
Test VLXD P01
Quiz
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Specialty
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University
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Practice Problem
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Easy
PHỤNG HOÀNG
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40 questions
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1.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Question 1: Dense degree is a ratio of …………. and unit is (%)
a) Bulk density/ specific density
b) Dense volume/ porous volume
c) Normal volume/ dense volume
d) Dense volume/ normal volume
2.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Question 2: Quality of lime is determined by factors as:
a) Quantity, temperature of lime reaction, lime yield
b) Temperature and rate of lime reaction, reactivity of lime, lime yield, content of unripe lime.
c) Rate of lime reaction, content of unripe lime, reactivity of lime.
d) a and c are right
3.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Question 3: Major raw material to produce hydraulic lime is ….in which clay content is ...…%
a) CaCO3; 6-20%
b) CaCO3, MgCO3;>20%
c) CaCO3; <6%
d) CaSO4; >6%
4.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Question 4: In Asphalt, redundant porous is a total ……of fine pores presenting in bitumen layer which covers aggregates of an asphalt mixture ........being compacted. The unit of the redundant porous is % by volume of asphalt mixture.
a) volume – after
b) content – after
c) volume – before
d) content – before
5.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Question 5: the finess of cement is …..
a) inversely proportional to water requirement content;
b) inversely proportional to rate of setting and hardening;
c) inversely proportional to strength of cement;
d) directly proportional to specific surface area of cement (cm2/g).
6.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Question 6: Steel bar used in construction is ……..carbon steel, carbon content is not over.........
a) moderate – 0.28%
b) low – 0.22%
c) low – 0.28%
d) moderate – 0.22%
7.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Calculate bulk density of Asphalt as we know that bitumen specific density is 1.05g/cm3, mineral aggregate has bulk density of 1.85kg/lit and porous degree of 18.6% by volume. We assume that redundant porous degree of Asphalt is 4.5% by volume and bitume only fills voids arranging among mineral aggregate particles.
a) 1998 kg/m3
b) 1800 kg/m3
c) 1880 kg/m3
d) 2002 kg/m3
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