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SET B - DPWH

Total questions: 24

Worksheet time: 12mins

Name
Class
Date
1.

River trimming structure constructed along and perpendicular to the banks of river these structures are called

a)

Revetment

b)

Spur dike

c)

Guide banks

d)

Embankment

2.

For the installation of sheet pile the joint between the piles shall be practically the piles are in place.

a)

Welded

b)

Watertight

c)

Galvanized

d)

Dirt Free

3.

How many bags of Portland cement (40kgs) is required for 1 cubic meter of class A (20.7) concrete

a)

8

b)

9.1

c)

9.5

d)

11

4.

A project 2120 bags of Portland cement. How many quantity test is/are required.

a)

1

b)

2

c)

3

d)

4

5.

What is the allowable tolerance for dredging work?

a)

100mm

b)

200mm

c)

300mm

d)

400mm

6.

What is the simplest type of bridge super structure for a concrete bridge with a span of 12 meters?

a)

Reinforced concrete deck girder

b)

flat slab

c)

Short Deck Slab

d)

Pre-stressed Concrete Girder and slab

7.

The frequency for the quality control sampling and testing is established in the

a)

DPWH standard specification

b)

Approved quality control program

c)

Approved Program of Work

d)

Certificate of Quality Control Assurance

8.

What is the maximum road gradient of bridge approach?

a)

6%

b)

8%

c)

9%

d)

12%

9.

Min earth cover of RC PIPES laid horizontally from the natural ground

a)

150MM

b)

200MM

c)

300MM

d)

400MM

10.

How often can progress payment be requested by the contractors

a)

Once a month

b)

Twice a month

c)

For every 3 months

d)

Once a year

11.

The warranty period of structural defect on permanent structure is equivalent to how many years.

a)

1YR

b)

SYRS

c)

15 YRS

d)

20YRS

12.

Each pile after driving shall be with mm from theoretical location underneath pile cap.

a)

100MM

b)

150MM

c)

250MM

d)

300MM

13.

The asphalt pavement represented by the core shall not be accepted if the deficiency in the average thickness is more than_mm?

a)

3

b)

5

c)

7

d)

10

14.

If the minimum compressive strength for concrete class A is 20.7, what is the minimum compressive strength for concrete class C.

a)

16.5MPA

b)

20.7MPA

c)

37.7MPA

d)

37.7MPA

15.

Concrete in the area represented by the cores will be considered adequate in their average strength is equal to:

a)

at least 85% and no single core is less than 85% of f'c

b)

at least 75% and no single core is less than 75% of f'c

c)

at least 85% and no single core is less than 75% of Pc

d)

at least 75% and no single core is less than 85% of f°c

16.

The allowable temperature of asphalt mix prior to spreading:

a)

105

b)

107

c)

135

d)

180

17.

What joint to be used when there is an interruption of more than 30 minutes during concreting operation?

a)

Transverse expansion joint

b)

Weakened plane joint

c)

Transverse construction joint

d)

Tranversed contraction joint

18.

The vertical clearance above the roadway shall not be less than:

a)

4.88

b)

5.03

c)

5.35

d)

6.03

19.

Under which of the following condition must a change order not be used?

a)

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

b)

Where there is re classification 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 material

20.

Pier, abutment what type of structure?

a)

Super structure

b)

Sub structure

c)

Structure

d)

Design structure

21.

Which of the following is not a field test in road construction:

a)

Density Test

b)

Core boring test

c)

CBR

d)

Dynamic Cone Penetrometer

22.

130 tons of bituminous material how many sample should be taken:

a)

20KG

b)

30KG

c)

40KG

d)

50KG

23.

Which of the following is not a flood damage mitigation measure:

a)

Reduction of peak flow by reservoirs

b)

Confinement of the flow by levees

c)

Flood plain management

d)

Highway drainage

24.

Immediately after the finishing operations have been completed and the concrete has sufficiently set the entire surface of the newly placed concrete shall be cured in accordance with one of the methods except:

a)

Cotton burlaps Mats

b)

Straw curing

c)

Rice hull

d)

Curing Compound