Latest PDF of NCEES-PE-Civil-Construction: NCEES - PE Civil Engineering: Construction

NCEES - PE Civil Engineering: Construction Practice Test

NCEES-PE-Civil-Construction test Format | Course Contents | Course Outline | test Syllabus | test Objectives

The Principles and Practice of Engineering (PE) test tests for a minimum level of competency in a particular engineering discipline. It is designed for engineers who have gained a minimum of four years post-college work experience in their chosen engineering discipline.

The PE Civil test is an 8-hour test with 80 questions. It is administered in pencil-and-paper format twice per year in April and October. See the test schedule for specific dates.

Reviewing the PE test specifications and design standardsReading the reference materials and examinee guideUnderstanding scoring and reportingViewing the most up-to-date PE test pass rates

I. Project Planning
A. Quantity take-off methods
B. Cost estimating
C. Project schedules
D. Activity identification and sequencing
II. Means and Methods
A. Construction loads
B. Construction methods
C. Temporary structures and facilities
III. Soil Mechanics
A. Lateral earth pressure
B. Soil consolidation
C. Effective and total stresses
D. Bearing capacity
E. Foundation settlement
F. Slope stability
Civil Breadth test Specifications Continued
IV. Structural Mechanics
A. Dead and live loads
B. Trusses
C. Bending (e.g., moments and stresses)
D. Shear (e.g., forces and stresses)
E. Axial (e.g., forces and stresses)
F. Combined stresses
G. Deflection
H. Beams
I. Columns
J. Slabs
K. Footings
L. Retaining walls
V. Hydraulics and Hydrology
A. Open-channel flow
B. Stormwater collection and drainage (e.g., culvert, stormwater inlets, gutter flow, street flow, storm sewer pipes)
C. Storm characteristics (e.g., storm frequency, rainfall measurement and distribution)
D. Runoff analysis (e.g., Rational and SCS/NRCS methods, hydrographic application, runoff time of concentration)
E. Detention/retention ponds
F. Pressure conduit (e.g., single pipe, force mains, Hazen-Williams, Darcy-Weisbach, major and minor losses)
G. Energy and/or continuity equation (e.g., Bernoulli)
VI. Geometrics
A. Basic circular curve elements (e.g., middle ordinate, length, chord, radius)
B. Basic vertical curve elements
C. Traffic volume (e.g., vehicle mix, flow, and speed)
VII. Materials
A. Soil classification and boring log interpretation
B. Soil properties (e.g., strength, permeability, compressibility, phase relationships)
C. Concrete (e.g., nonreinforced, reinforced)
D. Structural steel
E. Material test methods and specification conformance
F. Compaction
VIII. Site Development
A. Excavation and embankment (e.g., cut and fill)
B. Construction site layout and control
C. Temporary and permanent soil erosion and sediment control (e.g., construction erosion control and permits, sediment transport, channel/outlet protection)
D. Impact of construction on adjacent facilities
E. Safety (e.g., construction, roadside, work zone)
CIVIL–CONSTRUCTION DEPTH test Specifications
I. Earthwork Construction and Layout
A. Excavation and embankment (e.g., cut and fill)
B. Borrow pit volumes
C. Site layout and control
D. Earthwork mass diagrams and haul distance
E. Site and subsurface investigations
II. Estimating Quantities and Costs
A. Quantity take-off methods
B. Cost estimating
C. Cost analysis for resource selection
D. Work measurement and productivity
III. Construction Operations and Methods
A. Lifting and rigging
B. Crane stability
C. Dewatering and pumping
D. Equipment operations (e.g., selection, production, economics)
E. Deep foundation installation
IV. Scheduling
A. Construction sequencing
B. Activity time analysis
C. Critical path method (CPM) network analysis
D. Resource scheduling and leveling
E. Time-cost trade-off
V. Material Quality Control and Production
A. Material properties and testing (e.g., soils, concrete, asphalt)
B. Weld and bolt installation
C. Quality control process (QA/QC)
D. Concrete proportioning and placement
E. Concrete maturity and early strength evaluation
VI. Temporary Structures
A. Construction loads, codes, and standards
B. Formwork
C. Falsework and scaffolding
D. Shoring and reshoring
E. Bracing and anchorage for stability
F. Temporary support of excavation
VII. Health and Safety
A. OSHA regulations and hazard identification/abatement
B. Safety management and statistics
C. Work zone and public safety

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NCEES-PE-Civil-Construction PDF trial Questions

