the structure (electrical, mechanical, plumbing, etc.) III.The equipment involved in building the structure. IV.The on-site facilities such as man lifts, elevators, concrete batch plants and rock crushing/gravel processing or asphalt plants. V. The manpower of the structure. A. All of the above B. III, IV & V C. I, II, III & IV D. I, III, IV & V
  3. Shrinkage: It occurs as concrete hardens, being greater in wet mixes. Curing helps to limit effects and therefore concrete in the actual structure should be thoroughly and continuously moistened for some considerable

B. II, III, IV, V

C. I, II, III, IV

D. all of these

  1. Formworks: the form or mold used in building construction to hold concrete before it sets.
  2. damping: a measure of a material's ability to dissipate or deaden mechanical vibrations.
  3. D. All of the above: The safe capacity of piles driven by powered hammers is based on the following data: I. Average penetration per blow, last six blows II.Energy of hammer III.Weight of hammer IV.Weight of pile, including appurtenances V. Coefficient of restitution depending on the weight of piles A. II, III, IV only B. I, II, III only C. I, II, IV and V only D. All of the above
  4. Contract: a formal or legally binding agreement between two parties.
  5. Turnover of a project: It occurs after the completion of construction and the resolution of the majority of punch list and commissioning issues.
  1. specifications: provides the detailed requirements for the materials, equip- ment, and workmanship to be incorporated into the project.
  2. Plate line capacity: the bucket volume contained within the bucket when the following outline of the bucket sides.
  3. Screeding: to level a floor or layer of concrete with a straight edge using a back and forth motion while moving across the surface.
  4. Fatigue resistance: a measure of a material's ability to withstand cyclic (repeat- ed) stresses.
  5. Piles: a column driven into the soil to support a structure by transferring building loads to a deeper and stronger layer of soil or rock.
  6. D. All of the above: A project can be any series of activity and task that: I. Have a specific objective to be completed within certain specifications. II.Have definite start and end dates. III.Monitored project planning IV. Have following limits (if applicable) V. Consume resources (i.e., money, people, equipment) A. I, II, and IV only B. II only C. III only D. All of the above
  7. B. unforeseen conditions: Which of the following will not cause a

under repeated traffic.

  1. Loadability: A measure of the difficulty in excavating and loading a soil.
  2. Concrete: Any material consisting of a mixture of aggregates, such as sand, gravel, or crushed stone, fastened together by cement.
  3. Hardness: A measure of a material's ability to resist indentation or penetration.
  4. Consolidation: An increase in soil density of cohesive soil resulting from the expulsion of water from the soil void spaces.
  5. A. Bleeding-Screeding-Leveling-Edging-Jointing-Floating-Trowel- ing-Broom finishing: Which of the following is the correct step by step process of finishing standard weight concrete slabs in chronological order? A. Bleeding-Screeding-Leveling-Edging-Jointing-Floating-Troweling-Broom finish- ing B. Bleeding-Broom-finishing-Leveling-Edging-Jointing-Floating-Troweling- Screed- ing C. Screeding-Broom-finishing-Leveling-Edging-Jointing-Floating-Troweling- Bleed- ing. D.Edging-Broom-finishing-Leveling-Jointing- Screeding -Floating-Troweling- Bleed- ing
  6. Grouting: The process of injecting any agent into soil or rock to increase its strength or stability, protect foundations or reduce ground

water.

  1. Leveling: The process of bringing a concrete surface to true grade with enough mortar to produce the desired finish.
  2. Jointing: The placement of pre-molded inserts in a concrete slab to control cracking due to shrinkage.
  3. Slipping: When the path traveled along the road surface is more than the circumferential movement of the wheels due to rotation.
  4. A. all of the above: Which of these structural properties are key part of structural material selection process for harbor and coastal construction? I. Specific gravity II.Material strength III.Resistance to cyclical impact loading IV. Resistance to seismic forces V. Material flexibility VI. Structural size A. all of the above B. V only C. II and IV only D. I only
  5. Material Flexibility: The ability of a material to bend without breaking.
  6. Specific Gravity: A measure of the density of a material compared to the

D. Installation of the retarder is optional, as it does not affect condensation issues significantly.

  1. Joint Sealant: A rubber of rubberlike composition used to fill and seal joints or openings.
  2. Epoxy: A functional powder coating for appliances that increases resistance to corrosion and wear.
  3. Competency Standards: Industry-determined specifications of performance describing the skills, knowledge, and attitudes required by a worker.
  4. C. I, II, III, IV, V: Operating cost is the sum of those expenses a contractor experiences by working on equipment on a project. I. Repair cost II.Cost of replacing high wear parts III.Fuels and lubricants IV.Tire cost V. Operator/Labor cost A. I, II, III B. I, II, IV C. I, II, III, IV, V D. I, II, III, V, VI
  5. B. Gypsum: Which of the following acts as a retarder of concrete?

