1.
Cylinders being transported to the lab should be _______.
Correct Answer
A. Cushioned
Explanation
ASTM C31, 11.1
2.
When rodding the final layer, the rod should penetrate.
Correct Answer
B. 1 inch into the second layer
Explanation
ASTM C31, 9.4.1
3.
Steel for welded reinforcing is best described by ASTM ________.
Correct Answer
D. A706
Explanation
ASTM A706, 1.1
4.
When approved by the building official; water may be present at the place of deposit when ________.
Correct Answer
C. A tremie is used
Explanation
PG. 69, 5.7.1(f)
5.
Precautions for cold weather concrete should be followed when the mean daily temperature falls to ______degrees Fahrenheit.
Correct Answer
B. 40
Explanation
ACI 306
6.
The upper most bar rank indicates ______.
Correct Answer
A. Mill
Explanation
ASTM A615 20.3.1
7.
Concrete samples may only be rodded when the slump is greater than ______ inches.
Correct Answer
D. 1
Explanation
ASTM Table 2
8.
For six inch cylinders ______ layers should be rodded ______ times each.
Correct Answer
C. 3, 25
Explanation
ASTM C31 Table 3
9.
When assembling rebar, crossing bars should not be _______.
Correct Answer
A. Welded
Explanation
PG. 82, 7.5.4
10.
Final curing temperature for cylinders is ____ degrees Fahrenheit.
Correct Answer
C. 73 +/- 3
Explanation
ASTM C31, 10.1.3.1
11.
The tolerance on a specified 3 inch slump when the project specifications are not written as “maximum” or “not to exceed” requirement is _______ inch(es).
Correct Answer
B. +/- 1
Explanation
ASTM C94, 7.1.2
12.
What is the minimum cover (in inches) for reinforcement in concrete cast against and permanently exposed to earth?
Correct Answer
B. 3
Explanation
PG. 83, 7.7.1(a)
13.
Initial curing temperature for cylinders is ____ degrees Fahrenheit.
Correct Answer
A. Between 60 and 80
Explanation
ASTM C31, 10.1.2
14.
During a 400 yard placement, ______ samples for strength tests are required.
Correct Answer
B. 3
Explanation
PG. 65, 5.6.2.1
15.
The concrete should be sampled after ________.
Correct Answer
A. All water has been added (adjustment water)
Explanation
The concrete should be sampled after all water has been added (adjustment water) because this ensures that the water-cement ratio is accurate and consistent. Sampling the concrete before all the water has been added may result in an incorrect ratio, leading to poor quality concrete. Additionally, sampling within 1 hour of water addition ensures that the concrete is still fresh and workable. Sampling within 300 drum revolutions on the mixer or within 30 minutes of arrival at the site may not guarantee that all the water has been properly mixed and distributed throughout the concrete mixture.
16.
Concrete represented by cores is acceptable if the average of three cores is _____ percent of F’c and no core falls below ______ percent of F’c.
Correct Answer
D. 85, 75
Explanation
PG. 68, 5.6.5.4
17.
Strength tests of field cured cylinders do not _____.
Correct Answer
C. Allow for guidance for shoring and reshoring
Explanation
Strength tests of field cured cylinders do not allow for guidance for shoring and reshoring. This means that these tests cannot provide information or recommendations on the appropriate methods or timing for supporting or removing the forms used in construction. Instead, they primarily focus on assessing the strength of the concrete after it has cured in the field. The tests help to determine if the concrete meets the required strength criteria for acceptance or rejection, as well as identify any deficiencies in protection and curing.
18.
According to the building code, the minimum depth of footings (except category R-3) is ________ inches.
Correct Answer
D. 12
Explanation
IBC 1805.2
19.
Concrete shall be thoroughly consolidated by ______.
Correct Answer
C. Suitable means
Explanation
PG. 70, 5.10.8
20.
Seismic hooks with a 135 degree bend require a minimum extension of _____db but not less than _____ inches.
Correct Answer
B. 6, 3
Explanation
PG. 79, 7.1.3(c), PG. 306
21.
For bundled bars, minimum concrete cover shall be equal to the equivalent diameter of the bundle, but need not be greater than ____ in.; except for concrete cast against and permanently exposed to earth, where minimum cover shall be 3 inches.
Correct Answer
A. 2
Explanation
PG. 85, 7.7.4
22.
Partially embedded reinforcement may be field bent when _______.
Correct Answer
C. Shown on design drawings
Explanation
PG. 80, 7.3.2
23.
In hot weather consideration of _______ is least important.
Correct Answer
D. Wetting the coarse aggregate stockpile
Explanation
In hot weather, wetting the coarse aggregate stockpile is least important because hot weather conditions already provide enough heat for the aggregate to dry quickly. Wetting the coarse aggregate stockpile is typically done to prevent excessive evaporation and to maintain the desired moisture content in the concrete mixture. However, in hot weather, the heat can cause the water to evaporate rapidly, making it less effective to wet the coarse aggregate stockpile. Therefore, in hot weather, other considerations such as scheduling, application of curing compound, and the use of fog sprayers and wind curtains become more important to ensure proper curing and prevent premature drying of the concrete.
24.
At footings, the splice between a #14 bar and a #18 bar in compression should be _______.
Correct Answer
B. Lap splice
Explanation
PG. 248, 15.8.2.3
25.
What is the minimum cover (in inches) for primary reinforcement in a concrete beam not exposed to weather or in contact with the ground?
Correct Answer
A. 1 ½
Explanation
PG. 84, 7.7.1(c)
26.
A strength test shall be the average of ______ tests.
Correct Answer
C. 2
Explanation
PG. 65, 5.6.2.4