STUDY QUESTIONS Flashcards

1
Q

_5 minutes

What is the maximum allowable time BETWEEN THE FIRST AND FINAL PORTION OF THE COMPOSITE SAMPLE?

A

15 MINUTES

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2
Q

Begin test for SLUMP AND AIR within _ minutes after obtaining the final portion of the composite sample?

A

5 MINUTES

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3
Q

_5 minutes

Begin CASTING STRENGTH SPECIMENS WITHIN _ minutes after obtaining the final portion of a composite sample?

A

15 MINUTES

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4
Q

REVOLVING DRUM TRUCK MIXTURES are sampled at (1)_+ locations in the (2)_ portion of the batch?

A

(1) 2+ LOCATIONS
(2) MIDDLE PORTION

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5
Q

1) _0%

CONTINUOUS FEED MIXTURES – shall not be sampled until:

1) _% of the material has been discharged
2) All adjustments have been made

A

50%

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6
Q

_-5 Minutes

After sampling from a CONTINUOUS MIXER – wait for _-_ minutes BEFORE the beginning test.

A

2-5 MINUTES

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7
Q

PAVEMENT MIXERS are sampled after _ concrete has been discharged.

A

ALL concrete has been discharged

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8
Q

PAVEMENT MIXTURES will be sampled around _ locations of the concrete mass?

A

5 LOCATIONS

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9
Q

If the concrete contains aggregate TOO LARGE for the test equipment - you must __ prior to testing?

A

WET SIEVE

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10
Q

_ft^3

What is the MINIMUM SAMPLE SIZE for casting STRENGTH SPECIMENS?

A

1 ft3

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11
Q

Temperature sensing devices SHALL BE ACCURATE TOO: +- _ F.

A

+- 1 F

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12
Q

30 - 1__ F

Temperature sensing devices shall be readable to the range of _-_ F.

A

30-120 F

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13
Q

_2 Months

Dial and Digital thermometers MUST BE CALIBRATED AT LEAST every __ MONTHS?

A

12 Months

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14
Q

Reference thermometer calibrations must BE TRACEABLE to the _ _ _ _.

A

NIST

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15
Q

0._F

REFERENCE THERMOMETERS must be accurate to the +- _F

A

+- 0.5 F

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16
Q

_ around the thermometer.

After thermometer immersion in concrete, you must _ to prevent the effect from ambient air from entering the thermometer.

A

COMPACT the concrete around the thermometer.

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17
Q

Temperature sensing device must be left in a sample at least (1)_ but no more than (2)_ minutes.

A

(1) 2 MINUTES
(2) 5 MINUTES

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18
Q

Temp of concrete is recorded TO THE NEAREST __?

A

DEGREE

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19
Q

Use __ INSTEAD OF WATER to calibrate thermometers.

A

OIL

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20
Q

(2) _0 degrees apart

Thermometers must be calibrated at least (1) _ temperatures – (2)__ degrees apart.

A

(1) 2
(2) 30

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21
Q

The slump mold is in THE SHAPE OF A __.

A

FRUSTRUM

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22
Q

1/__ inches

The dimensions of the slump mold MUST BE MAINTAINED within __ inches.

A

1/8 inches

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23
Q

The slump cone is filled in (1)_ layers by (2)__.

A

(1) 3 Layers
(2) Volume

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24
Q

1 1/_ inches

MAXIMUM NOMINAL AGGREGATE SIZE allowed for SLUMP test is __ inches.

