All FE Civil practice problems

FE Civil Surveying practice problems

6 free FE Civil Surveying practice problems with answers and full worked solutions. Surveying carries 6–9 of the 110 questions on the FE Civil exam (NCEES specification effective July 2020). Pick an answer to check it, then read the worked solution and why each wrong choice is wrong.

6 worked Surveying problems

  1. Question 1 of 6

    A line has a bearing of S 9 E. Its azimuth measured clockwise from north is most nearly:

    Answer choices for question 1

    Show the answer and the reasoning

    Why C

    Given: bearing angle 9 degrees in the south-east quadrant. Relation: Az = 180 - bearing angle, measured clockwise from north. Substitute: Az = 180 - 9. Result: azimuth = 171.0 degrees.

    Why A is tempting

    Reported the bearing angle itself. Only a north-east bearing has an azimuth equal to its bearing angle.

    Why B is tempting

    Measured the angle from the east-west axis instead of from north or south.

    Why D is tempting

    Applied the south-west conversion regardless of the actual quadrant.

    Source NCEES FE Reference Handbook 10.6 — Civil Engineering, Surveying

  2. Question 2 of 6

    A rectangular parcel measures 850 ft by 200 ft. Its area is most nearly:

    Answer choices for question 2

    Show the answer and the reasoning

    Why B

    Given: 850 ft by 200 ft. Relation: acres = area in ft^2/43,560. Substitute: 850(200) = 170,000 ft^2; 170,000/43,560. Result: 3.903 acres.

    Why A is tempting

    Divided by the square feet in a hectare rather than an acre.

    Why C is tempting

    Used a round 40,000 ft^2 per acre.

    Why D is tempting

    Divided by the feet in a mile.

    Source NCEES FE Reference Handbook 10.6 — Civil Engineering, Surveying

  3. Question 3 of 6

    A conical stockpile is 50 ft across the base and 17 ft high. Its volume is most nearly:

    Conical stockpile 50 ft across the base and 17 ft high, standing at its natural angle of repose.
    Answer choices for question 3

    Show the answer and the reasoning

    Why A

    Given: base diameter 50 ft, height 17 ft. Relation: V = (1/3)pi R^2 h, /27 for yd^3. Substitute: V = (1/3)pi(25)^2(17) = 11126 ft^3; /27. Result: V = 412.1 yd^3.

    Why B is tempting

    Divided by two rather than three.

    Why C is tempting

    Divided by 9 rather than 27.

    Why D is tempting

    Used the diameter where the area formula needs the radius.

    Source NCEES FE Reference Handbook 10.6 — Civil Engineering, Surveying

  4. Question 4 of 6

    A course has an azimuth of 160 degrees. Its back azimuth is most nearly:

    Answer choices for question 4

    Show the answer and the reasoning

    Why D

    Given: forward azimuth 160 degrees. Relation: back azimuth = azimuth + 180, keeping the result between 0 and 360. Substitute: 160 + 180. Result: 340.0 degrees.

    Why A is tempting

    Subtracted from 180, which is the rule for converting a south-east bearing, not for a back azimuth.

    Why B is tempting

    Reflected the azimuth about north rather than reversing the direction.

    Why C is tempting

    Added a right angle.

    Source NCEES FE Reference Handbook 10.6 — Civil Engineering, Surveying

  5. Question 5 of 6

    The height of instrument is 415.00 ft. A foresight of 4.50 ft is read on a turning point. Its elevation is most nearly:

    Level whose height of instrument is 415.00 feet, taking a foresight of 4.5 ft on a turning point; the rod reading is subtracted from the line of sight.
    Answer choices for question 5

    Show the answer and the reasoning

    Why B

    Given: HI = 415.00 ft, foresight 4.50 ft. Relation: elevation = HI - foresight. Substitute: 415.00 - 4.50. Result: elevation = 410.50 ft.

    Why A is tempting

    Divided rather than subtracted.

    Why C is tempting

    Reported the height of instrument.

    Why D is tempting

    Added the foresight. A foresight is read on a point whose elevation is below the line of sight, so it is subtracted.

    Source NCEES FE Reference Handbook 10.6 — Civil Engineering, Surveying

  6. Question 6 of 6

    A closed traverse has 4 sides. The theoretical sum of its interior angles is most nearly:

    Closed traverse with 4 sides; the interior angles at its vertices must sum to the value fixed by the number of sides.
    Answer choices for question 6

    Show the answer and the reasoning

    Why A

    Given: a closed traverse of n = 4 sides. Relation: sum of interior angles = (n - 2)(180). Substitute: (4 - 2)(180). Result: 360 degrees. Check: the exterior angles of any closed traverse sum to 360.

    Why B is tempting

    Subtracted one instead of two.

    Why C is tempting

    Left out the subtraction of two. A triangle would then sum to 540 rather than 180.

    Why D is tempting

    Added two rather than subtracting.

    Source NCEES FE Reference Handbook 10.6 — Civil Engineering, Surveying

Going further

Frequently asked questions

How many Surveying questions are on the FE Civil exam?

Between 6 and 9 of the 110 questions, according to the NCEES FE Civil specification effective July 2020.

Are these real NCEES exam questions?

No. NCEES does not release its exam questions. These are original FE-style problems written to the NCEES specification and the FE Reference Handbook; every calculated key is checked by two independent solution methods.

Are these Surveying practice problems free?

Yes. All 6 problems on this page, with answers and full worked solutions, are free and need no account.

Check where you stand, free

The quick diagnostic is eight FE Civil questions in about ten minutes, with no account. The free mock is a full 110-question, 5 hour 20 minute FE Civil paper with a worked solution for every question.