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ACI 121 R-85
Quality Assurance Systems for Concrete Construction
Reported by ACI Committee 121
Otto J. Karch, chairman Joe Gutierrez, secretary
Edward A. Abdun-nur Richard B. Essex
John M. Albinger Larry J. Good
Howard E. Allen Alfred F. Grimaldi
George H. Ayres Robert L. Henry
Phillip E. Bruce Kelly G. Harwell
James R. Clifton Jerome L. Hers1
This paper gives guidance for the development of a quality assurance
system for both large and small concrete construction projects. The
system involves the identification of quality objectives and their in-
corporation into a quality assurance plan which is implemented by
project organizations through quality assurance programs. The sys-
tem, as herein defined, is intended to permit the user latitude in
judgment with respect to the owner’s needs, the defined quality goals,
the importance of the project, the project size and complexity, and
the skills of the involved project organizations.
Keywords: acceptability; evaluation; concrete construction: inspection; quality
assurance: quality control; structural design.
CONTENTS
Chapter 1 - Scope and definitions, page 121 R-2
1.1 - Scope
1.2 - Definitions
Chapter 2 - Administrative aspects in the
development of a quality assurance system, page
12lR-2
2.1 - QA system
2.2 - Developing a QA system
Chapter 3 - Quality assurance plan, page 12lR-2
Chapter 4 - Quality assurance program
elements, page 121R-3
4.1 - QA program
4.2 - QA program elements for project participants
Chapter 5 - Quality assurance program, page
12lR-3
5.1 - Organizational responsibilities
5.2 - Control of design
5.3 - Material control
5.4 - Inspection
5.5 - Testing and evaluation
5.6 - Identification and resolution of noncomplying conditions
5.7 - Records
Chapter 6 - References, page 121R-6
Putinas V. Masalaitas
W. Stephen McKay
Anand S. Mehta
Gerald R. Murphy
Mark A. Phillips
Gary M. Schuman
James H. Sprouse
Billy M. Scott
Elwood F. Treadwell
Roger E. Wilson
Exhibit I - Owner’s policy statement (example),
page 121 R-7
Exhibit II - Guide for organizational
responsibility (example), page 121 R-7
This guide provides recommendations for the devel-
opment of a quality assurance (QA) system for con-
crete construction. Development of a QA system in-
volves the identification of quality objectives and their
incorporation into a project QA plan that is imple-
mented by project organizations through QA pro-
grams. This guide is intended to be flexible since it will
be utilized on projects which vary in size, complexity,
and number of organizations involved. The purpose of
this guide is to assist the owner in developing plans to
meet the desired level of quality for his specific project.
On a large, complex, multiple organization project it is
important that the project QA plan be clearly written
and that all major organizations involved develop QA
programs. On a small project, a QA plan describing
quality objectives, organizational relationships, and re-
sponsibilities, in addition to the contract documents,
most likely will suffice.
ACI Committee Reports, Guides, Standard Practices, and Commen-
taries are intended for guidance in designing. planning, executing, or
inspecting construction, and in preparing specifications. Reference to
these documents shall not be made in the Project Documents. If items
found in these documents are desired to be part of the Project Docu-
ments they should be phrased in mandator? language and incorporated
into the Project Documents.
Copyright © 1985, American Concrete Institute. All rights reserved includ-
ing rights of reproduction and use in any form or by any means. including thc
making of copies by any photo process, or by any electronic or mechanical de-
vice, printed, written or oral, or recording for sound or visual reproduction or
for use in any knowledge or retrieval system or device, unless permission inI
writing is obtained from the copyright proprietors.
121-1
121 R-2 ACI COMMITTEE REPORT
CHAPTER 1 - SCOPE AND DEFINITIONS
11. - Scope
This guide provides recommendations for the devel-
consultant) who may be designated by the owner to
perform certain activities.
opment and implementation of a QA system applicable
to the design and constructionof concrete structures
(exclusive of those addressed in ACI 349, Code Re-
quirements for Nuclear Safety Related Concrete Struc-
tures; and ACI 359, Code for Concrete Reactor Vessels
and Containments) to assure functional fitness; envi-
ronmental and economic acceptability; and the safe-
guarding of public health, welfare, and safety.
