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Concrete and Masonry Construction questions for the CHST

CHST5 Domain 1: Hazard and Risk Identification and Control (K1.31 Concrete work). 3 free questions below. Every answer quotes and links the regulation paragraph it rests on.

Regulations covered

Text pulled from the eCFR, current as of 2026-10-14.

Question 1

A contractor wants to stage pallets of masonry block on a newly placed elevated concrete slab to save crane time. The superintendent says the slab has been curing for a week and looks fine. What must occur before the loads are placed on the slab?

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Answer: D. The employer must determine, based on information from a person qualified in structural design, that the slab can support the loads

The standard bars construction loads on a concrete structure unless the employer determines, from information provided by a person qualified in structural design, that the structure can support them. A visual check, a supplier's weight certification, or a set curing time does not satisfy that requirement.

Answer D rests on

29 CFR 1926.701(a)(opens ecfr.gov in a new tab)
“No construction loads shall be placed on a concrete structure or portion of a concrete structure unless the employer determines, based on information received from a person who is qualified in structural design, that the structure or portion of the structure is capable of supporting the loads.”

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Question 2

During a post-tensioning operation on an elevated slab, a laborer who is not part of the stressing crew asks to stand directly behind the jack to watch the tensioning. Which response complies with the standard?

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Answer: B. Deny it, because only employees essential to the post-tensioning operations may be behind the jack during tensioning

Only employees essential to the post-tensioning operations may be behind the jack during tensioning. PPE, a spotter, or limiting the time does not create an exception for a non-essential worker.

Answer B rests on

29 CFR 1926.701(c)(1)(opens ecfr.gov in a new tab)
“No employee (except those essential to the post-tensioning operations) shall be permitted to be behind the jack during tensioning operations.”

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Question 3

A concrete contractor has stacked single post shores in two tiers to support a deck form. During the pre-pour walkthrough, the site safety technician finds the following: the design was prepared by a qualified designer, the posts in both tiers are vertically aligned, and the splices are made so the posts cannot shift out of alignment. Bracing at the splice level exists in only one direction, and the individual tiers have no diagonal bracing. Which deficiency must be corrected before concrete is placed?

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Answer: D. The shores need bracing in two mutually perpendicular directions at the splice level, and each tier must also be diagonally braced in those same two directions

The standard requires bracing in two mutually perpendicular directions at the splice level, plus diagonal bracing of each tier in the same two directions. The existing one-direction bracing and unbraced tiers fall short, and the standard does not limit diagonal bracing to the top tier; vertical alignment and splicing are already required, so those items are not deficiencies.

Answer D rests on

29 CFR 1926.703(b)(8)(iv)(opens ecfr.gov in a new tab)
“The single post shores shall be adequately braced in two mutually perpendicular directions at the splice level. Each tier shall also be diagonally braced in the same two directions.”

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5 more concrete and masonry construction questions in the full CHST bank

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