Midterm gani Flashcards

(110 cards)

1
Q

Understanding construction materials ensures
that structures are built “safely” and can withstand various stresses
over time, preventing failures and accidents.

A

Quality and Safety

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2
Q

Construction projects need good materials and
understanding of how to use them well. Designers,
builders, and users must know about materials,
construction _________, ____________ and ___________
for successful and cost-effective outcomes.

A

materials, construction methods, and maintenance

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3
Q

___________ and _____________ are both organizations that set standards for materials used in construction, including highways and transportation infrastructure.

A

AASHTO (American Association of State Highway and Tansportation Officials) and ASTM (American Society for Testing and Materials)

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4
Q

________ primarily focuses on standards related to transportation
and highway infrastructure.

A

AAHSTO

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5
Q

_________ sets standards for a wide
range of materials and products used in various industries, including
construction.

A

ASTM

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6
Q

________ is degree of excellence. It is described by such general terms as stable, durable, rigid or flexible. Some equate it to cost, others to conform or elegance. However, _______ for different individuals may vary since it is influenced by factors, such as economics, aesthetics, safety, or performance

A

Quality

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7
Q

__________ is to regulate. It is usually used in relation to weight, population, or prices. It is instituted when there is need to check or regulate due to some important,
compelling reasons.

A

Control

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8
Q

__________ is checking for conformance to requirements. It is now widely and increasingly used in the construction industry. It is instituted during the course of construction as a ____________, not as a corrective measure. Preventive measures are always more ________.

A

Quality Control, preventive tool, economical

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9
Q

To ensure the highest quality of work and extend the service life of any structure by constructing according to the prescribed ________ and ________.

A

plans and specifications

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10
Q

The ________ indicate the specific type of the structure and the __________ present the characteristic in which it is built, as well as
the materials that are to be incorporated into the work.

A

plans, specifications

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11
Q

To check and regulate the use of construction materials and to economize on the cost of construction. Fulfilling these, requires ____________ prior to and after placing to their final position in the structure. Normally, every material should be subjected to _____________, ____________, ________ before acceptance.

A

adequate control of materials ( testing, inspection, and verification)

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12
Q

___________ is degree of certainty. _________ is a function of the ________ to verify/audit and evaluate that the work is done in accordance with specifications. Some call it ___________

A

Assurance, Quality Assurance, owner, acceptance inspection.

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13
Q

It is the basic means or a tool by which an engineer or an inspector can be used to determine whether the materials should be allowed to be incorporated or be rejected into the work.

A

Material Testing

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14
Q

It is a documented proof of the quality of materials indicating it meets or it fails the desired properties as called for in the specifications requirements of an approved contract.

A

Materials Testing

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15
Q

There can be no quality assurance without adequate __________at the source or manufacturer or at construction,
therefore _______ is a tool for measuring quality control in project implementation.

A

quality control, testing

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16
Q

_________ is an important complement of quality control in engineering works

A

Testing

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17
Q

__________, _________, ___________ who are involved
in the implementation of various infrastructures needs to learn testing technology in construction materials to enhance and strengthen their capabilities in the implementation of _____________ of a project.

A

Project Engineers, Materials Engineers, Laboratory Technicians, Quality Assurance Program

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18
Q

The _______ has the prime responsibility to produce/process the products to meet/satisfy the quality requirements in accordance with the Specifications prior to incorporating them into the project.

A

contractor

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19
Q

____________ applies to the written contract documents which includes material and workmanship requirements, inspection and testing procedures and procedures for
measurement and payment of work, all of which are mostly based on American Association of State Highway and Transportation Officials (AASHTO)

A

Specifications

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20
Q

The _________, however becomes the starting point of quality
control. Without specification, there can be no quality control.

A

specifications

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21
Q

has the primary responsibility of producing a complete, accurate, and costefficient
building in accordance to the approved set of plans of the project, what are the taks of this?

A

Project Engineer, PCPCP, Planning, Coordinating, Project Control, Communication and Documents, Personnel

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22
Q

Responsible for the sampling as instructed by the owner’s Engineer, testing, inspection and submission of quality control reports data.