12. - Definitions
1.2.1 Quality assurance (QA) - All those planned
and systematic actions necessary to assure that the final
product will perform its intended function. QA is a
management tool.
CHAPTER 2 - ADMINISTRATIVE ASPECTS IN
THE DEVELOPMENT OF A QUALITY
ASSURANCE PROGRAM
21. - QA system
The owner is responsible for quality planning and
overall management which includes the selection of
competent organizations and individuals and the estab-
lishment of a QA system that will meet the objectives
of the owner. Where the owner does not have skills re-
quired to fulfill his responsibilities he should designate
an organization or individual to perform this function.
Table 2.1 describes the contents of the QA plan and
QA program(s).
1.2.2 Quality control (QC) - Those actions related
to the physical characteristics of the materials, pro-
cesses, and services which provide a means to measure
and control the characteristics to predetermined quan-
titative criteria. QC is a production tool.
1.2.3 Quality assurance system - An administrative
control system which sets forth the commitments, poli-
cies, designated responsibilities, and requirements of
the owner, which are documented in a QA plan and are
implemented through QA programs to provide a means
of controlling quality-affecting activities to predeter-
mined requirements.
2.2 - Developing a QA system
Table 2.2 indicates the various stages of a project and
how the overall QA system is developed. It also indi-
cates which organizations should develop the QA plan
and QA program(s). The table recommends which or-
ganization(s) are responsible for reviewing and approv-
ing the QA plan and other organizations’ QA pro-
grams. The table is intended to be a guide and may be
modified to fit the specific organizational arrange-
ments and quality objectives for the project.
1.2.4 Quality assurance plan - A written guideline
for a project, developed by the owner, perhaps in con-
junction with a quality consultant or the engineer,
which contains the owner’s policy statement and de-
scribes the scope of work, organizational relationships,
and the quality objectives for the project. It is intended
to insure that an owner start his project in a planned
and systematic manner. The QA plan is intended to be
the top level document in the overall QA system.
1.2.5 Quality assurance program - A document that
describes the policies, practices, and procedures to com-
ply with quality requirements and contract documents.
1.2.6 Owner - The organization financially respon-
sible for the project as well as bearing the ultimate re-
sponsibility for the public health, welfare, and safety.
The owner also includes those organizations or individ-
uals (project/construction manager, engineer, quality
CHAPTER 3 - QA PLAN
The project QA plan documents the owner’s quality
objectives and should be developed at the earliest prac-
ticable time in the development of the project. As a
minimum, the project QA plan should include elements
of a quality assurance system, Table 2.1:
a. Owner’s policy statement (Exhibit I)
b. Quality objectives
c. Scope of work under the QA plan
d. Organizational relationships and interfaces
e. Authority and responsibilities of various organi-
zations and contractors (Exhibit II)
f. A description of the overall quality assurance sys-
tem to be employed on the project should also indicate
which organizations are required to establish and im-
plement QA program(s)
In developing the project QA plan, it should be rec-
ognized that a project progresses through many stages,
Table 2.1 - Elements of a quality assurance system
Document I
QA system
(Chapter 2)
QA plan
(Chapter 3)
QA program(s)
(Chapter 4)
Contents
Owner policy statement
consultant or engineer
Quality objectives
Scope of work
Organizational relationships
Authority and responsibilities
of various organizations
QA program elements applicable
to that organization’s scope
of work
Contains or is supplemented
by implementing procedures
All organizations as required
by the owner in the project QA
plan to develop a QA program
QUALITY ASSURANCE SYSTEMS I2lR-3
Table 2.2 - Development of a quality assurance system
Project stage
Source of QA requirements,
QA system stage reference, and guidance
Planning Owner* develops project Owner, manager, consultant,
QA plan engineer, and this guide
Design Engineer develops Owner’s project QA plan
design QA program and and this guide
submits to the owner for
review prior to start of
design
IOwner, manager, or quality
consultant reviews and
approves engineer’s QA
program
Selection of
material and
services
Supplier develops and
submits supplier QA
program
Any combination of owner’s
project QA plan, contract
documents, and this guide
Owner, manager, consultant,
or engineer reviews supplier’s
QA program
Construction Construction contractors Any combination of owner’s
develop and submit project QA plan, contract
contractor QA program documents, and this guide
Owner, manager, consultant,
or engineer reviews
contractor’s or QA program
Material testing Material testing Any combination of owner’s
laboratory develops and project QA plan, contract
submits a material documents, and this guide
testing laboratory QA
program
*Indicates owner or engineer, or quality consultant.