NCEES-PE-Civil-Construction trial Questions

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Question 333:
A. 500 cy cut
B. 500 cy fill
C. 1,000 cy cut
D. 1,000 cy fill
Answer: A
Explanation: The net volume is calculated as:
Net Volume = Cut Volume - Fill Volume = 5, 000 cy - 4, 500 cy = 500 cy cut
Question 334:
During the installation of a deep foundation system, a pile driving contractor encounters unexpected boulders at a depth of 15 feet. If the driving resistance increases significantly, what
A contractor is performing cut and fill operations on a site where the cut volume is 5,000 cubic yards and the fill volume is 4,500 cubic yards. What is the net cut or fill volume?
is the recommended course of action?
1. Continue driving with increased force
2. Switch to a larger pile size
3. Use a drilling method to penetrate the boulders
4. Abandon the site
Answer: C
Question 335:
A construction team is planning to install temporary shoring for a basement excavation. If the excavation is 20 feet deep and the lateral earth pressure is estimated to be 40 lb/ft�, what is the total lateral force acting on the shoring system at the base of the excavation?
A. 800 lbs
B. 1,600 lbs
C. 2,000 lbs
D. 3,200 lbs
Answer: A
Explanation: The total lateral force is calculated as:
Explanation: If unexpected boulders are encountered, the recommended course of action is to use a drilling method to penetrate the boulders before continuing with pile installation to avoid damaging the pile and ensuring proper placement.
Total Force = Lateral Pressure � Height = 40 lb/ft2 � 20 ft = 800 lbs
Question 336:
A construction project requires the installation of a bracing system to support a tall structure during erection. If the anticipated lateral load on the structure is 60 kips and the
bracing system is designed with a safety factor of 2, what is the minimum design capacity required for each brace if there are four braces equally sharing the load?
1. 15 kips
2. 30 kips
D. 75 kips
Answer: B
Explanation: The design capacity for each brace is calculated as:
60 kips
Total Load = 4 = 15 kips
Considering the safety factor:
Design Capacity = 15 kips � 2 = 30 kips
Question 337:
During the excavation of a site for a new high-rise building, the contractor is implementing a support system to prevent soil collapse. If the excavation is 12 feet deep and the soil is classified as Type B, what is the maximum allowable unbraced
60 kips
height according to OSHA regulations?
1. 4 feet
2. 5 feet
3. 10 feet
4. 12 feet
Answer: D
implemented.
Question 338:
A contractor is planning to erect a steel frame structure that will support a roof load of 100 kips. If the crane used for erection has a maximum lifting capacity of 80 kips at the
required radius, what is the maximum additional load the crane
can safely lift when considering the weight of the frame itself, which is estimated to be 20 kips?
A. 0 kips
B. 20 kips
C. 40 kips
D. 60 kips
Answer: A
Explanation: For Type B soil, OSHA regulations allow a maximum unbraced height of 12 feet. If the excavation exceeds this height, appropriate shoring or bracing must be
Explanation: The total load the crane must lift is the sum of the roof load and the weight of the frame:
Total Load = 100 kips + 20 kips = 120 kips
Since the crane can only lift 80 kips, it cannot safely lift this load.
Question 339:
to this loading?
A. 150 ft-kips
B. 300 ft-kips
C. 600 ft-kips
D. 900 ft-kips
Answer: B
Explanation: The moment M about the column can be calculated as:
M = Load � Distance = 30 kips � 10 ft = 300 ft-kips
Question 340:
A site safety manager is implementing an OSHA-compliant safety management plan on a construction site. Which of the
In a construction site, a contractor must assess the impact of construction loads on a permanent structure. If an equipment loading of 30 kips is applied at a distance of 10 feet from the column centerline, what is the moment about the column due
following is NOT a requirement under OSHA regulations for safety management in construction?
1. Regular safety inspections
2. Employee safety training
3. Posting safety signs in multiple languages
4. Eliminating all risks associated with construction
Answer: D
associated with construction. The goal is to minimize risks and provide a safe working environment.
Question 341:
During a construction project, a contractor needs to ensure public safety while maintaining traffic flow around the work zone. If the work zone is set up on a road that carries 10,000 vehicles per day, what is the minimum width of the travel lane that must be maintained to ensure safety, according to typical highway standards?
A. 10 feet
B. 11 feet
C. 12 feet
D. 14 feet
Explanation: While OSHA requires regular safety inspections and employee training, it is not feasible to eliminate all risks
