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M2 Module 7 Test

Total questions: 30

Worksheet time: 30mins

Name
Class
Date
1.

Materials specifications and testing procedures are published by the _____.

a)

a. International Specifications Agency

b)

b. American Materials Testing Association

c)

c. International Organization for Standardization

d)

d. American Society for Testing and Materials

2.

Procedures for verifying that work meets the standards specified in the contract are called _____.

a)

a. quality benchmarks

b)

b. qualify checkpoints

c)

c. quality control tasks

d)

d. quality assurance tests

3.

Building brick suitable only for interior work without weather exposure is classified as Grade _____.

a)

a. SW

b)

b. NW

c)

c. IW

d)

d.MW

4.

The loadbearing requirement for concrete masonry units, as specified in ASTM C90, is _____.

a)

a. 900 psi

b)

b. 600 psi

c)

c. 1,400 psi

d)

d. 1,900 psi

5.

Specifications that name and incorporate established industry quality and performance standards for

products and processes are called _____.

a)

a. reference standard specifications

b)

b. performance specifications

c)

c. proprietary specifications

d)

d. descriptive specifications

6.

Under ASTM C1314, the compressive strength of masonry can be verified by unit strength or by a _____.

a)

a. hydraulic pressure test

b)

b. prism test

c)

c. slump test

d)

d. destructive sample test

7.

Masonry units used in the mock-up should be _____.

a)

a. checked and approved by a supervisor

b)

b. carefully selected for appearance

c)

c. randomly selected from different cubes

d)

d. chosen from one cube

8.

The mock-up built before the masonry work on a project begins is a _____.

a)

a. prism

b)

b. sample panel

c)

c. demonstration unit

d)

d. contract compliance example

9.

After being built, a prism should not be disturbed for _____.

a)

a. 28 days

b)

b. 48 hours

c)

c. 24 hours

d)

d. seven days

10.

After being built, masonry prisms are tested at 3, 7, and _____.

a)

a. 36 days

b)

b. 12 days

c)

c. 28 days

d)

d. 19 days

11.

Unless otherwise specified, a masonry prism should be laid up in a(n) _____.

a)

a. running bond

b)

b. English bond

c)

c. stack bond

d)

d. common bond

12.

Rectangular grout prisms typically have a height of _____.

a)

a. 5 inches

b)

b. 7 inches

c)

c. 6 inches

d)

d. 8 inches

13.

An impact test measures bond strength by dropping a 60-pound _____.

a)

a. sandbag

b)

b. block of concrete

c)

c. steel ball

d)

d. lead weight

14.

A prism's resistance to being twisted apart is measured by a _____.

a)

a. tensile test

b)

b. flexural test

c)

c. bond wrench test

d)

d. compression test

15.

The flexural strength of mortar is its ability to withstand _____.

a)

a. impact

b)

b. stretching

c)

c. bending forces

d)

d. twisting forces

16.

The colorimetric test is used to examine sand for _____.

a)

a. organic content

b)

b. silt content

c)

c. toxic chemicals

d)

d. heavy metals

17.

The equipment shown in the figure above is used to conduct a _____.

a)

a. sand gradation test

b)

b. settlement test

c)

c. sieve test

d)

d. siltation test

18.

Sand that consists of a variety of particle sizes is termed _____.

a)

a. well-distributed

b)

b. poorly graded

c)

c. properly graded

d)

d. variegated

19.

In a mortar slump test, after each layer is added, the mortar is rodded _____.

a)

a. 35 times

b)

b. 50 times

c)

c. 25 times

d)

d. 10 times

20.

Mortar that easily slides off a trowel with a rolling or throwing motion but that clings to an upside-down

trowel is considered to have the correct _____.

a)

a. plasticity

b)

b. turbidity

c)

c. flexibility

d)

d. elasticity

21.

To test brick for absorption, immerse a dry unit to a depth of 1/8 inch for _____.

a)

a. 20 seconds

b)

b. 80 seconds

c)

c. 60 seconds

d)

d. 40 seconds

22.

For each 100,000 masonry units laid, the recommended number of mortar cubes to be laboratory tested is

_____.

a)

a. five

b)

b. 15

c)

c. three

d)

d. nine

23.

Compliance inspectors usually perform their inspections _____.

a)

a. at the end of the work week

b)

b. on a regular schedule

c)

c. upon completion of a stage of work

d)

d. at random intervals

24.

Field inspections are conducted to be sure work complies with contract specifications and that the craftwork

_____.

a)

a. is done in accordance with the labor contract

b)

b. is done by qualified workers

c)

c. follows specified procedures

d)

d. meets the required standards

25.

Responsibility for the quality of a project ultimately lies with the _____.

a)

a. contractor

b)

b. architect

c)

c. inspector

d)

d. supervisor

26.

When inspecting mortar, an inspector will monitor its _____.

a)

a. plasticity

b)

b. color

c)

c. tempering time

d)

d. temperature

27.

Before inspecting the materials to be used, an inspector will examine the _____.

a)

a. test certificates

b)

b. overall job site

c)

c. building plans

d)

d. materials-handling equipment

28.

Structural inspection of loadbearing masonry is the responsibility of the _____.

a)

a. architect

b)

b. building inspector

c)

c. project engineer

d)

d. contractor's representative

29.

If construction methods or procedures seem to conflict with the project specifications, the inspector will

_____.

a)

a. shut down the project

b)

b. issue a change order

c)

c. contact the architect

d)

d. bring the problem to the attention of the supervisor or contractor

30.

To match the width of mortar joints, control or expansion joints filled with elastomeric sealants have a

minimum tolerance of _____.

a)

a. 1/2 inch

b)

b. 3/8 inch

c)

c. 1/4 inch

d)

d. 5/8 inch