such as conceptual design, design, procurement of ma-
terials, construction, and inspection prior to owner ac-
ceptance of the finished product. Therefore, a good QA
system needs to develop and mature as the project pro-
gresses. For example, when the owner and his agent
begin preliminary discussions on a project, it may be
difficult to determine the number of organizations in-
volved, what the contractural relationships and respon-
sibilities will be, and how the QA system will be imple-
mented.
The owner or his designee should periodically review
and if necessary update the QA plan during the life of
the project. Updated copies of the QA plan should be
provided to all organizations with responsibility for
implementing changes in the QA plan. Specific verifi-
cation of changes having been implemented should be
conducted.
CHAPTER 4 - QA PROGRAM ELEMENTS
41. - QA program
The QA program describes the organization’s poli-
cies, practices, and procedures to comply with the con-
tract documents.
Each organization assigned responsibility in the QA
plan for implementing part of the QA system should
detail in a QA program the methods to be used to meet
the owner’s quality objectives, applicable to the orga-
nization’s scope of work.
Specific QA program requirements applicable to each
organization will be described by the owner in the proj-
ect QA plan.
4 2 - QA program elements for project
participants
An example of QA program elements that should be
addressed by each organization is shown in Table 4.2.
A similar table should be developed by the owner or the
designee in the project QA plan based on contractural
IOwner, manager, consultant,
or engineer reviews material
testing laboratory’s QA
program
J
Table 4.2 - Important aspects of a quality
assuranceprogram
Sub-
QA Con- con- sup-
program element Engineer tractor tractor plier
I
Organization al X X x Ix
responsibilities
(Section 5.1)
,
Control of design X X x ’
(Section 5.2)
Material control
(Section 5.3)
X X x
Inspection X Ix x x
(Section 5.4)
Testing and
evaluation
(Section 5.5)
X X x
Identification and
resolution of
noncomplying
conditions
(Section 5.6)
X X X x
Records
(Section 5.7)
X X x x
Material
testing
laboratory
X
X
X
x
x
X indicates that the organization should have a section in their QA program
addressing the applicable QA program element (eg. organizational responsibil-
ities, etc.).
relationships and quality objectives for the specific
project.
CHAPTER 5 - QUALITY ASSURANCE
PROGRAM
51. - Organizational responsibilities
The QA program should define the organizational
structure within which the QA program is to be planned
and implemented and should clearly delineate the re-
sponsibility and authority of the various personnel and
organizations involved. This should include designa-
tion of the person or organization responsible for the
QA program management and direction.
To facilitate communication between project organi-
zations on various matters, the identification, respon-
121 R-4 ACI COMMITTEE REPORT
sibility, and authority of on-site and off-site interfacing
personnel should be established.
52. - Control of design
The design organization should follow established
procedures and document its design to the level of de-
tail necessary to permit the design to be developed cor-
rectly and to permit a qualified person to understand
and verify final design documents.
Design basis such as codes, standards, assumptions,
and other requirements should be identified. Calcula-
tions should be documented, checked, and approved.
Drawings should be reviewed and approved for correct
incorporation of design calculations, materials, pro-
cesses, and constructibility by the organization origi-
nating the design drawings. Responsibility for overall
coordination and verification of all required reviews
and approvals should be explicitly provided for in the
QA program.
Design changes, including field changes, should be
subjected to the same control measures as used in the
original design.
