ICC MASONRY EXAM QUESTIONS &
ANSWERS FOR GUARANTEED PASS |
NEWEST UPDATE.
TERMS IN THIS SET (81) VERIFIED ANSWERS
1. Which of the following is the standard specification ASTM C 90; RCMCI 6th Edition,
for loadbearing Section 2.2.1
concrete masonry units?
2. Which of the following grout admixtures is used to Super plasticizer; RCMCI 6th
obtain a high Edition, Section 2.11.6
slump with reduced water?
3. Which of the following is the standard specification ASTM C 1386; CI 530; Part 2,
that autoclaved aerated concrete masonry units Section 2.3E. IBC
must conform to for the strength class specified in 2103.3
the contract documents?
4. Grout intended for use in the construction of ASTM C 476; 2006 IBC 2103.12
engineered and
empirically designed masonry structures must
comply with
5. The slump test for grout must be performed in ASTM C 1019; ASTM - C1019-03
accordance with
6. In what condition are grout specimens to be tested? Damp; ASTM - 1019-03
7. When the prism test method is being utilized, how 28; 2006 IBC 2105.3.1
long must the
prisms cure prior to being cut?
8. After construction and grouting, masonry test 48 hours; ASTM - C 1314, Section
prisms should not be 5.10
, disturbed or moved for a minimum of
9. When field sampling grout, the elapsed time 15 minutes; ASTM - C1019,
between obtaining the Section 7.2.1
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 2104.3.2.1
below
12. What is the maximum mean daily temperature 100 degrees F; 2006 IBC 2104.4.3
permitted before newly constructed masonry must
be fog sprayed during curing?
13. When the temperature is below 40 degrees F, 24 hours; 2006 IBC 2104.3.3.3
newly constructed
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 2104.4.2.1
exceeds 90
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 Glass; 2006 IBC 2104.1.2.4
placed with head and bed joints solidly filled?
16. Thin bed mortar joints used in laying autoclaved 1/16"; 2006 IBC 2104.1.2.6
aerated concrete
masonry units shall not exceed a thickness of
17. When the ambient temperature exceeds 100 4'; RCMCI 6th Edition, Section
degrees F or exceeds 90 degrees F with a wind 11.2.4,
velocity over 8 mph, what is the maximum 2006 IBC 2104.4.2.1(5).
ANSWERS FOR GUARANTEED PASS |
NEWEST UPDATE.
TERMS IN THIS SET (81) VERIFIED ANSWERS
1. Which of the following is the standard specification ASTM C 90; RCMCI 6th Edition,
for loadbearing Section 2.2.1
concrete masonry units?
2. Which of the following grout admixtures is used to Super plasticizer; RCMCI 6th
obtain a high Edition, Section 2.11.6
slump with reduced water?
3. Which of the following is the standard specification ASTM C 1386; CI 530; Part 2,
that autoclaved aerated concrete masonry units Section 2.3E. IBC
must conform to for the strength class specified in 2103.3
the contract documents?
4. Grout intended for use in the construction of ASTM C 476; 2006 IBC 2103.12
engineered and
empirically designed masonry structures must
comply with
5. The slump test for grout must be performed in ASTM C 1019; ASTM - C1019-03
accordance with
6. In what condition are grout specimens to be tested? Damp; ASTM - 1019-03
7. When the prism test method is being utilized, how 28; 2006 IBC 2105.3.1
long must the
prisms cure prior to being cut?
8. After construction and grouting, masonry test 48 hours; ASTM - C 1314, Section
prisms should not be 5.10
, disturbed or moved for a minimum of
9. When field sampling grout, the elapsed time 15 minutes; ASTM - C1019,
between obtaining the Section 7.2.1
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 2104.3.2.1
below
12. What is the maximum mean daily temperature 100 degrees F; 2006 IBC 2104.4.3
permitted before newly constructed masonry must
be fog sprayed during curing?
13. When the temperature is below 40 degrees F, 24 hours; 2006 IBC 2104.3.3.3
newly constructed
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 2104.4.2.1
exceeds 90
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 Glass; 2006 IBC 2104.1.2.4
placed with head and bed joints solidly filled?
16. Thin bed mortar joints used in laying autoclaved 1/16"; 2006 IBC 2104.1.2.6
aerated concrete
masonry units shall not exceed a thickness of
17. When the ambient temperature exceeds 100 4'; RCMCI 6th Edition, Section
degrees F or exceeds 90 degrees F with a wind 11.2.4,
velocity over 8 mph, what is the maximum 2006 IBC 2104.4.2.1(5).
