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Reviewer (Part 1)

Total questions: 40

Worksheet time: 20mins

Name
Class
Date
1.

For any proposed bridge site, the topographic and river surveys should be extended from the centerline of the bridge at least _________________.

a)

100 to 200 upstream only

b)

100 to 200 downstream only

c)

100 to 200 upstream and downstream

d)

300 m upstream and downstream

2.

What is the simplest type of superstructure of a concrete bridge with a limited span of 8 meters?

a)

reinforced concrete slab

b)

concrete plank deck

c)

girder and slab superstructure

d)

beam or plank bridge

3.

Which of these is not classified as a type of caisson foundation?

a)

pneumatic foundation

b)

box caisson

c)

open caisson

d)

hydraulic caisson

4.

Which of the following documents is not necessary at the project site?

a)

bills of quantities

b)

plans

c)

general specification

d)

feasibility study

5.

An asphalt cement can be a good bituminous binder material for item

a)

306

b)

308

c)

310

d)

311

6.

The following reasons may cause the granting of contract time extension with the exception of one:

a)

exceptionally adverse climate conditions

b)

excusable failure of contractor to provide equipment and man power

c)

causes beyond the control of contractor

d)

causes of which government is not directly responsible

7.

What is the allowable variance from the original unit price, so that a contract will be entitled to contract price escalation?

a)

less than 2%

b)

less than 5%

c)

more than 5%

d)

less than 3%

8.

The government may rescind the contract work if there is:

a)

delay in the payment of contractors claim for billing

b)

existing right-of-way problem

c)

undue delay attributable solely to the contractor

d)

adverse peace and order conditions

9.

If after 50% completion, the work is satisfactorily undertaken and on schedule no additional retention should be made otherwise the progress payment should be imposed a retention rate of:

a)

5%

b)

10%

c)

15%

10.

Under which of the following conditions must a change order not to be issued?

a)

Where there is a decrease in work due to deletion of work items

b)

Where there is reclassification of item of works

c)

Where the aggregate cost has increased and is limited to 25% of the original cost

d)

Where there is increase in cost in construction materials

11.

Which of the ff. is not considered a Variation Order?

a)

Change order

b)

Extra work order

c)

Resume order

d)

Supplemental agreement

12.

A project with delays due to reasons beyond the control of the contractor may be granted a time extension if the affected works, as shown in the PERT/CPM diagram, are:

a)

dummy activities

b)

critical activities

c)

non critical activities

d)

hammock activities

13.

If after 50% completion, the work is satisfactorily undertaken and on schedule no additional retention should be made otherwise the progress payment should be imposed a retention rate of:

a)

5%

b)

10%

c)

15%

d)

20%

14.

What is the permitted variation from the design from the thickness of a layer of aggregate base course?

a)

±\pm 20 mm

b)

±\pm 15 mm

c)

±\pm 25 mm

d)

±\pm 10 mm

15.

What is the permitted variation from the design from the thickness of a layer of aggregate subbase?

a)

±\pm 20 mm

b)

±\pm 15 mm

c)

±\pm 25 mm

d)

±\pm 10 mm

16.

What is the required area of the trial section needed to check the suitability of the materials and efficiency of the equipment and construction method the contractor will use?

a)

about 500 sqm

b)

about 400 sqm

c)

about 100 sqm

d)

about 600 sqm

17.

What is the accepted proportion mixture of cement to be added to the soil aggregate (dry soil) in a Portland cement stabilized road mix base course (item 204)?

a)

4 to 20 mass percent

b)

6 to 10 mass percent

c)

5 to 12 mass percent

d)

3 to 12 mass percent

18.

What is the accepted proportion mixture of cement to be added to the soil aggregate (dry soil) in a Lime stabilized road mix base course (item 203)?

a)

4 to 20 mass percent

b)

6 to 10 mass percent

c)

5 to 12 mass percent

d)

3 to 12 mass percent

19.