The design organization should establish interface
with other project organizations. Assigned responsibil-
ities might include
Clarifying design intent where necessary
Review and approval of field changes
Control of drawings, specifications, etc.
Distribution of revised design documents
Review of contractor procurement documents
Review of contractor methods
Resolution of nonconforming items
. Other duties as deemed necessary
Records pertinent to the design organization are
Design basis which support final design
Final design documents (drawings, specifications,
calculations)
Records of contractor performance
Field sketches and working drawings
Field change documents
Contractor quality procedures and verification doc-
uments
Technical reports, photos
As-built drawings
53.. - Material control
Controls should be established for concrete constitu-
ent materials and other materials integral to the con-
crete structure to assure that materials, within the rec-
ognized product variability, meet the requirements of
the contract documents prior to use. The implementa-
tion of the established controls should be described in a
quality program which documents the procedures and
instructions to be carried out.
Established controls may include
5.3.1 Supplier evaluation and selection - The selec-
tion of a supplier may be based on an evaluation of the
supplier’s capability to fabricate materials in accord-
ance with the requirements of contract documents and
to deliver the materials at a rate consistent with project
schedule. The evaluation of this capability should in-
clude consideration of the supplier’s history of perfor-
mance, appropriate documentation for objective eval-
uation, and a determination of technical capability.
Upon selection of a supplier, a mechanism should be
established for the submittal of quality records which
verify material compliance in accordance with contract
documents.
Supplier approval may not be necessary if important
characteristics of the item can be verified by inspection
or test. Where evaluation is deemed necessary, docu-
mented evidence of evaluation should be retained.
Verification activities may consist of surveillance, in-
spection, or audit and should be performed at a fre-
quency consistent with the importance, complexity, and
quantity of the product or service.
Specific verification activities to be performed should
be in accordance with a written standard or specifica-
tion. These activities should be performed where veri-
fication of procured materials cannot be determined
upon receipt.
5.3.2 Procurement documents - A quality program
should designate. the individual or organization respon-
sible for procuring materials and assuring that project
documents affecting material requirements are in-
cluded, or invoked by reference, in the purchase docu-
ments. Quality records, which may be required to ver-
ify material compliance, should be specified in the pur-
chase documents. These records should be transmitted
prior to or accompanying shipment.
Procurement documents should specify
Scope of work to be performed
Technical and material requirements including appli-
cable codes, specifications, drawings, and stan-
dards
Right of access to contractor facilities and records
for inspection .
Documentation required to be prepared and/or sub-
mitted to the responsible organization for re-
view, approval or historical record
5.3.3 Receiving inspection - For material and cost
control, a receiving inspection, if required, should in-
clude as appropriate:
Inspection for completeness, identification, and
damage
Review of required supporting documentation
Acceptance of material by inspection or test
Segregation and handling of rejected material to pre-
vent its inadvertent use
5.3.4 Storage and handling of material - Where
specific storage, maintenance, and handling methods
are specified, verification activities should be con-
ducted in accordance with written standards to assure
the adequacy.and maintenance of storage facilities and
handling techniques.
5.3.5 Material qualifications - Tests should be per-
formed and results evaluated prior to use for compli-
ance with contract documents. The specific tests to be
QUALITY ASSURANCE SYSTEMS 121 R-5
performed and the qualitative requirements should be
established in the contract documents.
5.3.6 Records - Qualifying records for materials
that may be required should be identified. Such identi-
fication may include:
Mill test reports and certificates of compliance
Delivery slips for aggregates, and admix-
tures
Material tests and inspection reports
Qualifications of personnel
54. - Inspection
A program for inspection should be established and
implemented to assure that concrete construction and
materials meet the requirements of the contract docu-
ments. The inspection program should contain provi-
sions for the specific verification and acceptability of
implemented field changes.
5.4.1 Inspection personnel - Inspections should be
performed by qualified individuals other than those
who performed or directly supervised the activity being
inspected. The inspector qualifications or qualification
program should be approved by the engineer and
should meet the requirements of the ACI concrete cer-
tification programs or equivalent.
