module 3
問題一覧
1
ilIs one of the most important and most widely used measurements in the processing and testing of foods
Moisture determination
2
Two Methods to Determine the Moisture Content
1. By use of laboratory thermostatically controlled oven 2. By use of speedy-moisture tester
3
Is a Quality Control test carried out at site for knowing the increased density or compaction achieved at site on the soll layer.
FDT
4
A procedure of excavating hole/pit along the side of the completed section with already constructed pavement (concrete or asphalt) to verify and determine the thickness of the compactedembankment/subbase/base course material
Test Pitting
5
Is a measurement of Concrete's Workability or Fluidity
Slump
6
What type of Slump?
True Slump
7
Is a slump appratus made of a round, straight steel 16mm diameter and approximately 600 mm legth.
Tamping Rod
8
Number of blows per 1/3 layer of Cylinderical Specimen
25
9
Number of Blows per 1/2 layer of Beam Mold Specimen?
63
10
Generally performed to assess whether suspect concrete in a new structure complies with strength-based acceptance criteria or not.
Core Test
11
diameter of Core Specimen for thickness determination.
100mm
12
a lot lenght for single lane is equal to ___
1000m
13
a lot in Coring Test is Divide in ____ equal segment.
5
14
what measurement of core will be taken no less 5m interval parallel to the center line if the thinkness is equal to ___mm
25mm
15
True or False
No acceptance and Final Payment shall be made on completed Pavement unless core test for thickness determination is conducted, except for Barangay Roads where the implementing office is allowed to waive such test
true
16
for Coring of asphalt Pavement, the compacted pavement shall have a thickness tolerance of _____mm.
-5mm
17
in charge of the formulation and implementation of policies for the purpose of ensuring the safety of all infrastructure facilities and securing the highest efficiency and quality in construction through checking of compliance with approved plans and specifications. Also, is responsible for the establishment of traffic engineering policies, analysis and evaluation of accident data, including average daily traffic and weighbridge data.
bqs
18
undertakes researches to identify appropriate standards in the implementation of DPWH projects, in coordination with the private sector. In terms of technological development, BRS undertakes a well-focused research program to improve the quality of projects in DPWH.
brs
19
True or False
Quality Control by the Owner
Quality Assurance by the Contractor
false
20
It is the process of verifying the work accomplished to ensure that it meets the technical specifications of the project. This is a function performed by the DPWH to verify that the work is done in accordance with the specifications.
Quality Assurance
21
It is the process of checking whether the workmanship and material used is within the standards, and specifications set for the project.
Quality Control
22
_____ are written contract documents that include materials and workmanship requirements, inspection and testing procedures, and procedures for the measurement and payment of the work. Specifications are the starting point of quality control. Without specifications, there can be no quality control.
Specification
23
_______ prescribe the kind and number of tests for each type of construction material. Testing is done as the materials are being incorporated into the work based on the minimum number of tests indicated on the approved QCP. Additional number of tests to the materials can be required if the Engineer or Inspector is in doubt of the quality of materials used.
Minimum Test Requirement
24
The ________ is a plan of works which involves the testing of materials that will be incorporated into a work. It specifies the minimum number of tests required for an item of work based on the quantities stated in the approved Program of Work for a project.
QCP
25
______ is the selection of a representative portion of a material using a standard method to ascertain its characteristics.
Sampling
26
True or False
Samples should also be taken from the I"n situ" product to determine compliance with the specifications
False
27
Sampling is as important as the actual _____
testing
28
All samples should be submitted with a corresponding _____ and should be accomplished and duly signed by authorized representatives.
Sample Card
29
____ is the basic means or tools to determine whether the quality of construction materials meets or fails the desired specification requirements.
Testing
30
True or False
During Inspection, a Material Engineer or an Inspector determines whether or not the delivered construction materials on site are acceptable and conform with the required quantity, size and conditions stipulated in the approved plans and specifications of the materials intended for use in the work.
false
31
Test duration for concrete beam / cylinder
30 mins per set
32
Test Duration for Asphalt/ Aspahlt Materials
3-30 days
33
Test duration for paint
3-4 days
34
Test duration for Aggreagtes
3-7 days
35
Purpose of Inspection except one
To minimize quality assurance errors
36
Suggested Frequency of Inspection except
Variable
37
it is type frequency inspection which is Random or Regular spot checks
Intermittent Spot Checks
38
It is a type of frequency inspection which Some operations, due to their inherent critical or variable nature require the full presence of the inspector
Continous Monitoring
39
It is the procedure through which the owner agrees that all items of work, materials or the project is in accordance with the plans and specifications.