A

Materials Engineer ( Contractor’s Side)

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23
Q

Supervise continuously the Contractor’s technicians/foremen in carrying out
specified sampling, testing and reporting works;

A

Materials Engineer ( Owner Side)

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24
Q

Ascertain that all materials pass the requirements of the DPWH Standard Specifications for Highways.

A

Materials Engineer from the Government Side

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25
Ascertain that all materials pass the requirements of the DPWH Standard Specifications for Highways.
Materials Engineer from the Government Side
26
Ascertain that all materials pass the requirements of the DPWH Standard Specifications for Highways.
Materials Engineer from the Government Side
27
- To prepare design mixes for concrete and asphalt mixtures. - Accomplished, update, and keep the test report records such as materials logbook.
Material's Engineer ( Contractor)
28
- Instruct the Contractor where to take representative samples and ensure frequency of sampling and testing required in the Specifications; - Ensure that all tests on materials and field operations are correctly recorded by the Contractor’s technicians in daily reports of forms and submitted to the Engineer/the PE without delay;
Materials Engineer from the Owner's Side
29
-Submit a monthly summary of all test results to the Engineer (PE), together with recommendations regarding approval or rejection of materials and work, based on the test data and observations and - Carry out independently from the Contractor’s technicians, any sampling and testing for the purpose of confirming the test results submitted by the Contractor, if required. The ME should also conduct a random or surprise sampling and testing in addition to the planned sampling and testing.
Materials Engineer from the owner's side
30
-Advise the PE on the acceptance or rejection of construction materials - Check the Quality Control Program (QCP) prepared by the contractor
Materials Engineer on the Government Side
31
-Accomplish the weekly Certificate of Quality Control Assurance (CQCA) - Evaluate design mix and job mix for concrete -Acquaint with standard procedures on materials sampling, testing and control -Ensure the testing laboratory is adequately equipped
Materials Engineer from the Government Side
32
-Ensure the testing laboratory is adequately equipped -Submit the test reports and other pertinent quality control reports - Strictly supervise his laboratory technicians
Materials Engineer from the Government Side
33
- Submit the test reports and other pertinent quality control reports - Strictly supervise his laboratory technicians
Materials Engineer from the Government Side
34
Only materials that passed the Specifications and approved by the Engineer are used for the construction
Quality of Materials
35
Good skill, art and/or technique are used for quality products
Workmanship
36
Test results on finished product meet the specified strength and quality.
Quality of Product
37
The first step in quality control is the preparation of the plan or program by the _________. He submits it to the owner or his representative. The plan should include provisions on how the work and materials should inspect and the nature and amount of testing work to be done. It should also indicate whether a project quality control laboratory will be set up to facilitate testing.
Quality Control Program
38
It specifies the minimum number of tests required for an item of work which corresponds to the quantities stated in the approved Program of Work of a project.
Quality Control Program
39
Quality Control Program is prepared by the concerned Materials Engineer of the ________, to be checked by the concerned Materials Engineer of the __________,to be submitted by the _____________ and to be approved by the ____________.
contractor, government, project engineer, head office
40
For cement, we need _____ bags, 1 bag = ________. For every ________ bags or fraction therefore, 1-Q, Quality Tests.
9.00 bags, 40 kg, 2,000.
41
FINE AGGREGATES ________ m cube/ per m cube ( if rounded coarse aggregate is used) ________ m cube/ per m cuve if angular coarse aggragate is used), For every ________ m cuve or fraction thereof: 1 - Quality Test
0.50, 0.54 ( 1500 m cube)
42
