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1.1 BM: Sitework and earthworks

Total questions: 39

Worksheet time: 20mins

Name
Class
Date
1.

AASHTO

(a)  

2.

Boulder size should be more than 75mm is defined by

a)

AASHTO

b)

ANSI

c)

ASTM

d)

USCS

3.

The moisture content at which a solid changes from the liquid state to the plastic state.

a)

Plastic Index

b)

Atterberg limit

c)

Liquid limit

d)

Plastic limit

4.

Particle size of Coarse Sand defined by AASHTO

a)

no. 40 sieve to no. 200 sieve

b)

75mm to no. 10 sieve

c)

passing no. 200 sieve

d)

no. 10 sieve to no. 40 sieve

5.

Classifies inorganic soils for suitability as sub-grade materials in terms of good drainage and bearing capacity

a)

Unified Soil Classificatory System

b)

AASHTO soil classification system

c)

American Society for Testing and Materials

d)

American National Standards Institute

6.

Soil suitable as fill or subgrade, selected laboratory-approved pit-run gravel, disintegrated granite, sand, shale, cinder or other material similar materials with not more than 35% fraction passing the no. 200 sieve

a)

Fill Materials

b)

Granular Fill

c)

Borrow Fill

d)

Base Course material

7.

Following are uses of geotextile except

a)

Reinforcement

b)

waterproofing

c)

Separation

d)

Filtration

8.

Continuous polymeric sheets that are impermeable

a)

Geotextile

b)

Geocomposite

c)

Geocell

d)

Geomembrane

9.

Physical barrier that prevents termites from accessing the wood in a home, except

a)

Colony Elimination System

b)

Home construction

c)

Termite Resistant Sand

d)

Termite Mesh

10.

A material that provides a wearing surface for a pedestrian or vehicular traffic in the environment.

a)

Road

b)

Networks

c)

Pavement

d)

Concrete

11.

Pavement that consists of concrete or brick stone unit pavers laid out on a sand setting bed that is somehow resilient and which distributes loads to the subgrade in a radiating matter

a)

Rigid Pavement

b)

Flexible Pavement

c)

Paving pattern

d)

Turf Pavement

12.

A filter layer of finer material laid over a coarse road base material in order to provide a stable foundation of fine aggregate for the construction of a pavement

a)

Subgrade

b)

Borrow material

c)

Choker aggregate

d)

Base Course Material

13.

A test for determining the compressive strength of a concrete batch, using a hydraulic press to measure the maximum load a test cylinder can support

a)

Compression test

b)

slump test

c)

cylinder test

d)

core test

14.

A compression test of a cylinder cut from a hardened concrete structure, usually means of core drill

a)

Compression test

b)

core test

c)

slump test

d)

core boring

15.

Forms used in concrete construction except

a)

Phenolic form

b)

Lumber form

c)

veneered form

d)

Steel form

16.

metal reinforcement made by open heart furnace by the acid Bessemer furnace and meet the fixed chemical composition

a)

Deformed bar

b)

Billet steel bars

c)

Steel rods

d)

Rail-steel bars

17.

Metal reinforcement used for slab

a)

Triangle -mesh wire Fabric

b)

Wire Fabric

c)

Expanded mesh

d)

Laths

18.

A portland cement concrete to which a chemical foam is added

a)

Aerocrete

b)

Gunite

c)

Porete

d)

Haydite

19.

This is processed concrete added with lightweight aggregate

a)

Aerocrete

b)

Gunite

c)

Porete

d)

Haydite

20.

Also known as rock lining. It prevents erosion and also known as Rubble

a)

Riprap

b)

Gabion

c)

Geo synthetics

d)

Sealing

21.

It is a stone filled wire basket. It stabilize soil and prevents erosion.

a)

Geo grids

b)

Riprap

c)

Gabion System

d)

Geo synthetics

22.

It is the application of Geo-textile that allows adequate liquid flow with minimla soil loss.

a)

Separation

b)

Filtration

c)

Reinforcement

d)

Sealing

23.

