Which of the following is the standard specification that autoclaved aerated concrete masonry units
must conform to for the strength class specified in the contract documents? - ✔✔ASTM C 1386; CI
530; Part 2, Section 2.3E. IBC
2103.3
Grout intended for use in the construction of engineered and
empirically designed masonry structures must comply with - ✔✔ASTM C 476; 2006 IBC 2103.12
The slump test for grout must be performed in accordance with - ✔✔ASTM C 1019; ASTM - C1019-03
In what condition are grout specimens to be tested? - ✔✔Damp; ASTM - 1019-03
When the prism test method is being utilized, how long must the
prisms cure prior to being cut? - ✔✔28; 2006 IBC 2105.3.1
After construction and grouting, masonry test prisms should not be
disturbed or moved for a minimum of - ✔✔48 hours; ASTM - C 1314, Section 5.10
ICC Masonry Exam questions with correct answers
, When field sampling grout, the elapsed time between obtaining the
first and final portions of the sample shall not be more than - ✔✔15 minutes; ASTM - C1019, Section
7.2.1
If mortar compression tests are required, how many tests per day are to be taken for the three
successive work days at the start of the job? - ✔✔1; RCMCI 6th Edition, 3.2.4
Glass unit masonry shall not be laid at temperatures below - ✔✔60 degrees F; 2006 IBC 2104.3.2.1
What is the maximum mean daily temperature permitted before newly constructed masonry must be
fog sprayed during curing? - ✔✔100 degrees F; 2006 IBC 2104.4.3
When the temperature is below 40 degrees F, newly constructed
masonry must be covered with a weather resistant membrane for a
minimum of - ✔✔24 hours; 2006 IBC 2104.3.3.3
After initial mixing, when the ambient temperature exceeds 90
degrees F with a wind velocity over 8 mph, mortar used in masonry
construction must be discarded after - ✔✔2 hours; 2006 IBC 2104.4.2.1
Which type of unit masonry is required to be placed with head and bed joints solidly filled? -
✔✔Glass; 2006 IBC 2104.1.2.4
Thin bed mortar joints used in laying autoclaved aerated concrete
masonry units shall not exceed a thickness of - ✔✔1/16"; 2006 IBC 2104.1.2.6
When the ambient temperature exceeds 100 degrees F or exceeds 90 degrees F with a wind velocity
over 8 mph, what is the maximum
distance that mortar may be spread ahead of AAC masonry units? - ✔✔4'; RCMCI 6th Edition, Section
11.2.4,
2006 IBC 2104.4.2.1(5).
ICC Masonry Exam questions with correct answers
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