5.4.2 Inspection program - The inspection program
should include written checklists for items of construc-
tion and quantitative or qualitative criteria for accep-
tance in accordance with the project documents. The
program should prescribe minimum requirements for
inspection of all structures within its scope and follow
the guidance of ACI 311.4R. Such minimum require-
ments may include inspection of the formwork system,
proper installation of reinforcing steel, concrete quality
as evidenced by required tests, concrete placement, and
curing. Other considerations that could be included are
form removal requirements, repair work, core drilling,
sampling and testing, weather conditions, foundations
bedding, bonding and jointing, leveling and alignment
operations, finishing operations, grouting operations,
and protective coating operations. Photographs docu-
menting construction sequence, job progress, and con-
struction details are desirable.
5.4.3. Inspection records - Records of inspection
are required to be kept available to the applicable
agency during the progress of the work and thereafter
as required by the project documents. The organization
responsible for initiating the inspection records should
be responsible for record legibility, retention, validity,
and transmittal as required. Inspection records should
document
1.
2.
3
4:
5.
6.
7.
8.
9.
Date of inspection
Area or system inspected
Item inspected
Inspection results
Acceptance criteria
Statement of compliance or noncompliance
Remarks
Inspector’s signature and company affiliation
Ambient conditions
55. - Testing and evaluation
A program for sampling and testing concrete and
concrete construction materials and evaluating the re-
sults should be established and implemented. The pur-
pose of this program is to produce reliable data from
which the completed structure can be evaluated.
All acceptance testing should be performed by quali-
fied personnel other than those who supplied, trans-
ported, or placed the concrete or concrete materials.
The testing should be performed using standard test
methods and at frequencies established by the contract
documents. The testing program should include the
qualification of all materials used to produce the con-
crete, the concrete mix proportioning, and physical
properties of the plastic and hardened concrete. The
extent to which the testing program addresses each of
these areas would depend on the intended use of the
structure, the environment in which the structure will
function, and the assurance the engineer deems neces-
sary. Other factors, such as cost and time, may be con-
sidered as secondary factors when developing the test-
ing program.
The evaluation of test results should be performed at
the completion of the testing operation by a qualified
person using acceptance criteria established by the
project documents. Any nonconforming test results
identified during this evaluation should be immediately
brought to the attention of the engineer and the con-
tractor.
Further evaluation of material test reports should be
performed by the engineer to determine the adequacy
of the testing program, verify the design based on the
results of tests, and determine the disposition of test
results based on the appropriate analysis.
The records of all acceptance tests performed should
be made available to the applicable agency during the
progress of the job and thereafter in accordance with
the contract documents. The organization responsible
for the test record should document
1. Date of test
2. Area or system where the material is used
3. Test method
4. Test results
5. Acceptance criteria
6. Statement of compliance or noncompliance
7. Remarks
8. Testing personnel signature and company* affilia-
tion
The records of test result evaluation should be main-
tained by the originating organization during the prog-
ress of the job and as required by the contract docu-
ments.
5.6 - Identification and resolution of
noncomplyingconditions
5.6.1 Materials or processes which do not meet proj-
ect requirements should be promptly identified and
evaluated for implementation of corrective action. In
the case of significant configuration changes, the appli-
121 R-6 ACI COMMITTEE REPORT
Interface between the engineer and other project or-
ganizations may be necessary to determine whether a
specific condition is to be accepted as is, repaired, re-
worked, or rejected. These dispositions should be doc-
umented along with the signatures of concurring indi-
viduals and the specific instructions to accomplish the
repair or rework. Records identifying the condition and
corrective actions taken should be retained in the proj-
ect files.
cable drawings or specifications should reflect as-built Design drawings and calculations
conditions. Specifications
Procurement documents
Material qualification records
Field sketches and working drawings
Change orders
Technical reports, photos, etc.
Inspection and test records
Nonconformance reports
Concrete mix designs
Shop drawings
As-built drawings
Contractor’s logs
5.6.1.1 Repair. The process of restoring an item to
an acceptable condition even though the item may not
comply with the original requirements.
5.6.1.2 Rework. The process of restoring an item
to the original requirement.
