ICC MASONRY EXAM (ACTUAL EXAM) WITH CORRECT ACTUAL
QUESTIONS AND CORRECTLY WELL DEFINED ANSWERS LATEST
ALREADY GRADED A+ 2026
Number of mortar compression tests taken per day for the first three successive work days - (answer)1,
RCMCI ED 6, 3.2.4
Standard specification for loadbearing
concrete masonry units - (answer)ASTM C 90 S 2.2.1
Grout admixtures used to obtain high
slump with reduced water - (answer)Super plasticizer S 2.11.6
Standard specification for autoclaved aerated CMU to conform to the strength class specified in the
documents - (answer)ASTM C 1386, CI 530 Part 2 S 2.3E
Grout used in construction of engineered and empirically designed masonry structures - (answer)ASTM C
476
accordance for slump test for grout - (answer)ASTM C 1019, ASTM C 1019-03
Conditions for grout specimen testing - (answer)Damp, ASTM C 1019-03
How long must prisms cure before being cut according to prism test methods - (answer)28 hours, 2006
IBC
Min amount of time for masonry prism tests not to be disturbed or moved after construction and
grouting - (answer)48 hours, ASTM C 1314, S 5.10
Amount of time between obtaining first and final portions of grout when field sampling grout -
(answer)15 minutes, ASTM C 1019, S 7.2.1
, ICC MASONRY EXAM (ACTUAL EXAM) WITH CORRECT ACTUAL
QUESTIONS AND CORRECTLY WELL DEFINED ANSWERS LATEST
ALREADY GRADED A+ 2026
Temperature below which glass masonry units shall not be laid - (answer)60 degrees F, 2006 IBC
Min time to cover newly constructed masonry with weather resistant membrane when temperature is
below 40 - (answer)24 hours, 2006 IBC
Max mean daily temperature permitted before fog spraying newly constructed masonry during curing -
(answer)100 degrees F, 2006 IBC
How long until mortar used in masonry construction should be discarded when the ambient
temperature is over 90 and the wind is over 8 mph - (answer)2 hours; 2006 IBC
Type of unit masonry required to be placed with head and bed joints solidly filled - (answer)Glass; 2006
IBC
Thin bed mortar joints used in laying autoclaved aerated concrete
masonry units shall not exceed a thickness of - (answer)1/16"; 2006 IBC
Max distance that mortar may be spread ahead of AAC masonry units when the temperature is over 100
or when the temperature is 90 with wind speed of 8mph - (answer)4 ft, RCMCI ED6, S 11.2.4
Max spacing for weep holes placed in outside
wythe of masonry walls - (answer)33" on center, 2006 IBC
Max corbeled projection beyond the wall face for
multiwythe walls bonded by mortar or grout, wall ties or masonry
headers - (answer)1/2 the wall thickness; 2006 IBC
Max spacing of movement joints - (answer)25 ft or three times the wall height, ACI 530
QUESTIONS AND CORRECTLY WELL DEFINED ANSWERS LATEST
ALREADY GRADED A+ 2026
Number of mortar compression tests taken per day for the first three successive work days - (answer)1,
RCMCI ED 6, 3.2.4
Standard specification for loadbearing
concrete masonry units - (answer)ASTM C 90 S 2.2.1
Grout admixtures used to obtain high
slump with reduced water - (answer)Super plasticizer S 2.11.6
Standard specification for autoclaved aerated CMU to conform to the strength class specified in the
documents - (answer)ASTM C 1386, CI 530 Part 2 S 2.3E
Grout used in construction of engineered and empirically designed masonry structures - (answer)ASTM C
476
accordance for slump test for grout - (answer)ASTM C 1019, ASTM C 1019-03
Conditions for grout specimen testing - (answer)Damp, ASTM C 1019-03
How long must prisms cure before being cut according to prism test methods - (answer)28 hours, 2006
IBC
Min amount of time for masonry prism tests not to be disturbed or moved after construction and
grouting - (answer)48 hours, ASTM C 1314, S 5.10
Amount of time between obtaining first and final portions of grout when field sampling grout -
(answer)15 minutes, ASTM C 1019, S 7.2.1
, ICC MASONRY EXAM (ACTUAL EXAM) WITH CORRECT ACTUAL
QUESTIONS AND CORRECTLY WELL DEFINED ANSWERS LATEST
ALREADY GRADED A+ 2026
Temperature below which glass masonry units shall not be laid - (answer)60 degrees F, 2006 IBC
Min time to cover newly constructed masonry with weather resistant membrane when temperature is
below 40 - (answer)24 hours, 2006 IBC
Max mean daily temperature permitted before fog spraying newly constructed masonry during curing -
(answer)100 degrees F, 2006 IBC
How long until mortar used in masonry construction should be discarded when the ambient
temperature is over 90 and the wind is over 8 mph - (answer)2 hours; 2006 IBC
Type of unit masonry required to be placed with head and bed joints solidly filled - (answer)Glass; 2006
IBC
Thin bed mortar joints used in laying autoclaved aerated concrete
masonry units shall not exceed a thickness of - (answer)1/16"; 2006 IBC
Max distance that mortar may be spread ahead of AAC masonry units when the temperature is over 100
or when the temperature is 90 with wind speed of 8mph - (answer)4 ft, RCMCI ED6, S 11.2.4
Max spacing for weep holes placed in outside
wythe of masonry walls - (answer)33" on center, 2006 IBC
Max corbeled projection beyond the wall face for
multiwythe walls bonded by mortar or grout, wall ties or masonry
headers - (answer)1/2 the wall thickness; 2006 IBC
Max spacing of movement joints - (answer)25 ft or three times the wall height, ACI 530