A. Lime B. Gypsum C. Calcium Chloride D. Sodium Silicate

  1. B. 15: Which of the following is the minimum thickness of one layer of compacted granular sub-base. A. 10 B. 15 C. 20 D. 25
  2. Specifications: Detailed requirements for materials, equipment, and workman- ship to be incorporated into a project.
  3. Plans: Drawings usually accompanied by notes of various aspects or compo- nents of the design.
  4. B. providing smaller diameter bars more in number: In the design of a reinforced concrete beam the requirement for bond is not getting satisfied. The economical option to satisfy the requirement for bond is by A. bundling of bars B. providing smaller diameter bars more in number C. providing larger diameter bars less in number D. providing same diameter bars more in number

placed transversely, at regular intervals, to provide adequate expansion space for the slab to expand when the pavement is subjected to an increase in temperature.

  1. Contraction Joint: Joints placed in concrete pavements, which are usually placed transversely at regular intervals across the width of the pavement to release some of the tensile stresses that are due to a decrease in temperature.
  2. Construction Joint: Joints placed in concrete pavements, which are usually placed transversely across the pavement width to provide suitable transition be- tween concrete placed at different times or on different days.
  3. Transverse Joint: Joints, placed in concrete pavements at right angles to the center line of the pavement.
  4. Bleeding: Generally, the dry materials used in making quality concrete are heavier than water. Thus, shortly after placement, they have a tendency to settle to the bottom and displace the mixing water to the surface.
  5. Screeding: The surface of newly placed concrete is struck off by moving a straightedge back and forth with a saw-like motion across the top of the forms.
  6. Leveling: The bringing of a concrete surface to true grade with enough mortar to produce the desired finish.
  1. Jointing: Immediately following or during edging, pre-molded inserts are placed in concrete slabs to control cracking in the concrete as a result of shrinkage.
  2. Temperature: When inside the building, one may notice unusual sounds and change in the building. What causes these events?
  3. Placing: It is the movement of plastic concrete into its final position (usually within forms).
  4. Floating: In general, may be done when the water sheen has disappeared and the concrete will support the weight of the finisher.
  5. Troweling: This is done on slabs that are to be left exposed or to receive thin finishes, such as resilient flooring, carpet, tile or paint.
  6. Bill of Materials: A comprehensive list of parts, items, assemblies, subassem- blies, intermediate assemblies, documents, drawings, and other materials required to create a product.
  7. Bill of Quantities: A list of materials and services required to perform a project. The list includes materials, labor, and quantities of each.
  8. Project Contract: A formal agreement between parties outlining the terms of a project.
  9. Transverse Cracking: Cracks approximately at right angles to the pavement centerline, caused by shrinkage or differential thermal stress of the asphalt concrete.
  1. Demolition: Complete or partial dismantling of a building or structure by pre-planned and controlled methods.
  2. Slipform paver: A machine capable of spreading, consolidating, and finishing a concrete slab without the use of conventional forms.
  3. Dragline: A versatile machine with the longest reach for digging and dumping of any member of the crane shovel family.
  4. Excavator: A machine used for digging and moving large amounts of earth.
  5. Backhoe: A type of excavating equipment that consists of a digging bucket on the end of a two-part articulated arm.
  6. Spalling: The breaking away of surface material from a concrete structure.
  7. Drap Track Raveling: Progressive disintegration of the surface caused by drip- ping of gasoline or oil from vehicles.
  8. Joint or crack spalling: Wearing away of the pavement surface at joints or cracks.
  9. Flushing: The process where excess asphalt rises to the surface of the pave- ment.
  10. Blending: The mixing of different materials to achieve a desired consistency or property.
  11. Water line capacity: Assumes a level of material flush with the lowest edge of the bucket.
  12. Struck Capacity: The bucket capacity when the load is struck off flush

with the bucket sides.

  1. Fixed time: It represents those components of cycle time other than travel time.
  2. Variable time: This represents the travel time required for a unit to haul material to the unloading site and return
  3. Ground Modification: The process of giving natural soils enough abrasive resistance and shear strength to accommodate design loads is called.
  4. Scaling: It is the breaking away of hardened concrete surface of a slab to a depth of about 1.6 to 4.8 mm.
  5. Crazing: It is the occurrence of numerous fine hair cracks in the surface of a newly hardened slab to surface shrinkage.
  6. Dusting: Appearance of powdery material on the surface of newly hardened concrete Slab.
  7. Leveling: Bringing of a concrete surface to true grade with enough mortar to produce the desired finish.
  8. Screeding: The surface of newly placed concrete is struck off by moving a straightedge back and forth with a sawlike motion across screeds.
  9. Troweling: Is done on slabs that are to be left exposed or to receive thin finishes, such as resilient flooring, carpet, tile or paint.

C. I, II, and III D. II, III, and IV

  1. Balancing: In highway construction, the process of cutting down high spots and filling in low spots of each roadway layer.