5.6.1.3 Accepted as is. A noncomplying condition
which satisfies engineering functional requirements in-
cluding those of performance, maintainability, and fit-
ness for use and safety.
5.6.1.4 Reject. A disposition that indicates an item
is unsuitable for its intended purpose and cannot be
economically reworked or repaired. Item should be
segregated or removed.
5.6.2 Noncomplying conditions - Significant non-
complying conditions are those of a recurring nature or
conditions which could adversely affect the satisfactory
performance or appearance of the structure, should
they remain uncorrected. Determining the cause of such
conditions, as well as the appropriate corrective ac-
tions, should preclude future similar noncomplying
conditions and unnecessary expenditures.
CHAPTER 6 - REFERENCES
61. - Recommended references
American Concrete Institute
116R-78 Cement and Concrete Terminology (Re-
affirmed 1982)
301-84 Specifications for Structural Concrete
for Buildings
311.4R-80 Guide for Concrete Inspection
3 18-83 Building Code Requirements for Rein-
forced Concrete
SP-2 ACI Manual of Concrete Inspection
5.6.3 Nonconformances - Repaired or reworked
items should be reinspected. Since repaired items may
not comply with the original requirements, criteria for
the acceptability of the repair should be furnished to
the individual or organization performing the reinspec-
tion. Reworked items should be reinspected in accord-
ance with the original requirements.
American National Standards Institute
N45.2-77 Quality Assurance Program Require-
ments for Nuclear Power Plants
N45.2.5-74 Supplementary Quality Assurance Re-
quirements for Installation, Inspection
and Testing of Structural Concrete and
Structural Steel during the Construction
Phase of Nuclear Power Plants
NQA- l-80 Quality Assurance Program Require-
ments for Nuclear Facilities
57. - Records
Each organization generating records or documents
that furnish evidence of the quality of materials, equip-
ment, or activities should be responsible for their tech-
nical content and accuracy. Additionally, records or
documents should be signed or otherwise authenticated
and dated by a responsible individual from the organi-
zation initiating the records. An index should be estab-
lished and maintained to identify and retrieve a specific
record or records by the designated individual or orga-
nization.
ASTM
C 94-83 Standard Specification for Ready Mixed
Concrete
Nuclear Regulatory Commission
10 CFR 50-80 Quality Assurance Criteria for Nuclear
Appendix B Power Plants and Fuel Reprocessing
Plants
Military Specifications
Mil-Q-9858A Quality Program Requirements
The owner or designee should implement a program
for ongoing review of records and reserve the right of
access to all applicable records and documents. Fol-
lowing is a list of some of the records and documents
that may be applicable:
Contractural documents
National Ready Mixed Concrete Association
Quality Control Manual, 1984 Edition, Sections 1, 2, &
3
U.S. Bureau of Reclamation
Concrete Manual, 8th Edition, 1981
Quality procedures/instructions
Personnel qualification records
U.S. Corps of Engineers
Handbook of Concrete and Cement, 1984 Edition
QUALITY ASSURANCE SYSTEMS 121R-7
EXHIBIT I -
OWNER’S POLICY STATEMENT
(EXAMPLE)
Policy Statement
It is the policy of (owner) to design, construct, and
operate a (type of structure) at a quality level that will
meet or exceed (the constraints under which the struc-
ture has been approved or the constraints imposed by
building codes, government bodies) and will provide
(function of the building) in an environmentally accept-. -.
able manner.
Responsibilities
The (owner) is responsible for the implementation of
the quality assurance system for (project name). The
authority for developing and verifying implementation
of the QA system is delegated to (organization) under
the direction of the (owner’s designee).
The head of each organization performing concrete
quality-affecting activities is responsible for establish-
ing and identifying duties and responsibilities of per-
sonnel who implement quality-affecting activities and
planning, and selecting and training personnel to meet
the requirements of the QA system.
EXHIBIT II - GUIDE FOR ORGANIZATIONAL
RESPONSIBILITIES
Owner
1. Develop the project QA plan, including policy
statement and quality objectives based on input from
the engineer construction manager or quality consul-
tant.
