NASCLA Concrete: six questions across five books

Concrete is 6 of the 115 scored questions on the NASCLA Commercial General Building exam, about 5%. Six questions is not many, but five of the 24 listed references are about concrete, so the real skill here is knowing which one to open. This guide sorts the books, covers the field topics and works the arithmetic.

Check anything you rely on against your own licensed code book and the edition your AHJ enforces.

What the bulletin says, and what it leaves out

PSI's Candidate Information Bulletin (updated 7 Jul 2026) gives the area name and its count of 6, with no topic list. It allows ACI 318-14 or ACI 318-19 (2022), and says code questions use only the listed code editions. The topics below are our reading of the area name and the reference list.

Which book for which question

Our suggestion from the titles. NASCLA publishes no mapping.

Question is aboutOpen first
Placing, consolidating, finishing, curing, hot and cold weatherThe Contractor's Guide to Quality Concrete Construction (ACI)
A code requirement for structural concreteACI 318, the edition you bring
Identifying, supporting, tying and placing rebarCRSI Placing Reinforcing Bars
Unbonded post-tensioning tendonsPTI Level 1 Field Fundamentals
Erecting precast piecesPCI Erectors' Manual
Safety around concrete work29 CFR 1926, Subpart Q

Because two editions of ACI 318 are allowed, never answer a code limit from memory. Look it up in your copy.

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Topics to cover

  • Materials. Cement, water, aggregates, admixtures and supplementary materials such as fly ash or slag.
  • Water-cement ratio. Lower ratios give higher strength and better durability, as long as the mix can still be placed and consolidated. Water added at the truck raises the ratio.
  • Testing. Slump measures consistency, not strength. Strength comes from cylinders made in the field and broken in a lab.
  • Placing and finishing. Avoid long drops that separate the mix, consolidate without over-vibrating, and do not finish while bleed water is on the surface.
  • Joints. Control joints make cracks form where you want them. Isolation joints separate a slab from columns and walls. Construction joints are where one placement stops.
  • Curing. Keep the concrete moist and at a suitable temperature so it keeps gaining strength.
  • Reinforcing, post-tensioning and precast. Bar sizes, cover, chairs and laps; tendon placing and stressing; lifting precast only at its designed points and bracing it until connected.
  • Safety. No construction loads on concrete unless the employer has information from a person qualified in structural design that it can carry them (1926.701(a)). Protruding rebar workers could fall onto must be guarded against impalement (1926.701(b)). Both confirmed in the eCFR text current to 4 Nov 2026.

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Worked examples

All numbers are invented. Each is worked two ways.

Water-cement ratio. A mix has 517 lb of cement and 30 gallons of water per cubic yard. Water weighs about 8.33 lb per gallon, so 30 x 8.33 = 249.9 lb. The ratio is 249.9 / 517 = 0.48. Check: 517 x 0.48 = 248.2, close to 249.9; to three places the ratio is 0.483.

Slab yardage. A slab is 50 ft by 36 ft and 4 in. thick. Area = 50 x 36 = 1,800 square feet. Volume = 1,800 x (4 / 12) = 600 cubic feet, and 600 / 27 = 22.22 cubic yards. With 8% waste, 22.22 x 1.08 = 24.0, so order 24 cubic yards. Check: 1,800 x 4 = 7,200, divided by 12 is 600 cubic feet.

Footing yardage. A continuous footing is 180 ft long, 2 ft wide and 1 ft deep. Volume = 180 x 2 x 1 = 360 cubic feet, and 360 / 27 = 13.33 cubic yards. Check: 13.33 x 27 = 360 (to rounding).

Bar size. For common inch-pound bar sizes, the bar number is the nominal diameter in eighths of an inch, so a #6 bar is about 6/8 = 3/4 in. Check: 0.75 x 8 = 6.

Common mix-ups

  • Slump is not strength. A higher slump means a wetter, more fluid mix.
  • Water at the site is not the fix. More workability comes from an admixture or an allowed mix change.
  • Thickness in inches. 4 in. is 0.333 ft, not 4. Convert before you multiply.
  • Field practice versus code. A finishing question goes to the field guide; a cover or strength requirement goes to ACI 318.

How to practice

Tab each of the five concrete books at its index and the two or three topics in the table above. Then drill: read a question, name the book in five seconds, find the topic and time yourself. Work yardage problems until the divide-by-27 step is automatic. The NASCLA study guide pairs Concrete with Site Construction, and Metals is another six-question area.

Practice it

Work slab and footing quantities with the free concrete yardage calculator.

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Not affiliated with or endorsed by NASCLA or PSI. NASCLA and PSI are named only to identify the exam and its test vendor. Book titles are named only to identify them.

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