No single core taken from a shotcrete panel shall be less then?
-0.80 of the f'c
-0.75 of the f'c
-0.85 of the f'c
-0.90 of the f'c
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, 0.75 of the f'c
if the contractor is placing concrete into a 40-inch thick footing, the concrete must
maintain a minimum temperature of __________ as mixed when ambient temperatures fall
between 0 to 30 degrees fahreneit.
-60 degrees
-55 degrees
-50 degrees
-45 degrees
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50 degrees
a column with #8 longitudinal reinforcement shall have lateral ties of at least?
-6-inch spacing
-#4 bar
-#3 bar
-A or C
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#3 bar
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
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Type II
the end of the tamping rod shall be?
-rounded to hemispherical tip
-tapered
-flat
-sharpened to a point
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rounded to hemispherical tip
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
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not permitted
-0.80 of the f'c
-0.75 of the f'c
-0.85 of the f'c
-0.90 of the f'c
Give this one a try later!
, 0.75 of the f'c
if the contractor is placing concrete into a 40-inch thick footing, the concrete must
maintain a minimum temperature of __________ as mixed when ambient temperatures fall
between 0 to 30 degrees fahreneit.
-60 degrees
-55 degrees
-50 degrees
-45 degrees
Give this one a try later!
50 degrees
a column with #8 longitudinal reinforcement shall have lateral ties of at least?
-6-inch spacing
-#4 bar
-#3 bar
-A or C
Give this one a try later!
#3 bar
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
Give this one a try later!
Type II
the end of the tamping rod shall be?
-rounded to hemispherical tip
-tapered
-flat
-sharpened to a point
Give this one a try later!
rounded to hemispherical tip
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
Give this one a try later!
not permitted