Acceptance
40
True or False
Two (2) inspections are required to close out the project.
true
41
The final inspection verifies the “check on” to assure that all works are substantially completed and all corrections have been made
check off
42
Conditions for Acceptance of Materials except one:
All materials shall be in satisfactory and approved by materials engineer.
43
give the overall view of the works to be done or
accomplished during the implementation of the project. These documents also help in the evaluation of the stability and quality of the projects.
Project Documents
44
are the legally executed agreement between the Contractor and the DPWH for the performance of the works covered by the
contract.
contract document
45
Standard Forms in project implementation (DO)
do46s2022
46
DPWH Standard Specification Volume 3 (DO)
DO 42, 2021
47
one of the quality control reports relative to on-going construction and maintenance projects undertaken/ implemented by the Regional and District Engineering Offices per Department Order No. 21, dated March 26, 2010.
Monthly Materials Report
48
____ are the written instructions in a form of memorandum/letter pertaining to the noted discrepancies in project implementation. These shall be reviewed by the inspectors and spot verification shall be done to determine the compliance of action taken on the issued instructions.
site instruction
49
pre-final inspection reports made by the _____ and the concerned implementing office enumerating the defects/deficiencies noted in the project including the recommendation to correct those defects.
Consultants
50
CRITERIA FOR ACCREDITATION of Aspahlt and Concrete Cement Batching Plant except
Batching Specifications
51
True or False
The minimum materials testing equipment requirement shall be on a "per contractor" basis and not on a "per
project" basis i.e., the equipment. may not be used to service several on-going projects of the contractors.
false
52
IRI stands for
international roughness index
53
It is defined as the lowest moisture at which the soil will flow upon the application of a very small shearing force.
Liquid Limit
54
It is defined as the minimum moisture content of which the soil can be readily moulded without braking or crumbling.
Plastic Limit
55
It is defined as the minimum moisture content of which the soil can be readily moulded without braking or crumbling indicates compressibility, high PI means high degree of compressibility of a soil. It is also related to permeability, the higher the PI the lower the permeability, and vice-versa.
Plasticity Index
56
it determines the bearing capacity of soil on its worst condition
California Bearing Ratio
57
It evaluates structural strength of coarse aggregate. An indication of quality as determined by resistance to impact and wear.
Abrasion Test
58
test that determines the grain size distribution in soils by sieve, hydrometer or a combined analysis. It is widely used in the classification and identification of soil.
Sieve Analysis
59
It is a structural layer which accepts greater compressive strength than the subgrade and thus reduces the deformation of the pavement under traffic loading. It is made of economical materials with a relatively low load bearing capacity which are place on top of subgrade of an embankment materials in order to distribute the wheel load transmitted to the subgrade.
Subbase Course
60
The fraction passing the 0.075mm (No.200) sieve shall not be greater than of what percent of the franction passing the 0.425mm (No. 40) sieve.
66.66% or 2/3
61
What is the maximum specification of Liquid Limit (LL) for Item 200 ?
35
62
What is the maximum specification of Plasticity Index (PI) for Item 200 ?
12
63
What is the maximum specification of Abrasion/Mass Percent Wear for Item 200 ?
50
64
What is the percent minimum specification of California Bearing Ratio Value (CBR) for Item 200 ?
30%
65
The purpose of trial sections is to check the ____ of the materials and the ____ of the equipment and construction method which is proposed to be used.
Suitability, Efficiency
66
Department Order for the FDT of at least 100% of the MDD per layer and with the thickness of 200mm of One layer for the Item 200 and 201?
DO No 77, series of 2016
67
The quantity to be paid for Item 200 - Aggregates Subbase Course shall be the design volume compacted in-place as shown on thw plans and accepted in the completed course by what measure?
cubic meter
68
The unit of quantity to be paid for Item 201 - Aggregates Base Course shall be the design volume compacted in-place as shown on the plans and accepted in the completed course by what measure?
cubic meter
69
In some areas where the conventional base course materials are scarce or non-available, the use of _____ weathered limestone blended with _____ crushed stones or gravel shall be allowed, provided that the blended materials meet the requirements of this item.
40%, 60%
70
It is reduces the vertical compressive stress induced by Traffic in the subbase and the subgrade.
