NCEES - PE Civil Engineering Practice Test
NCEES-PE exam Format | Course Contents | Course Outline | exam Syllabus | exam Objectives
The Principles and Practice of Engineering (PE) exam 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 exam is an 8-hour exam with 80 questions. It is administered in pencil-and-paper format twice per year in April and October. See the exam schedule for specific dates.
Reviewing the PE exam specifications and design standardsReading the reference materials and examinee guideUnderstanding scoring and reportingViewing the most up-to-date PE exam 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 exam 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 exam 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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Question: 35
Which of the following assumptions regarding the compression strength of
concrete used in reinforced concrete beam design is valid?
1. The American Concrete Institute (ACI) recommends that all beams be designed using high strength concrete
2. High strength concrete compression strengths range from 3,000 to 7,000 pounds per square inch
3. Compression strength of normal concrete ranges from 3,000 to 7,000 pounds
per square inch
4. None of the above
Answer: C
The assumption compression strength of normal concrete ranges from 3,000 to 7,000 pounds per square inch for the concrete used in reinforced concrete beam design is valid. ACI does not recommend that high strength concrete be used in the design of all beams. The compression strength of high strength concrete ranges from 7,000 - 15,000 pounds per square inch.
Question: 36
What is the velocity (in ft/sec) in a rectangular concrete channel with a width of 3
feet (ft), a hydraulic grade line slope of 0.002 ft/ft, a flow depth of 1.5 ft and an assumed Manning's coefficient n = 0.014?
1. 0.15 ft/sec
2. 1.50 ft/sec
3. 3.92 ft/sec
4. None of the above
Answer: C
the velocity in a rectangular channel with the given dimensions is 3.92 ft/sec. Solution: Use Manning's Equation and solve for V V = (K/n) R2/3 Sf1/2 Where: K = conversion coefficient (1.486 for English units, 1.0 for SI) n = 0.014, the Manning coefficient d = depth of flow = 1.5 ft w = width of channel = 3.0 ft Sf= channel slope = 0.002 ft/ft A = Area = d x w = 1.5 ft x 3 ft = 4.5 ft2 P = wetted perimeter = w + 2d = 3 ft + 3 ft = 6 ft R = hydraulic radius = A/P = (4.5 ft2)/ (6 ft)
= 0.75 ft V = (1.486/0.014) x (0.75 ft)2/3 x (0.002 ft/ft)1/2 = 3.92 ft/sec
Question: 37
The hydraulic radius of a sewer refers to which of the following?
1. The diameter
2. Channel perimeter
3. One-half the diameter
4. The ratio of the cross-sectional area of flow to the wetted perimeter
Answer: D
The hydraulic radius of a sewer refers to the ratio of the cross-sectional area of flow to the wetted perimeter. (The wetted perimeter is the portion of a cross- sections perimeter that is wet.) The equation that describes the hydraulic radius of a channel, Rh, is expressed as follows: Rh = A/P = cross sectional area of flow
/ wetted perimeter
Question: 38
For most proposed land development projects, pre- and post-development watershed drainage patterns are typically evaluated to determine if substantial hydrologic alterations are proposed that will result in which of the following?
1. Changes to groundwater recharge
2. Changes to water regime within a given resource area
3. Increase runoff from the area
4. All of the above
Answer: D
For most proposed land development projects, pre- and post-development watershed drainage patterns are compared to determine if substantial hydrologic alterations will be made to the watersheds groundwater recharge, water regime, and area runoff. The drainage patterns reviewed include the surface and subsurface paths of water entering, crossing, and leaving the site. Additionally, areas where water is stored within the project site are also evaluated for pre- and post-construction conditions.
Question: 39
Eulers Formula is used to determine which of the following properties related to a simply-supported column?
1. Maximum bending moment
2. Critical buckling load
3. Shear stress
4. None of the above
Answer: B
Eulers Formula is used to determine the critical buckling load of a simply- supported column. Eulers Formula is expressed as follows: Fcr = [(E x I)(p2)]/L2 Where: - E = Youngs modulus of the material used to construct the column - I = cross-sectional area moment of inertia - L = column length
Question: 40
What is the composite C value for the following drainage area for a 10-year storm recurrence interval?Drainage area: 0.25 acres of residential lots with 40% imperviousness (C = 0.49) 0.25 acres of lawn with 0.95% slope with 0% imperviousness (C = 0.22) 0.10 acres of impervious pavement (C = 0.95)
1. 0.20
2. 0.45
3. 0.55
4. Not enough information provided
Answer: B
The composite C value for the given drainage area for a 10-year storm recurrence interval is 0.45. Solution: Calculate composite C by using the following equation: C = (C1A1 + C2A2 + C3A3) / (A1 + A2 + A3) C = [(0.25 acres x 0.49) + (0.25 acres x 0.22) + (0.10 acres x 0.95)]/ (0.25+0.25+0.10) C = 0.45
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