A wall placement stops because the pump line plugs, and the leading edge begins to stiffen before the next lift can be placed. Which action best addresses the cold-joint risk?
Correct Answer
D) Create or treat a construction joint as directed by the specifications or engineer before continuing
Once concrete has stiffened enough to risk a cold joint, the crew should follow the specified construction-joint or surface-treatment procedure before continuing. Other choices: dry cement, extra vibration alone, and surface water do not create a properly bonded joint.
Why This Is the Correct Answer
Once concrete has stiffened enough to risk a cold joint, the crew should follow the specified construction-joint or surface-treatment procedure before continuing.
Why the Other Options Are Wrong
Option A: Cover the stiffened surface with dry cement and keep placing, leaving cold joint control unverified
Choice A gives Cover the stiffened surface with dry cement and keep placing. Its specific error: it leaves out the controlling Cold joint control result: Create or treat a construction joint as directed by the specifications or engineer before continuing.
Option B: Vibrate the next lift longer and ignore the elapsed time
Choice B (Vibrate the next lift longer and ignore the elapsed time) is rejected because the action skips the timing, documentation, or field-control step needed for Cold joint control.
Option C: Add water to the old concrete surface
In concrete work, Add water to the old concrete surface is the wrong selection for Cold joint control: it solves the wrong trade problem; the field result tied to Cold joint control is Create or treat a construction joint as directed by the specifications or engineer before continuing.
Memory Technique
Pair cold joint control with the real field trigger, then choose the response that produces Create or treat a construction joint as directed by the specifications or engineer before continuing.
Reference Hint
Open The Contractor's Guide to Quality Concrete Construction, 4th Ed., 2018; use the index entry or section for "Cold joints and construction joint treatment" to confirm that Once concrete has stiffened enough to risk a cold joint, the crew should follow the specified construction-joint or surface-treatment procedure before continuing.
More NASCLA Questions
Bid instructions require bid security with each sealed bid. Which purpose should the estimator associate with that requirement?
A wood deck surface has 320 sf of coverage. Boards have a 5-1/2 in. actual face width, and the order includes an 8 percent cutting allowance. What linear footage is closest?
Using the dimensions shown for the stabilized construction entrance, what is the plan area?
A reroof area requires 14,720 sf of rigid insulation. Boards are 4 ft by 8 ft, and the order includes 5 percent waste. How many boards are needed?
Two addenda revise the drawings before bid day. What must a responsive bidder normally do with those addenda?
A utility trench is 180 ft long, 3 ft wide, and 7 ft deep with vertical sides inside a trench shield. What excavation volume is required?
A 120 ft long Type C trench is cut with a 4 ft bottom width and a 6 ft depth. If side slopes are 1-1/2 horizontal to 1 vertical, what excavation volume is closest?
A storm pipe run needs 240 ft of bedding, 4 ft wide and 6 in. thick. Including a 10 percent ordering allowance, how many cubic yards of bedding aggregate are needed?
A mass excavation produces 1,180 loose cubic yards of material for off-site disposal. End-dump trucks can haul 18 loose cubic yards per trip. What truck count is required?
An asphalt-shingle roof has a slope of 3:12. Under the IBC low-slope asphalt-shingle provisions, what underlayment arrangement is required?
People Also Study
Business & Financial Management
120 questions Β· 70% to pass
Contract Administration
60 questions Β· 70% to pass
Project Management
60 questions Β· 70% to pass