Aggregates Base Course
71
What is the maximum specification of LL and PI for Item 201 - Aggregates Base Course
25, 6
72
What is the percentage minimum specification of CBR Value for Item 201 - Aggregates Base Course
80
73
What is the maximum specification of Mass percent Wear for Item 201 - Aggregates Base Course?
50
74
What is the used Test Method of Liquid Limit for the Item 200- Aggregates Subbase Course and Item 201- Aggregates Base Course?
AASHTO T 89
75
What is the used Test Method of Plasticity Index for the Item 200- Aggregates Subbase Course and Item 201- Aggregates Base Course?
AASHTO T 90
76
What is the used Test Method of Abrasion/ Mass percent Wear for the Item 200- Aggregates Subbase Course and Item 201- Aggregates Base Course?
AASHTO T 96
77
What is the used Test Method of California Bearing Ratio Value for the Item 200- Aggregates Subbase Course and Item 201- Aggregates Base Course?
AASHTO T 193
78
consists of all work elements carried out by the manager or by those in his organization, which contribute to the quality of the output of the organization.
quality control work
79
consists of all work elements carried out by the manager or by those in his organization, which contribute to the quality of the output of some other organization.
quality assurance work
80
quality control/assurance framework
program of work,minimum testing requirements,quality control program,sampling and testing,inspection,acceptance
81
in item 103 structure excavation
minimum test requirment for excavated materials are incorporated for every ____ cu.m. or fraction thereof:
1-G, Grading Test
1-P, Plasticity Test (LL, PL)
1-C, Laboratory Compaction Test
and for every ___ mm layer in uncompacted depth:
1-D, Field Density
1500,150
82
item 104 embankment
For each ____ sq.m of each layer of compacted fill or fraction thereof at least one group of three in-situ density tests. The layers shall be placed not exceeding ____ mm in loose measurement or based on the result of compaction trials.
500,200
83
for item 200 aggregate subbase course, a minimum test requirement includes 1-CBR for every ____ cu.m. or fraction thereof.
2500
84
for item 311 PCCP, in cement, the minimum test requirement includes 1-Q, quality test for every ____ bags or fraction thereof.
2000
85
in item 405 structural concrete, the minimum test requirement for Compressive strength test on concrete cylinder samples are 1 set consisting of ___ concrete cylinder samples shall be taken from each day’s pouring and to represent not more than ___ cu.m. of concrete or fraction thereof.
3, 75
86
in item 405 structural concrete, the minimum test requirent for steel reinforcement is 1-Q, Quality Test for every ____ kg or fraction thereof for each size
10,000
87
Department Order for schedule of minimum testing requirements governing items of work of the DPWH standard specifications for Public Works Structures ( Building, Ports and Harbor, Flood control and drainage structures and water supply systems, Vol 3, 2019 edition.
do49s2021
88
who prepares Quality Control Program(QCP)?
material engineer of the contractor
89
who approves Quality Control Program (QCP)?
head of the IO
90
___ means a small part or quantity intended to show what the whole is like.
sample
91
____ is a document filled out and submitted together with the materials samples indicating the various pertinent information and data regarding the material samples and the project.
sample card
92
minimum test requirements for paints
1 sample per 100 cans
93
minimum test requirements for galvanized steel sheets
1 sample per 1000 sheets
94
minimum test requirements for concrete core
5 cores for every kilometer
95
minimum testing requiments for asphalt core
1 core for every 100m
96
department order for inclusion of the minimum material testing equipment in the technical component of the Bid
do11s2017
97
Prepared By The Concerned Project Engineer And Materials Engineer For The Quantities Of Works Accomplished By The Contractor. These Reports Are Attestation That The Materials And Works Corresponding To The Quantity Accomplished Conform With The Approved Plans And Specifications.
