ICC Masonry
ICC MasonryExam Exam 2025 UPDATE Verified Questions
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1. Which of the following is the standard specification for ASTM C 90; RCMCI 6th Edi-
loadbearing tion, Section 2.2.1
concrete masonry units?
2. Which of the following grout admixtures is used to Super plasticizer; RCMCI
obtain a high 6th Edition, Section 2.11.6
slump with reduced water?
3. Which of the following is the standard specification ASTM C 1386; CI 530; Part
that autoclaved aerated concrete masonry units must 2, Section 2.3E. IBC
conform to for the strength class specified in the con- 2103.3
tract documents?
4. Grout intended for use in the construction of engi- ASTM C 476; 2006 IBC
neered and 2103.12
empirically designed masonry structures must comply
with
5. The slump test for grout must be performed in accor- ASTM C 1019; ASTM -
dance with C1019-03
6. In what condition are grout specimens to be tested? Damp; ASTM - 1019-03
7. When the prism test method is being utilized, how long 28; 2006 IBC 2105.3.1
must the
prisms cure prior to being cut?
8. After construction and grouting, masonry test prisms 48 hours; ASTM - C 1314,
should not be Section 5.10
disturbed or moved for a minimum of
9. When field sampling grout, the elapsed time between 15 minutes; ASTM - C1019,
obtaining the Section 7.2.1
, ICC Masonry Exam
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first and final portions of the sample shall not be more
than
10. If mortar compression tests are required, how many 1; RCMCI 6th Edition, 3.2.4
tests per day are to be taken for the three successive
work days at the start of the job?
11. Glass unit masonry shall not be laid at temperatures 60 degrees F; 2006 IBC
below 2104.3.2.1
12. What is the maximum mean daily temperature per- 100 degrees F; 2006 IBC
mitted before newly constructed masonry must be fog 2104.4.3
sprayed during curing?
13. When the temperature is below 40 degrees F, newly 24 hours; 2006 IBC
constructed 2104.3.3.3
masonry must be covered with a weather resistant
membrane for a
minimum of
14. After initial mixing, when the ambient temperature 2 hours; 2006 IBC
exceeds 90 2104.4.2.1
degrees F with a wind velocity over 8 mph, mortar used
in masonry
construction must be discarded after
15. Which type of unit masonry is required to be placed Glass; 2006 IBC 2104.1.2.4
with head and bed joints solidly filled?
16. Thin bed mortar joints used in laying autoclaved aer- 1/16"; 2006 IBC
ated concrete 2104.1.2.6
masonry units shall not exceed a thickness of
17.
ICC MasonryExam Exam 2025 UPDATE Verified Questions
And Answers | Guaranteed Success!!
Study online at https://quizlet.com/_7ghi1l
1. Which of the following is the standard specification for ASTM C 90; RCMCI 6th Edi-
loadbearing tion, Section 2.2.1
concrete masonry units?
2. Which of the following grout admixtures is used to Super plasticizer; RCMCI
obtain a high 6th Edition, Section 2.11.6
slump with reduced water?
3. Which of the following is the standard specification ASTM C 1386; CI 530; Part
that autoclaved aerated concrete masonry units must 2, Section 2.3E. IBC
conform to for the strength class specified in the con- 2103.3
tract documents?
4. Grout intended for use in the construction of engi- ASTM C 476; 2006 IBC
neered and 2103.12
empirically designed masonry structures must comply
with
5. The slump test for grout must be performed in accor- ASTM C 1019; ASTM -
dance with C1019-03
6. In what condition are grout specimens to be tested? Damp; ASTM - 1019-03
7. When the prism test method is being utilized, how long 28; 2006 IBC 2105.3.1
must the
prisms cure prior to being cut?
8. After construction and grouting, masonry test prisms 48 hours; ASTM - C 1314,
should not be Section 5.10
disturbed or moved for a minimum of
9. When field sampling grout, the elapsed time between 15 minutes; ASTM - C1019,
obtaining the Section 7.2.1
, ICC Masonry Exam
Study online at https://quizlet.com/_7ghi1l
first and final portions of the sample shall not be more
than
10. If mortar compression tests are required, how many 1; RCMCI 6th Edition, 3.2.4
tests per day are to be taken for the three successive
work days at the start of the job?
11. Glass unit masonry shall not be laid at temperatures 60 degrees F; 2006 IBC
below 2104.3.2.1
12. What is the maximum mean daily temperature per- 100 degrees F; 2006 IBC
mitted before newly constructed masonry must be fog 2104.4.3
sprayed during curing?
13. When the temperature is below 40 degrees F, newly 24 hours; 2006 IBC
constructed 2104.3.3.3
masonry must be covered with a weather resistant
membrane for a
minimum of
14. After initial mixing, when the ambient temperature 2 hours; 2006 IBC
exceeds 90 2104.4.2.1
degrees F with a wind velocity over 8 mph, mortar used
in masonry
construction must be discarded after
15. Which type of unit masonry is required to be placed Glass; 2006 IBC 2104.1.2.4
with head and bed joints solidly filled?
16. Thin bed mortar joints used in laying autoclaved aer- 1/16"; 2006 IBC
ated concrete 2104.1.2.6
masonry units shall not exceed a thickness of
17.