Materials engineers are responsible for the research, specification, design, and development of materials to advance technologies and products of many kinds. Their expertise lies in understanding the properties and behaviors of different substances, from raw materials to finished products. Take the quiz review to gauge your understanding so far. All the best!
Stabilization by the use of Geotextiles
Cement stabilization
Bituminous stabilization
Lime stabilization
bottom
Top
Middle
Can be top or bottom
500 sq. m.
335 sq. m.
600 sq. m.
400 sq. m.
Portland Cement
Hydraulic Cement
Air-Retaining Portland Cement
All of the above
Abrasion
Grading Test
Density
Plasticity test
thermoplastic
Brittle
hyrophobic
None of the above
Good surface texture
Water tightens
Weak strength
All of the above
Contractor
DPWH Materials Engineer
Contractor’s Project Engineer
None of the above
Sand
Concrete Aggregate
Bituminous Blended Aggregate
14th day
12th day
10th day
7th day
Viscometer
Tag open cup
penetrometer
Thermometer
Absolute Volume Method
Area Method
American Method
Do No. 80
DO No. 52
Do. No. 48
Do.No. 135
Straight line
Parabola
Semi-elliptical
Hyperbola
test to determine pay volume
Test to determine strength characteristic
Test to determine volume change
Test to determine maximum density
Quality Control Program
Program of Work
Work Schedule
Minimum Testing Requirement
Flexibility
Rigidity
Hardness
Ductility
Alligator crack
raveling
Rutting
Bleeding
Flash surface reflective stud
Traffic Cone
Brinnell
Vicat
Thin-walled sampler
Split spoon sampler
Screw type soil auger sampler
Post-hole auger sampler
3 cores
4 cores
5 cores
Core must be taken at 5 meter interval backward & forward of the designed sta.
Boiling Point
Fire Point
Softening Point
Burning Point
Do No. 211
DO No. 221
Do.No. 230
Do. No. 212
100 kgs.
70 kgs.
80 kgs.
50 kgs.
Deformation characteristic of soil
Engineering properties of the underlying soils
Arrangement of soil strata
Field Density of soil
Lab. Compaction Test
Field Density Test
Control Strip
Trial Section
Bulk Specific Gravity
Dry Specific Gravity
Apparent Specific Gravity
Wet Specific Gravity
DO No. 40
Do. No. 125
Do.No. 200
Do No. 139
Specific gravity
Durability
Viscosity
Solubility
Flexibility
Durability
Ductility
Rigidity
Yes
No
It depends on the condition of concrete
Check the slump
Distillation
Extraction
Float Test
Slump test
Do No. 52
DO No. 206
Do. No. 48
Do.No. 200
0.18%
0.06%
0.05%
0.08%
500 sq. m.
335 sq. m.
600 sq. m.
400 sq. m.
Compaction
Density
Temperature
Grading of aggregates
Non-volatile
coarse
Deleterious
Solvent
Do.No. 80
Do No. 155
DO No. 52
Do. No. 04
Group Index
Liquid Limit
Plasticity Index
Plastic Limit
Compressive
Flexural
tensile
Bond strength
Make a trial section
Make trial mix
Establish control strips
None of the above
Gillmore needles
Bailey needle
Vicat apparatus
Blaine Air Permeability Apparatus
DM No. 52
DM. No. 20
DM No. 48
DM.No. 80
DMC No. 03
DMC No. 25
DMC No. 200
DMC No. 40
% of aggregate passing each specified sieve
Temperature of the mixture delivered on the road
Percent of bituminous materials to be added
Mixing time of the mixture in the batching plant
True
False
They are the same
Compressive strength test
Flexural strength test
Core test
Crushing strength test
Penetrometer
Viscometer
thermometer
Tag open cup
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