Sub-grade soil is well compacted under the controlled condition of:

a)

over saturation with water

b)

optimum moisture content and maximum dry density

c)

dry soil

d)

cold weather

20.

The rate of application of seal coat using cutback asphalt is ______.

a)

1.5-3.0 li/sqm

b)

2-3 li/sqm

c)

1-2 li/sqm

d)

1.5-2 li/sqm

21.

Defective works in a project should be brough to the attention of the contractor by the Project inspector thru:

a)

logbook entry

b)

progress billing deduction

c)

inspection report

d)

site instruction

22.

How much percentage is withheld on the general items until the final acceptance of the project?

a)

15%

b)

20%

c)

30%

d)

50%

23.

Which of the following is not a construction safety procedure?

a)

The side of deep excavations must be properly shored

b)

All openings above ground level must be guarded

c)

Operators and mechanics must be required to log in when operating equipment

d)

Workers engaged in clearing must be protected from hazardous plans

24.

Which of the following is not a cause of delay in project implementation?

a)

revision in plans

b)

inadequacy of contractor's resources

c)

non-availability of construction materials

d)

rainy month pre-determined in the area

25.

The bar chart is also called a _________.

a)

Precedence diagram

b)

Gantt chart

c)

CPM diagram

d)

PERT chart

26.

Who assists the project engineer in the overall direction and supervision of field operations?

a)

contractor's engineer

b)

resident engineer

c)

materials engineer

d)

project inspector

27.

If after 50% completion, the work is satisfactorily undertaken and on schedule no additional retention should be made otherwise the progress payment should be imposed a retention rate of:

a)

5%

b)

10%

c)

15%

d)

20%

28.

A project with delays due to reasons beyond the control of the contractor may be granted a time extension if the affected works, as shown in the PERT/CPM diagram, are:

a)

Dummy activities

b)

Critical activities

c)

Non-critical activities

d)

Hammock activities

29.

Which of the following is NOT considered a Variation order?

a)

change order

b)

extra work order

c)

resume order

d)

supplemental agreement

30.

A variation order may be in the form of extra work order or change order. What is the maximum allowable percentage of the change order?

a)

10%

b)

15%

c)

5%

d)

20%

31.

Whose engineering judgement will prevail in the overall field implementation of a project?

a)

Project inspector

b)

Resident engineer

c)

Project engineer

d)

Materials engineer

32.

What is the single vertical datum to which elevation for all infrastructure projects should be referred to?

a)

Mean sea level

b)

10.47 m below mean sea level

c)

10.00 below mean lower low

d)

Mean lower low water

33.

Who supervises the work and test employed in project implementation?

a)

Project inspector

b)

Contractor's engineer

c)

Material's engineer

d)

Project engineer

34.

What is the required minimum field density for embankment materials?

a)

85%

b)

90%

c)

95%

d)

100%

35.

In the DPWH standard specifications, what is the item no. embankment?

a)

100

b)

102

c)

104

d)

106

36.

What is item 506 in the DPWH structural specifications?

a)

structural concrete

b)

prestressed concrete

c)

stone masonry

d)

riprap and grouted riprap

37.

In laying stone components of item 505 (riprap and grouted riprap) each stone should be:

a)

laid with its longest axis perpendicular to the slope

b)

pitched to line along the beds and joints

c)

laid with its face parallel to the faces of the walls

d)

reasonably uniform with no projection more than 150 mm

38.

What is the minimum cement content (40 kg/bag) per cubic meter of class B concrete?

a)

8 bags

b)

9 bags

c)

9.5 bags

d)

11 bags

39.

The minimum testing requirement of concrete for item 405 is the compressive strength test on concrete cylinder samples consisting of a set of 3 concrete cylinder samples to represent not more than:

a)

50 m^3 of concrete

b)

75 m^3 of concrete

c)

100 m^3 of concrete

d)

125 m^3 of concrete

40.

Clay can be distinguished from silt by performing:

a)

sieve analysis test

b)

hydrometer test

c)

plastic limit test

d)

liquid limit test