Answer: B
Explanation: According to typical highway standards, a minimum travel lane width of 11 feet should be maintained in work zones to ensure safe passage of vehicles.
Question 342:
A. 12.5 kips
B. 21.65 kips
C. 25 kips
D. 28.87 kips
Answer: A
Explanation: The vertical component Fv can be calculated using:
Fv = F � sin(?) = 25 kips � sin(30�) = 25 kips � 0.5 =
12.5 kips
Question 343:
A contractor is assessing the need for lateral support for an excavation that is 18 feet deep. If the soil is classified as Type C,
A bracing system is implemented to support a temporary structure during construction. If the bracing must withstand a horizontal load of 25 kips and the angle of the brace is 30 degrees from the horizontal, what is the vertical component of the force acting on the brace?
what is the maximum depth at which the excavation can be left unprotected according to OSHA regulations?
1. 4 feet
2. 5 feet
3. 6 feet
4. 8 feet
Answer: C
Therefore, any excavation deeper than this must be supported or braced.
Question 344:
In a construction project, a structural engineer is calculating the total load on a beam that supports a roof. If the beam is subjected to a dead load of 20 kips and a live load of 15 kips, what is the total load that the beam must support?
A. 20 kips
B. 30 kips
C. 35 kips
D. 50 kips
Answer: C
Explanation: For Type C soil, OSHA regulations state that the maximum depth for an unprotected excavation is 6 feet.
Explanation: The total load on the beam is calculated by summing the dead load and live load:
Total Load = Dead Load + Live Load = 20 kips +
15 kips = 35 kips
Question 345:
A construction site has established a work zone for maintenance activities on a busy highway. If the speed limit in the work zone is reduced to 45 mph, what is the minimum distance required for advance warning signs according to MUTCD guidelines?
B. 200 feet
C. 300 feet
D. 500 feet
Answer: C
Explanation: According to the Manual on Uniform Traffic Control Devices (MUTCD), the minimum distance for advance warning signs in a work zone with a speed limit of 45 mph is typically 300 feet.
Question 346:
A contractor is using a support system to stabilize an excavation for a trench that is 10 feet deep. If the lateral earth pressure is calculated to be 50 lb/ft�, what is the total lateral
A. 100 feet
force acting at the bottom of the trench?
1. 500 lbs
2. 1,000 lbs
3. 1,500 lbs
4. 2,000 lbs
Answer: A
Explanation: The total lateral force F is calculated as:
Question 347:
A safety manager is developing a hazardous materials communication program for a construction site. According to OSHA regulations, what information must be included in the Safety Data Sheets (SDS) provided to workers?
A. Chemical manufacturer�s name and address
B. Specific use of the chemical
C. Disposal instructions
D. All of the above
Answer: D
Explanation: OSHA regulations require that Safety Data Sheets (SDS) include comprehensive information, including the chemical manufacturer's name and address, specific use,
F = Lateral Pressure � Height = 50 lb/ft2 � 10 ft = 500 lbs
hazards, and disposal instructions to ensure worker safety.
Question 348:
A construction site is set up adjacent to a busy street. If the contractor needs to implement a maintenance of traffic (MOT)
plan, which of the following elements is essential to include in the plan to ensure public safety?
1. Traffic control devices
2. Work zone signage
3. Temporary barriers
Answer: D
Explanation: A comprehensive maintenance of traffic (MOT) plan must include traffic control devices, work zone signage, and temporary barriers to ensure the safety of both workers and the public.
Question 349:
During a construction project, it is determined that additional bracing is needed due to increased wind loads. If the wind load increases to 80 lbs/ft� and the structure is 30 feet tall, what is the total horizontal load on the bracing system?
A. 1,200 lbs
B. 1,800 lbs
All of the above
1. 2,400 lbs
2. 3,600 lbs
Answer: C
Explanation: The total horizontal load H can be calculated as:
H = Wind Load � Height = 80 lbs/ft2 � 30 ft = 2, 400 lbs
Question 350:
construction site involving heavy equipment. If one piece of
equipment has a total weight of 50,000 lbs and is positioned on a slope of 15 degrees, what is the component of the weight acting parallel to the slope that could cause sliding?
A. 12,500 lbs
B. 16,000 lbs
C. 19,500 lbs
D. 22,500 lbs
Answer: A
Explanation: The component of the weight acting parallel to the slope W can be calculated using:
Wparallel = W � sin(?) = 50, 000 lbs � sin(15�) � 12, 500 lbs
A contractor is required to perform a risk assessment on a

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NCEES - PE Civil Engineering: Construction Practice Test

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