A

1 1/2 inches

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25
# (2) 1 1/\_ inch sieve If concrete contains aggregate larger than allowed you must (1)\_\_ over a (2) __ sieve.
(1) Wet Sieve (2) 1 1/2 Sieve
26
# \_2 inches Slump mold is raised to the height of __ inches **AT THE END of the test**.
12 INCHES
27
Slump cone must be raised in time frames of (1)\_ seconds +- (2)\_ seconds.
(1) 5 Seconds (2) +- 2 Seconds
28
# 1/\_ inches Measure and record slump measurement to the nearest __ inch.
1/4 inches
29
# Me\_\_ OR St\_\_ Measures (buckets) must be made of __ **OR** \_\_.
1) METAL 2) STEEL
30
# 1/4 inches OR 1/2 inches? **The thickness of Metal, Glass, and Plastic** strike-off plates?
Metal - 1/4 inch Glass AND Plastic - 1/2 inch
31
# 1/\_ inches of concrete After the consolidation of the final lift of concrete in the air pressure meter test -- there should be __ inches of concrete above the rim of the measure.
1/8 inches of concrete
32
**Consolidation** at slumps: (1) Greater than 3 inches (2) Between 1-3 inches (3) Less than 1 inch
(1) RODDING (2) VIBRATION OR RODDING (3) VIBRATION
33
# Rod each layer \_5 times. Rodding Methods w/ MEASURE SIZE at: **1/2 ft3 (14L)**
Rod each layer 25 TIMES
34
# Rod each layer \_0 times. Rodding Methods w/ MEASURE SIZE at: ## Footnote **1 ft3 (28L)**
Rod each later -- 50 TIMES
35
Rodding Methods w/ MEASURE SIZE LARGER THAN at: **1 ft3**
Rod each layer 1 time for each 3 in2 of surface area.
36
Calculate DENSITY of the concrete given the following: Weight of Measure = 20.5 lbs Volume of Measure = 0.504 ft3 Weight of Measure full of concrete = 90.5 lbs
ANSWER: UW= 138.89 lbs/ft3
37
Calcualte the YIELD of the concrete given the following: 9 yd3 = Batch Weight = 34300 lbs Density = 140 lbs/ft3
y = 9.07 yd3
38
Calc Relative Yield given the following: 9 yd3 = Batch Weight = 34300 lbs Density = 140 lbs/ft3 y = 9.07 yd3 (NEED ANSWER)
1.008 yd3
39
The air meter must be calculated every _ months.
3 months
40
The **VOLUMETRIC** air meter must be filled in _ lifts.
**2** equal lifts by volume
41
# 1/\_ inches? A **METAL** strike-off bar must be at least __ inches thick.
1/8 inches thick
42
# 1/\_ inches A **PLASTIC** strike-off bar needs to be __ inches thick.
1/4 inches thick
43
What is the **FIRST LIQUID** that is poured into the air meter?
Water
44
# \_0% isopropyl alcohol What is the **% of isopropyl alcohol** that is added to the meter?
70% of isopropyl alcohol
45
# \_5 seconds at a time The **VOLUMETRIC** air meter is inverted and agitated for a **MINIMUM** of __ at a time.
45 seconds at a time
46
The **VOLUMETRIC** air meter cannot be inverted more than _ seconds.
5 seconds
47
The **rolling operation** for the volumetric air meter must occur as a whole a MINIMUM of _ times.
Minimum of 2 times
48
# (1) 1/\_% A stable reading is when the water level does not drop by more than **(1)** \_\_% in **(2)** __ minutes.
(1) 1/4% (2) 2 minutes
49
# (2) Add whole \_\_ If the initial reading is beyond the (1)\_% of the meter -- you must (2)\_\_.
(1) 9% (2) Added whole cups of calibrated water until the water level is within the site glass.
50
# (1) 1/\_% (2) Repeat __ procedure If second reading is greater than (1)\_\_% different from the initial reading, you must (2)\_\_
(1) 1/4% (2) Repeat the rolling operation a **third time**
51
There is allowed to be up to \_% of foam over the water level on the initial reading
2% foam
52
You have up to _ minutes for the initial reading to become stable.
Up to 6 minutes
53
If more than (1)\_ pints of alcohol is added -- an (2)\_\_ must be subtracted to the final calculation
(1) 2 Pints (2) Alcohol Correction Factor
54
# (2) \_5 times (3) \_/8 inch +- 1/\_ inch rod **4x8 cylinder molds** are filled in (1) __ lifts and rodded (2)\_\_ times per layer with a (3)\_\_ diameter rod.
(1) 2 lifts (2) 25 times (3) 3/8 inch +- 1/16 inch rod
55
# (2) \_5 times per layer (3) \_/8 inch +- 1/\_ inches **6x12 cylinder molds** are filled in (1) __ lifts and rodded (2)\_\_ times per layer with a (3)\_\_ diameter rod.
(1) 3 lifts (2) 25 times per layer (3) 5/8 inch +- 1/16 inch
56
# 60-\_ F Specimens to be standard **cured shoud be kept in a temperature** range of __ if the **strength is less than 6000 psi.**
60-80 F
57
# \_8 - \_8 F Specimens to be standard cured shoud be kept in a temperature range of __ if the strength is **greater than 6000 psi**.
68-78 F
58
Transportation time of cylinders to a maximum of _ hours.
Maximum of 4 HOURS
59
# \_0 minutes Once the molds are removed from the specimens -- they must be placed in final curing within __ minutes.
30 minutes
60
# (1) Temp\_\_ (2) Moi\_\_ (3) Str\_\_ Field cured specimiens shall be the same (1)\_\_ and the same (2)\_\_ and cured in the same manner as the (3)\_\_.
(1) Temperature (2) Moisture (3) Structure
61
Molds for the field cured specimens should be removed when the __ are removed from the strucure.
FORMS