Fine Aggragates For a source not tested yet, or failed in previous quality test: 1-Q, Quality Test for:
- Elutriation - Bulk Specific Gravity - Absorption - Mortar Strength - Soundness - Organic Impurities - Unit Weight - % Clay Lumps and Shale
43
Fine Aggregates for a source previously tested, and passed quality test, for every______ m cube thereof, one ________.
75, grading test ( Sieve Analysis)
44
COARSE AGGREGATES Quantity: 1) ______ m³/m³ concrete (if rounded coarse aggregate is used) 2) _______ m³/m³ concrete (if angular coarse aggregate is used) Tests: Quality For every _______ m³ or fraction thereof:
0.77, 0.68, 1500
45
For a source not yet tested, or failed in previous quality test: 1-Q, Quality Test for:
-Grading -Bulk Specific Gravity -Absorption -Soundness - Unit Weight
46
For a source previously tested, and passed quality test: 1-Q, Quality Test for:
o Grading o Bulk Specific Gravity o Absorption o Abrasion
47
WATER Tests: _________ from Project Engineer or 1-Q, Quality Test, if source is questionable
1 Certificate
48
JOINT FILLER 1. Poured Joint Filler Tests: 1-Q, Quality Test on each ________ of ingredient for each shipment 2. Pre-molded Joint Filler Tests: 1-Q, Quality Test on each ______ of filler for each shipment
type thickness
49
Sealing of joints should be undertaken after the ______ period and before the _______ is opened to traffic.
curing, pavement
50
SPECIAL CURING AGENTS Tests: ____-Quality Test for each shipment
1
51
STEEL BARS Tests: For every _________ kg or fraction thereof, for each size: 1-Q, Quality Test for:
- Bending - Tension - Chemical Analysis
52
CONCRETE Tests: ____________on Concrete Beam Samples: 1-Set, Consisting of 3 beam samples shall represent a ______m2 of pavement, ________mm depth, or fraction thereof placed each day. Volume of concrete not more than ___m^3.
Flexural Strength Test, 330, 230, 75
53
COMPLETED PAVEMENT Tests: Thickness determination by concrete core drilling on a lot basis _______ holes per km per lane or _________ holes per _______ m when 2 lanes are poured concurrently
5, 5, 500
54
Class of Concrete Bags/m³ Class A ____ bags/m³ of concrete Class B ____ bags/m³ of concrete Class C _____ bags/m³ of concrete Class P _____ bags/m³ of concrete
9.0, 8.0 9.5, 11.0
55
FINE AGGREGATES For ROUNDED For ANGULAR Class A 0.50 0.54 m³/m³ of concrete Class B _____ _____ m³/m³ of concrete Class C _____ ______ m³/m³ of concrete Class P ______ _____m³/m³ of concret
0.45, 0.52 0.53, 0.59 0.44, 0.47
56
the process by which a liquid is drawn into pores in a porous solid body
Absorption
57
a process by which DPWH demonstrate the competency to perform specific tasks in accordance with the standard.
Accreditation
58
A material other than water, aggregates, cementitious materials, and fiber reinforcement that is used as an ingredient of a cementitious mixture. e.g. Accelerating mixture, Air-entraining mixture, Chemical admixture, Water-reducing mixture, Waterreducing mixture.
Admixture
59
the number of days or hours of curing of a concrete mixture at a specified temperature
Age, equivalent
60
granular material used with a cementing medium to form hydraulic cement concrete or mortar. e.g. Coarse aggregate, Fine aggregate, lightweight/low density aggregate, normal weight aggregate.
Aggregate
61
nonmetallic product, consisting of silicates
Blast-furnace slag
62
the mass of a unit volume of bulk aggregate material
Bulk Density
63
a mixture of inorganic materials that sets and develops strength by chemical reaction with water
Cementitious material
64
a composite material that consists of a binding medium which embedded within are particles of aggregate
Concrete
65
the relative mobility or ability to flow of a fresh cementitious mixture
Consistency
66
action taken to maintain moisture and temperature conditions in a freshly placed cementitious mixture
Curing
67
the ratio of the density of materials to the density of distilled water at a given temperature
Relative Density
68
coarse aggregate resulting from natural disintegration and abrasion of rock
Gravel
69
gain strength and other properties of a cementitious mixture
Hardening
70
those spaces in a specimen that do not become filled with water when submerged
Impermeable Pores
71
Give 6 curing methods for concrete
Ponding, Wet Curing, Sealing, Chemical Curing, Membrane Curing, Steam Curing
72