certificate of quality control assurance
98
minimum test requirement for asphaltic materials 200 drums
1 sample per 40 tons
99
minimum testing requirement for galvanized steel pipe
1 sample per 500m length
100
for item 307, bituminous plant-mix surface course, minimum test requirements for hydrated lime is for every ____ tons or fraction thereof
100
module 2
module 2
Wilson Angelo Oraza · 259問 · 2年前module 2
module 2
259問 • 2年前module 4
module 4
Wilson Angelo Oraza · 59問 · 2年前module 4
module 4
59問 • 2年前item #
item #
Wilson Angelo Oraza · 25問 · 2年前item #
item #
25問 • 2年前compre set 1
compre set 1
Wilson Angelo Oraza · 100問 · 2年前compre set 1
compre set 1
100問 • 2年前compre set 3
compre set 3
Wilson Angelo Oraza · 100問 · 2年前compre set 3
compre set 3
100問 • 2年前compre set 4
compre set 4
Wilson Angelo Oraza · 50問 · 2年前compre set 4
compre set 4
50問 • 2年前問題一覧
1
ilIs one of the most important and most widely used measurements in the processing and testing of foods
Moisture determination
2
Two Methods to Determine the Moisture Content
1. By use of laboratory thermostatically controlled oven 2. By use of speedy-moisture tester
3
Is a Quality Control test carried out at site for knowing the increased density or compaction achieved at site on the soll layer.
FDT
4
A procedure of excavating hole/pit along the side of the completed section with already constructed pavement (concrete or asphalt) to verify and determine the thickness of the compactedembankment/subbase/base course material
Test Pitting
5
Is a measurement of Concrete's Workability or Fluidity
Slump
6
What type of Slump?
True Slump
7
Is a slump appratus made of a round, straight steel 16mm diameter and approximately 600 mm legth.
Tamping Rod
8
Number of blows per 1/3 layer of Cylinderical Specimen
25
9
Number of Blows per 1/2 layer of Beam Mold Specimen?
63
10
Generally performed to assess whether suspect concrete in a new structure complies with strength-based acceptance criteria or not.
Core Test
11
diameter of Core Specimen for thickness determination.
100mm
12
a lot lenght for single lane is equal to ___
1000m
13
a lot in Coring Test is Divide in ____ equal segment.
5
14
what measurement of core will be taken no less 5m interval parallel to the center line if the thinkness is equal to ___mm
25mm
15
True or False
No acceptance and Final Payment shall be made on completed Pavement unless core test for thickness determination is conducted, except for Barangay Roads where the implementing office is allowed to waive such test
true
16
for Coring of asphalt Pavement, the compacted pavement shall have a thickness tolerance of _____mm.
-5mm
17
in charge of the formulation and implementation of policies for the purpose of ensuring the safety of all infrastructure facilities and securing the highest efficiency and quality in construction through checking of compliance with approved plans and specifications. Also, is responsible for the establishment of traffic engineering policies, analysis and evaluation of accident data, including average daily traffic and weighbridge data.
bqs
18
undertakes researches to identify appropriate standards in the implementation of DPWH projects, in coordination with the private sector. In terms of technological development, BRS undertakes a well-focused research program to improve the quality of projects in DPWH.
brs
19
True or False
Quality Control by the Owner
Quality Assurance by the Contractor
false
20
It is the process of verifying the work accomplished to ensure that it meets the technical specifications of the project. This is a function performed by the DPWH to verify that the work is done in accordance with the specifications.
Quality Assurance
21
It is the process of checking whether the workmanship and material used is within the standards, and specifications set for the project.
Quality Control
22
_____ are written contract documents that include materials and workmanship requirements, inspection and testing procedures, and procedures for the measurement and payment of the work. Specifications are the starting point of quality control. Without specifications, there can be no quality control.
Specification
23
_______ prescribe the kind and number of tests for each type of construction material. Testing is done as the materials are being incorporated into the work based on the minimum number of tests indicated on the approved QCP. Additional number of tests to the materials can be required if the Engineer or Inspector is in doubt of the quality of materials used.
Minimum Test Requirement
24
The ________ is a plan of works which involves the testing of materials that will be incorporated into a work. It specifies the minimum number of tests required for an item of work based on the quantities stated in the approved Program of Work for a project.
QCP
25
______ is the selection of a representative portion of a material using a standard method to ascertain its characteristics.
Sampling
26
True or False
Samples should also be taken from the I"n situ" product to determine compliance with the specifications
False
27
Sampling is as important as the actual _____
testing
28
All samples should be submitted with a corresponding _____ and should be accomplished and duly signed by authorized representatives.
Sample Card
29
____ is the basic means or tools to determine whether the quality of construction materials meets or fails the desired specification requirements.
