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final code test- 60 questions and well answered well graded ICC REINFORCED CONCRETE

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final code test- 60 questions and well answered well graded ICC REINFORCED CONCRETE An acceptable reinforcing steel support mechanism for a 24-inch deep footing are? -precast dobie blocks -large,solid pieces of glass -masonry CMU pieces -wooden blocks - ANSWERSPrecast dobie blocks all of the following are true except ? ---Minimum concrete cover for bundled bars of any size need not be greater than 2 inches, unless they are in a member that's permanently cast against earth ---specified concrete cover for headed shear stud reinforcement shall not be less then the cover requirement for the member in which the stud reinforcement is located ---Concrete cover for the flexural members, walls, and compression members with an effective depth of 8-inches can vary -3/8 of an inch ---Concrete cover for members in highly corrosive environments will typically remain the same as cast against earth - ANSWERSConcrete cover for members in highly corrosive environments will typically remain the same as cast agonist earth As a general rule, Lap splicing bar larger then NO.11 Is? -not permitted -permitted -permitted if bars will be in tension within the structural member -permitted only if bars are within a bundle - ANSWERSnot permitted before new concrete is placed, construction joints must be? -blown free of dirt and debris -wetted ,and standing water removed -sand blasted - treated with a bonding agent - ANSWERSwetted, and standing water removed grade 60 reinforcing steel has an ultimate strength of? -60,000 -75,000 -90,000 -100,000 - ANSWERS90,000 psi The__________may waive requirements for the employment of a special inspection agency if he/she finds that the construction is of minor nature. -building official -engineer or architect of record -owner -all of the above - ANSWERSbuilding official what is the maximum allowable center to center spacing of spliced bars in a non contact lap splice for the flexural members? -6 inches -4 inches -8 inches -2 inches - ANSWERS6 inches Drilled cast-in place concrete piles that poured with concrete having an f'c of 2500 psi need special inspection? -only when required by the building official -at the engineers discretion -at all times -when poured with concrete having an air entrainment greater then 3% - ANSWERSat all times The type of portland cement best suited for general use when a moderate heat of hydration is desired is - Type I - Type II - Type III - Type V - ANSWERSType II Concrete containing pre-stressed tendons, embedded aluminum, or cast against stay in place galvanized steel forms shall not contain? -lightweight aggregates -pozzolans in excess of 5% -fly ash in excess of 10% -calcium chloride - ANSWERScalcium chloride billet steel bars are marked by the letter_________on the bars. -S -N -A -W - ANSWERSS Concrete exposed to water with low permeability requirements shall have a maximum w/c ratio of? -0.4 -0.45 -0.5 -N/A - ANSWERS0.

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final code test- 60 questions and well
answered well graded
ICC REINFORCED CONCRETE
An acceptable reinforcing steel support mechanism for a 24-inch deep footing are?
-precast dobie blocks
-large,solid pieces of glass
-masonry CMU pieces
-wooden blocks - ANSWERSPrecast dobie blocks

all of the following are true except ?
---Minimum concrete cover for bundled bars of any size need not be greater than 2
inches, unless they are in a member that's permanently cast against earth
---specified concrete cover for headed shear stud reinforcement shall not be less then
the cover requirement for the member in which the stud reinforcement is located
---Concrete cover for the flexural members, walls, and compression members with an
effective depth of 8-inches can vary -3/8 of an inch
---Concrete cover for members in highly corrosive environments will typically remain the
same as cast against earth - ANSWERSConcrete cover for members in highly corrosive
environments will typically remain the same as cast agonist earth

As a general rule, Lap splicing bar larger then NO.11 Is?
-not permitted
-permitted
-permitted if bars will be in tension within the structural member
-permitted only if bars are within a bundle - ANSWERSnot permitted

before new concrete is placed, construction joints must be?
-blown free of dirt and debris
-wetted ,and standing water removed
-sand blasted
- treated with a bonding agent - ANSWERSwetted, and standing water removed

grade 60 reinforcing steel has an ultimate strength of?
-60,000
-75,000
-90,000
-100,000 - ANSWERS90,000 psi

The__________may waive requirements for the employment of a special inspection
agency if he/she finds that the construction is of minor nature.
-building official
-engineer or architect of record

, -owner
-all of the above - ANSWERSbuilding official

what is the maximum allowable center to center spacing of spliced bars in a non-
contact lap splice for the flexural members?
-6 inches
-4 inches
-8 inches
-2 inches - ANSWERS6 inches

Drilled cast-in place concrete piles that poured with concrete having an f'c of 2500 psi
need special inspection?
-only when required by the building official
-at the engineers discretion
-at all times
-when poured with concrete having an air entrainment greater then 3% - ANSWERSat
all times

The type of portland cement best suited for general use when a moderate heat of
hydration is desired is
- Type I
- Type II
- Type III
- Type V - ANSWERSType II

Concrete containing pre-stressed tendons, embedded aluminum, or cast against stay in
place galvanized steel forms shall not contain?
-lightweight aggregates
-pozzolans in excess of 5%
-fly ash in excess of 10%
-calcium chloride - ANSWERScalcium chloride

billet steel bars are marked by the letter_________on the bars.
-S
-N
-A
-W - ANSWERSS

Concrete exposed to water with low permeability requirements shall have a maximum
w/c ratio of?
-0.4
-0.45
-0.5
-N/A - ANSWERS0.5

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Institution
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Course
S and well w

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Uploaded on
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Number of pages
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Written in
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Type
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