fine aggregate resulting from natural disintegration and abrasion of rock
sand
73
Defined by _______ as the process occurring after the addition of mixing water, that results in a gradual development of rigidity of a cementitious mixture.” In other words, it is the process a concrete mixture goes through, from being a liquid mixture to gaining certain stiffness
Setting, ASTM C125
74
the ability to resist separation of the paste from the aggregates.
Stability
75
the product resulting from the use of mechanical devices to break rocks, boulders, or large cobblestones into smaller fragments
crushed stone
76
– striking the side of a mold to close voids in a fresh cementitious mixture created by rodding or an internal vibrator
Tapping
77
the property of freshly mixed concrete that affects the ease with which it can be mixed, placed, consolidated, and struck off.
workability
78
for drying, conditioning and moisture determination
Laboratory Ovens
79
device for separating wanted elements from unwanted material or for characterizing the particle size distributions of sample.
Sieves
80
designed for the reduction of test samples
Sample Splitter
81
is used for rock classification tests
Rock Classification Hammer
82
used to determine the resistance of aggragates by abrasion.
Los - Angeles Abrasion Machine
83
Used to measure coarse aggregate density through water displacement method.
Volumeter for aggregates
84
designes to mix dry materials
Dry Mixer
85
suitable to determine the abrasion resistance of glazed tiles and other materials.
Abrasimeter
86
used to measure resistance of an aggregate to crushing under a gradually applied compressive load.
Aggregate Crushing Value apparatus
87
used for specific gravity and water absorption test.
Bouyancy balance
88
design to remove a cylinder of material, much like a hole saw
Core Drill
89
used to perform compression test on concrete cylinder specimens
Compression Testing Machine
90
used to perform flexural tests on concrete beam specimen
Flexural Testing Machine
91
used to determine the strain and deformation characteristics of concrete specimens. It is used to determine the static modulus of elasticity (Young's Modulus) and Poisson‘s ratio of concrete in compression
Concrete Cylinder Compressometer - Extensometer–
92
suitable for field mixes of medium strength concrete
Drum Type Mixer
93
for the determination of the consistency, the medium and high workability of fresh concrete.
Slump Cone Test Set
94
for quantitative determination of binder or bitumen contained in pavement samp
Automatic Binder Extraction Unit
95
use for asphalt content determination in bituminous concrete
Reflux Extractor
96
– it can extrude Marshall, CBR, and Standard and Modified Proctor specimen.
Universal Extruder
97
is a stand-alone system for fatigue life testing of asphalt beams subjected to repeated flexural bending, giving a measure of maximum tensile strength, maximum tensile strain and flexural stiffness.
Fatigue Tester of Asphalt Beams
98
–used to determine the consistency of a bituminous sampler under fixed conditions of load, time and temperature.
Penetrometer
99
used for drying asphalt.
Asphalt Oven
100
used to determine the viscosity of cut-back bitumen and road oil
Viscometer
101
this apparatus is used for the measurement of the apparent density (bulk density) of powder and non-cohesive materials
Bulk Density of Cement
102
used to determine the initial and final setting time of a hydraulic binder
Automatic Recording Vicat Apparatus
103
used for setting time and consistency of cement.
Vicat Apparatus
104
expressly designed for the efficient mixing of cement pastes and mortar, with two automatic sequences of mixing cycle.
Automatic Mortar Mixer
105
to carry out static tensile tests on metallic materials.
Universal Hydraulic ServoControlled Machine
106
used to make notching on impact test bars for resilience tests.
Broaching Machine
107
to check the energy absorbed during the impact, which is measured in JOULE.
Pendulum Impact Charpy Tester
108
designed to carry out bending tests on steel bars for reinforced concrete
Bending Machine
109
are used to measure the percentage of water in a given substance.
Moisture Meters
110
–for determination of shear strength, hardness, Cleavage, Static bend Plywood Grips Nail/Screw withdrawal test, compression (parallel-to-grain) and many other test on wood plywood.
Universal Wood Tester