Testing
30
True or False
During Inspection, a Material Engineer or an Inspector determines whether or not the delivered construction materials on site are acceptable and conform with the required quantity, size and conditions stipulated in the approved plans and specifications of the materials intended for use in the work.
false
31
Test duration for concrete beam / cylinder
30 mins per set
32
Test Duration for Asphalt/ Aspahlt Materials
3-30 days
33
Test duration for paint
3-4 days
34
Test duration for Aggreagtes
3-7 days
35
Purpose of Inspection except one
To minimize quality assurance errors
36
Suggested Frequency of Inspection except
Variable
37
it is type frequency inspection which is Random or Regular spot checks
Intermittent Spot Checks
38
It is a type of frequency inspection which Some operations, due to their inherent critical or variable nature require the full presence of the inspector
Continous Monitoring
39
It is the procedure through which the owner agrees that all items of work, materials or the project is in accordance with the plans and specifications.
Acceptance
40
True or False
Two (2) inspections are required to close out the project.
true
41
The final inspection verifies the “check on” to assure that all works are substantially completed and all corrections have been made
check off
42
Conditions for Acceptance of Materials except one:
All materials shall be in satisfactory and approved by materials engineer.
43
give the overall view of the works to be done or
accomplished during the implementation of the project. These documents also help in the evaluation of the stability and quality of the projects.
Project Documents
44
are the legally executed agreement between the Contractor and the DPWH for the performance of the works covered by the
contract.
contract document
45
Standard Forms in project implementation (DO)
do46s2022
46
DPWH Standard Specification Volume 3 (DO)
DO 42, 2021
47
one of the quality control reports relative to on-going construction and maintenance projects undertaken/ implemented by the Regional and District Engineering Offices per Department Order No. 21, dated March 26, 2010.
Monthly Materials Report
48
____ are the written instructions in a form of memorandum/letter pertaining to the noted discrepancies in project implementation. These shall be reviewed by the inspectors and spot verification shall be done to determine the compliance of action taken on the issued instructions.
site instruction
49
pre-final inspection reports made by the _____ and the concerned implementing office enumerating the defects/deficiencies noted in the project including the recommendation to correct those defects.
Consultants
50
CRITERIA FOR ACCREDITATION of Aspahlt and Concrete Cement Batching Plant except
Batching Specifications
51
True or False
The minimum materials testing equipment requirement shall be on a "per contractor" basis and not on a "per
project" basis i.e., the equipment. may not be used to service several on-going projects of the contractors.
false
52
IRI stands for
international roughness index
53
It is defined as the lowest moisture at which the soil will flow upon the application of a very small shearing force.
Liquid Limit
54
It is defined as the minimum moisture content of which the soil can be readily moulded without braking or crumbling.
Plastic Limit
55
It is defined as the minimum moisture content of which the soil can be readily moulded without braking or crumbling indicates compressibility, high PI means high degree of compressibility of a soil. It is also related to permeability, the higher the PI the lower the permeability, and vice-versa.
Plasticity Index
56
it determines the bearing capacity of soil on its worst condition
California Bearing Ratio
57
It evaluates structural strength of coarse aggregate. An indication of quality as determined by resistance to impact and wear.
Abrasion Test
58
test that determines the grain size distribution in soils by sieve, hydrometer or a combined analysis. It is widely used in the classification and identification of soil.
Sieve Analysis
59
It is a structural layer which accepts greater compressive strength than the subgrade and thus reduces the deformation of the pavement under traffic loading. It is made of economical materials with a relatively low load bearing capacity which are place on top of subgrade of an embankment materials in order to distribute the wheel load transmitted to the subgrade.
Subbase Course
60
The fraction passing the 0.075mm (No.200) sieve shall not be greater than of what percent of the franction passing the 0.425mm (No. 40) sieve.
66.66% or 2/3
61
What is the maximum specification of Liquid Limit (LL) for Item 200 ?
35
62
What is the maximum specification of Plasticity Index (PI) for Item 200 ?
12
63
What is the maximum specification of Abrasion/Mass Percent Wear for Item 200 ?
50
64
What is the percent minimum specification of California Bearing Ratio Value (CBR) for Item 200 ?
30%
65
The purpose of trial sections is to check the ____ of the materials and the ____ of the equipment and construction method which is proposed to be used.
Suitability, Efficiency
66
Department Order for the FDT of at least 100% of the MDD per layer and with the thickness of 200mm of One layer for the Item 200 and 201?
DO No 77, series of 2016
67
The quantity to be paid for Item 200 - Aggregates Subbase Course shall be the design volume compacted in-place as shown on thw plans and accepted in the completed course by what measure?
cubic meter
68
The unit of quantity to be paid for Item 201 - Aggregates Base Course shall be the design volume compacted in-place as shown on the plans and accepted in the completed course by what measure?
cubic meter
69
In some areas where the conventional base course materials are scarce or non-available, the use of _____ weathered limestone blended with _____ crushed stones or gravel shall be allowed, provided that the blended materials meet the requirements of this item.
