ICC Masonry Exam
Which of the following is the standard specification for ASTM C 90; RCMCI 6th Edition, Section 2.2.1
loadbearing
concrete masonry units?
Which of the following grout admixtures is used to obtain Super plasticizer; RCMCI 6th Edition, Section 2.11.6
a high
slump with reduced water?
, Which of the following is the standard specification that ASTM C 1386; CI 530; Part 2, Section 2.3E. IBC
autoclaved aerated concrete masonry units must 2103.3
conform to for the strength class specified in the
contract documents?
Grout intended for use in the construction of engineered ASTM C 476; 2006 IBC
2103.12 and
empirically designed masonry structures must comply
with
The slump test for grout must be performed in ASTM C 1019; ASTM - C1019-03
accordance with
In what condition are grout specimens to be tested? Damp; ASTM - 1019-03
When the prism test method is being utilized, how long 28; 2006 IBC 2105.3.1
must the
prisms cure prior to being cut?
After construction and grouting, masonry test prisms 48 hours; ASTM - C 1314, Section 5.10
should not be
disturbed or moved for a minimum of
When field sampling grout, the elapsed time between 15 minutes; ASTM - C1019, Section 7.2.1
obtaining the
first and final portions of the sample shall not be more
than
If mortar compression tests are required, how many tests 1; RCMCI 6th Edition,
3.2.4 per day are to be taken for the three successive work
days at the start of the job?
Glass unit masonry shall not be laid at temperatures 60 degrees F; 2006 IBC 2104.3.2.1
below
What is the maximum mean daily temperature permitted 100 degrees F; 2006 IBC 2104.4.3
before newly constructed masonry must be fog sprayed
during curing?
When the temperature is below 40 degrees F, newly 24 hours; 2006 IBC 2104.3.3.3
constructed
masonry must be covered with a weather resistant
membrane for a
minimum of
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
Which of the following is the standard specification for ASTM C 90; RCMCI 6th Edition, Section 2.2.1
loadbearing
concrete masonry units?
Which of the following grout admixtures is used to obtain Super plasticizer; RCMCI 6th Edition, Section 2.11.6
a high
slump with reduced water?
, Which of the following is the standard specification that ASTM C 1386; CI 530; Part 2, Section 2.3E. IBC
autoclaved aerated concrete masonry units must 2103.3
conform to for the strength class specified in the
contract documents?
Grout intended for use in the construction of engineered ASTM C 476; 2006 IBC
2103.12 and
empirically designed masonry structures must comply
with
The slump test for grout must be performed in ASTM C 1019; ASTM - C1019-03
accordance with
In what condition are grout specimens to be tested? Damp; ASTM - 1019-03
When the prism test method is being utilized, how long 28; 2006 IBC 2105.3.1
must the
prisms cure prior to being cut?
After construction and grouting, masonry test prisms 48 hours; ASTM - C 1314, Section 5.10
should not be
disturbed or moved for a minimum of
When field sampling grout, the elapsed time between 15 minutes; ASTM - C1019, Section 7.2.1
obtaining the
first and final portions of the sample shall not be more
than
If mortar compression tests are required, how many tests 1; RCMCI 6th Edition,
3.2.4 per day are to be taken for the three successive work
days at the start of the job?
Glass unit masonry shall not be laid at temperatures 60 degrees F; 2006 IBC 2104.3.2.1
below
What is the maximum mean daily temperature permitted 100 degrees F; 2006 IBC 2104.4.3
before newly constructed masonry must be fog sprayed
during curing?
When the temperature is below 40 degrees F, newly 24 hours; 2006 IBC 2104.3.3.3
constructed
masonry must be covered with a weather resistant
membrane for a
minimum of
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
