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Exam Number : NCEES-PE
Exam Name : NCEES - PE Civil Engineering
Vendor Name : NCEES
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NCEES-PE test Format | NCEES-PE Course Contents | NCEES-PE Course Outline | NCEES-PE test Syllabus | NCEES-PE 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)


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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student supplies & varieties | Resources

here is a summary of guidelines and strategies specific to the department of Civil Engineering. other school guidelines and strategies within the catalog additionally observe to Civil Engineering majors. These policies practice to all Civil Engineering students. it is the college students' responsibility to have in mind these guidelines. The branch will not hear petitions for deviation from articulated guidelines made through college students who disregard catalog coverage.

minimal Grade requirements

The intention of this requirement is to assure that every one Civil Engineering majors reap the minimum level of competency in all their coursework required for a Bachelor of Science Civil Engineering diploma. All classes taken in the principal should be achieved with a grade of "C-" or stronger. additionally, here minimal grade requirements must be met:

  • A minimum grade element ordinary of 2.0 ("C") is required within the major courses, offered for the degree.
  • A minimal grade point standard of 2.0 ("C") is required for courses used to fulfill well-known training requirements.
  • A minimum grade element regular of two.0 ("C") is required for all classes tried and for all courses attempted at CSUS.
  • Calculator coverage

    handiest latest FE/EIT accredited calculators may be allowed throughout in-class civil engineering exams. Use of an unapproved calculator should be considered an act of educational dishonesty. Per CE branch policy, the most effective calculators allowed for quizzes, exams, and exams are:

  • Casio: All fx-115 fashions; any Casio calculator with fx-one hundred fifteen in its mannequin name is allowed.
  • Hewlett Packard: The HP 33s and HP 35s models are allowed. No different Hewlett Packard models are allowed.
  • Texas gadgets: All TI-30X and TI-36X models are allowed; any Texas devices calculator with TI-30X or TI-36X in its mannequin name is allowed.
  • See NCEES Calculator policy.

    mobile communication contraptions can also not be substituted for calculators and are strictly prohibited from all quizzes and tests.

    Incomplete Grades

    Incomplete grades are issued most effective based on university policy.

  • The scholar must be passing the course at the time an "Incomplete" is requested.
  • An Incomplete Petition must be submitted to the branch with the scholar's and the path teacher's signature.
  • the unfinished Petition (obtained in the branch office) must specify the work to be accomplished.
  • It have to additionally explain the groundwork wherein the pupil's ultimate grade will be determined
  • The last date for completion of the incomplete work ought to be cited.
  • An Incomplete grade that is not cleared with the aid of the set date will lapse to an F grade.
  • An incomplete grade will revert to an F grade after two semesters.
  • school Repeat limit policy

    college students may repeat no more than a total of 28 units at Sacramento State. (college students may additionally repeat a maximum of sixteen gadgets for grade forgiveness, and students might also repeat an extra 12 contraptions for grade commonplace past the sixteen instruments of forgiveness, for a maximum of 28 complete units.) once the 28-unit limit has been reached, no exceptions can be granted.

    branch direction Repeat coverage

    Undergraduate engineering and civil engineering lessons which are used to meet the Bachelor of Science in Civil Engineering diploma necessities may well be repeated simplest twice (for a total of three attempts). Grades of the 2nd and third effort should be averaged in grade aspect calculations, and no grade can also be earned after the third attempt.

    Reinstatement coverage

    students seeking reinstatement to the Civil Engineering foremost ought to complete a Reinstatement Petition (obtained at Admissions and statistics). That petition may be reviewed with the aid of the department Chair for approval or rejection. notice: The only foundation for reinstatement is the expectation (supported by means of facts supplied by way of the pupil) that the student is now more likely to progress towards the enough completion of the department's degree necessities in a well timed manner.


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