40%, 60%
70
It is reduces the vertical compressive stress induced by Traffic in the subbase and the subgrade.
Aggregates Base Course
71
What is the maximum specification of LL and PI for Item 201 - Aggregates Base Course
25, 6
72
What is the percentage minimum specification of CBR Value for Item 201 - Aggregates Base Course
80
73
What is the maximum specification of Mass percent Wear for Item 201 - Aggregates Base Course?
50
74
What is the used Test Method of Liquid Limit for the Item 200- Aggregates Subbase Course and Item 201- Aggregates Base Course?
AASHTO T 89
75
What is the used Test Method of Plasticity Index for the Item 200- Aggregates Subbase Course and Item 201- Aggregates Base Course?
AASHTO T 90
76
What is the used Test Method of Abrasion/ Mass percent Wear for the Item 200- Aggregates Subbase Course and Item 201- Aggregates Base Course?
AASHTO T 96
77
What is the used Test Method of California Bearing Ratio Value for the Item 200- Aggregates Subbase Course and Item 201- Aggregates Base Course?
AASHTO T 193
78
consists of all work elements carried out by the manager or by those in his organization, which contribute to the quality of the output of the organization.
quality control work
79
consists of all work elements carried out by the manager or by those in his organization, which contribute to the quality of the output of some other organization.
quality assurance work
80
quality control/assurance framework
program of work,minimum testing requirements,quality control program,sampling and testing,inspection,acceptance
81
in item 103 structure excavation
minimum test requirment for excavated materials are incorporated for every ____ cu.m. or fraction thereof:
1-G, Grading Test
1-P, Plasticity Test (LL, PL)
1-C, Laboratory Compaction Test
and for every ___ mm layer in uncompacted depth:
1-D, Field Density
1500,150
82
item 104 embankment
For each ____ sq.m of each layer of compacted fill or fraction thereof at least one group of three in-situ density tests. The layers shall be placed not exceeding ____ mm in loose measurement or based on the result of compaction trials.
500,200
83
for item 200 aggregate subbase course, a minimum test requirement includes 1-CBR for every ____ cu.m. or fraction thereof.
2500
84
for item 311 PCCP, in cement, the minimum test requirement includes 1-Q, quality test for every ____ bags or fraction thereof.
2000
85
in item 405 structural concrete, the minimum test requirement for Compressive strength test on concrete cylinder samples are 1 set consisting of ___ concrete cylinder samples shall be taken from each day’s pouring and to represent not more than ___ cu.m. of concrete or fraction thereof.
3, 75
86
in item 405 structural concrete, the minimum test requirent for steel reinforcement is 1-Q, Quality Test for every ____ kg or fraction thereof for each size
10,000
87
Department Order for schedule of minimum testing requirements governing items of work of the DPWH standard specifications for Public Works Structures ( Building, Ports and Harbor, Flood control and drainage structures and water supply systems, Vol 3, 2019 edition.
do49s2021
88
who prepares Quality Control Program(QCP)?
material engineer of the contractor
89
who approves Quality Control Program (QCP)?
head of the IO
90
___ means a small part or quantity intended to show what the whole is like.
sample
91
____ is a document filled out and submitted together with the materials samples indicating the various pertinent information and data regarding the material samples and the project.
sample card
92
minimum test requirements for paints
1 sample per 100 cans
93
minimum test requirements for galvanized steel sheets
1 sample per 1000 sheets
94
minimum test requirements for concrete core
5 cores for every kilometer
95
minimum testing requiments for asphalt core
1 core for every 100m
96
department order for inclusion of the minimum material testing equipment in the technical component of the Bid
do11s2017
97
Prepared By The Concerned Project Engineer And Materials Engineer For The Quantities Of Works Accomplished By The Contractor. These Reports Are Attestation That The Materials And Works Corresponding To The Quantity Accomplished Conform With The Approved Plans And Specifications.
certificate of quality control assurance
98
minimum test requirement for asphaltic materials 200 drums
1 sample per 40 tons
99
minimum testing requirement for galvanized steel pipe
1 sample per 500m length
100
for item 307, bituminous plant-mix surface course, minimum test requirements for hydrated lime is for every ____ tons or fraction thereof
100