Type of Geo-synthetics manufactured from extrusion, weaving, welding. It holds and captures aggregates together. It has bearing capacity and also a base and sub-grade reinforcement.

a)

Geo-cells

b)

Geo-net

c)

Geo-membrane

d)

Geo-grids

24.

Type of Geo-synthetics that is 3D cellular and produces composite layer

a)

Geo grids

b)

Geo cell

c)

Geo net

d)

Geo membrane

25.

Type of Geo-synthetics that consists of ribs at 2 horizontal plane. It is a 3D bi-planar core. Uses high density HDPE for high loads. It also controls surface run off

a)

Geo grids

b)

Geo cells

c)

Geo net

d)

Geo membrane

26.

Type of Geo-synthetics that has impervious polymer sheets. It is used for liquid and solid storage facilities, landfill, canal, and tunnel lining.

a)

Geo-membrane

b)

Geo net

c)

Geo cell

d)

Geo-grids

27.

Prevents termites from accessing the wood in a home

a)

Chemical barriers

b)

Mesh

c)

Physical barriers

d)

Termicide

28.

Fine enough to keep even tiny termites for passing thru. Used in slab construction, also used to wrap pipes and other access areas.

a)

Termite resistant sand

b)

Termite mesh

c)

Slab treatment

d)

Colony ellimination

29.

The objective is to establish a continuous termiticide between soil access routes.

a)

Chemical barriers

b)

Colony elimination

c)

Slab treatment

d)

termite resistant sand

30.

CONSIST OF CONCRETE, BRICKS, STONES. SAND SETTING BED THAT IS SOMEHOW RESILIENT AND DISTRIBUTES LOAD TO SUBB-GRADE RATIATING MANNER

a)

FLEXIBLE PAVEMENT

b)

RIGID PAVEMENT

c)

TURF PAVEMENT

d)

ASPHALT

31.

ON A TYPICAL ROAD SECTION, WHAT IS THE WEAK & MOISTURE SENSITIVE?

a)

SUBGRADE

b)

SUB BASE

c)

BASE

d)

SURFACE

32.

ON A TYPICAL ROAD SECTION: WHAT HAS A MODERATE STRENGHT, FREE DRAINING, NATURAL MATERIALS, AND INEXPENSIVE?

a)

SUB GRADE

b)

SUB BASE

c)

BASE

d)

SURFACE

33.

ON A TYPICAL ROAD SECTION: WHAT IS THE STRONG, FREE DRAINING, MANUFACTURE, LESS EXPENSIVE?

a)

SUB GRADE

b)

SUB BASE

c)

BASE

d)

SURFACE

34.

ON A TYPICAL ROAD SECTION: WHAT IS THE VERY STRONG, DURABLE, IMPERMEABLE, MANUFACTURE, EXPENSIVE?

a)

SUB GRADE

b)

SUB BASE

c)

BASE

d)

SURFACE

35.

LIQUID BINDING MATERIAL THAT HOLDS ASPHALT TOGETHER

a)

ASPHALT

b)

CEMENT

c)

BITUMEN

d)

ASPHALTIC CONCRETE

36.

COMPOSED OF AGGREGATES, SAND, AND BITUMEN.

a)

ASPHALT

b)

ASPHALTIC CONCRETE

c)

BASE

d)

HOT MIX

37.

LIGHT AND SLOW CURING ASPHALT. HARDENS TO A LESS FIRM AND DURABLE

a)

COLD MIX/ ASPHATIC CONCRETE

b)

ASPHALTIC MACADAM

c)

ASPHALT OVERLAY

d)

MACADAM ROAD

38.

GRADING AND COMPACTING LAYERS OF CRUSHED STONE. BINDING BY ASPHALT ON TOP

a)

COLD MIX

b)

ASPHALTIC MACADAM

c)

ASPHAT OVERLAY

d)

MACADAM ROAD

39.

ASPHALT LEVELING COURSE MADE OF ASPHALT AND AGGREGATES TO CORRECT THE CONTOUR OF EXISTING SURFACE. IT IS PLACED ON EXISTING PAVEMENT

a)

COLD MIX

b)

ASPHALTIC MACADAM

c)

ASPHALT OVERLAY

d)

MACADAM ROAD