2. Review and approve contract documents.
3. Perform periodic audits or surveillances to verify
compliance with QA requirements.
Engineer
1. Analyze all general and special quality objectives
defined by the owner.
2. Analyze all regulatory requirements defined by the
owner and set forth by regulatory agencies.
3. Create and develop design to meet owner’s quality
objectives and requirements. Establish acceptance cri-
teria.
4. Prepare contract documents as required by the
owner.
5. Prepare, coordinate, evaluate, document, and re-
port to the owner all aspects of the QA system, as re-
quired by the owner.
6. Recommend or participate in the selection of the
contractor, subcontractors, supplier, and material test-
ing laboratory as required by the owner.
7. Administer an internal QA program of a level suit-
able for the project.
8. Accept or reject workmanship and material.
9. Evaluate test/inspection data.
10. Review the internal QA programs and quality of
work of the contractor, subcontractors, suppliers, and
material testing laboratory during the course of the
project and report to the owner.
Contractor
1. Comply with contract and specification d o c u -
ments.
2. Perform in accordance with an approved internal
QA program of a level suitable for the project.
3. Require subcontractors’ and suppliers’ adherence
to the contract documents.
4. Verify that inspections and tests are performed.
Subcontractor(s)
1. Comply with the contract documents.
2. Perform and document an internal QA program of
a level suitable for the project.
3. Coordinate all work with the contractor and inter-
face with appropriate subcontractors.
Supplier(s)
1. Supply materials in accordance with the contract
documents.
2. Perform and document an internal QA program of
a level suitable for the project.
Material testing laboratory
1. Perform the testing and inspections necessary for
the level of the QA program selected by the owner and
as defined by the engineer.
2. Perform and document an internal QA program to
assure the validity of the reported results.
3. Conduct all testing and inspection in accordance
with industry standards and the contract documents.
4. Provide the owner and engineer with timely re-
ports for all testing and inspection performed.
5. Accept or reject workmanship and materials as de-
fined by the specification.
This report was submitted to letter ballot of the committee which consists of
24 members; 19 ballots were returned, 18 voted affirmatively, and one voted
negatively.

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121 r 85 - quality assurance systems for concrete constructio

  • 1. ACI 121 R-85 Quality Assurance Systems for Concrete Construction Reported by ACI Committee 121 Otto J. Karch, chairman Joe Gutierrez, secretary Edward A. Abdun-nur Richard B. Essex John M. Albinger Larry J. Good Howard E. Allen Alfred F. Grimaldi George H. Ayres Robert L. Henry Phillip E. Bruce Kelly G. Harwell James R. Clifton Jerome L. Hers1 This paper gives guidance for the development of a quality assurance system for both large and small concrete construction projects. The system involves the identification of quality objectives and their in- corporation into a quality assurance plan which is implemented by project organizations through quality assurance programs. The sys- tem, as herein defined, is intended to permit the user latitude in judgment with respect to the owner’s needs, the defined quality goals, the importance of the project, the project size and complexity, and the skills of the involved project organizations. Keywords: acceptability; evaluation; concrete construction: inspection; quality assurance: quality control; structural design. CONTENTS Chapter 1 - Scope and definitions, page 121 R-2 1.1 - Scope 1.2 - Definitions Chapter 2 - Administrative aspects in the development of a quality assurance system, page 12lR-2 2.1 - QA system 2.2 - Developing a QA system Chapter 3 - Quality assurance plan, page 12lR-2 Chapter 4 - Quality assurance program elements, page 121R-3 4.1 - QA program 4.2 - QA program elements for project participants Chapter 5 - Quality assurance program, page 12lR-3 5.1 - Organizational responsibilities 5.2 - Control of design 5.3 - Material control 5.4 - Inspection 5.5 - Testing and evaluation 5.6 - Identification and resolution of noncomplying conditions 5.7 - Records Chapter 6 - References, page 121R-6 Putinas V. Masalaitas W. Stephen McKay Anand S. Mehta Gerald R. Murphy Mark A. Phillips Gary M. Schuman James H. Sprouse Billy M. Scott Elwood F. Treadwell Roger E. Wilson Exhibit I - Owner’s policy statement (example), page 121 R-7 Exhibit II - Guide for organizational responsibility (example), page 121 R-7 This guide provides recommendations for the devel- opment of a quality assurance (QA) system for con- crete construction. Development of a QA system in- volves the identification of quality objectives and their incorporation into a project QA plan that is imple- mented by project organizations through QA pro- grams. This guide is intended to be flexible since it will be utilized on projects which vary in size, complexity, and number of organizations involved. The purpose of this guide is to assist the owner in developing plans to meet the desired level of quality for his specific project. On a large, complex, multiple organization project it is important that the project QA plan be clearly written and that all major organizations involved develop QA programs. On a small project, a QA plan describing quality objectives, organizational relationships, and re- sponsibilities, in addition to the contract documents, most likely will suffice. ACI Committee Reports, Guides, Standard Practices, and Commen- taries are intended for guidance in designing. planning, executing, or inspecting construction, and in preparing specifications. Reference to these documents shall not be made in the Project Documents. If items found in these documents are desired to be part of the Project Docu- ments they should be phrased in mandator? language and incorporated into the Project Documents. Copyright © 1985, American Concrete Institute. All rights reserved includ- ing rights of reproduction and use in any form or by any means. including thc making of copies by any photo process, or by any electronic or mechanical de- vice, printed, written or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission inI writing is obtained from the copyright proprietors. 121-1
  • 2. 121 R-2 ACI COMMITTEE REPORT CHAPTER 1 - SCOPE AND DEFINITIONS 11. - Scope This guide provides recommendations for the devel- consultant) who may be designated by the owner to perform certain activities. opment and implementation of a QA system applicable to the design and constructionof concrete structures (exclusive of those addressed in ACI 349, Code Re- quirements for Nuclear Safety Related Concrete Struc- tures; and ACI 359, Code for Concrete Reactor Vessels and Containments) to assure functional fitness; envi- ronmental and economic acceptability; and the safe- guarding of public health, welfare, and safety. 12. - Definitions 1.2.1 Quality assurance (QA) - All those planned and systematic actions necessary to assure that the final product will perform its intended function. QA is a management tool. CHAPTER 2 - ADMINISTRATIVE ASPECTS IN THE DEVELOPMENT OF A QUALITY ASSURANCE PROGRAM 21. - QA system The owner is responsible for quality planning and overall management which includes the selection of competent organizations and individuals and the estab- lishment of a QA system that will meet the objectives of the owner. Where the owner does not have skills re- quired to fulfill his responsibilities he should designate an organization or individual to perform this function. Table 2.1 describes the contents of the QA plan and QA program(s). 1.2.2 Quality control (QC) - Those actions related to the physical characteristics of the materials, pro- cesses, and services which provide a means to measure and control the characteristics to predetermined quan- titative criteria. QC is a production tool. 1.2.3 Quality assurance system - An administrative control system which sets forth the commitments, poli- cies, designated responsibilities, and requirements of the owner, which are documented in a QA plan and are implemented through QA programs to provide a means of controlling quality-affecting activities to predeter- mined requirements. 2.2 - Developing a QA system Table 2.2 indicates the various stages of a project and how the overall QA system is developed. It also indi- cates which organizations should develop the QA plan and QA program(s). The table recommends which or- ganization(s) are responsible for reviewing and approv- ing the QA plan and other organizations’ QA pro- grams. The table is intended to be a guide and may be modified to fit the specific organizational arrange- ments and quality objectives for the project. 1.2.4 Quality assurance plan - A written guideline for a project, developed by the owner, perhaps in con- junction with a quality consultant or the engineer, which contains the owner’s policy statement and de- scribes the scope of work, organizational relationships, and the quality objectives for the project. It is intended to insure that an owner start his project in a planned and systematic manner. The QA plan is intended to be the top level document in the overall QA system. 1.2.5 Quality assurance program - A document that describes the policies, practices, and procedures to com- ply with quality requirements and contract documents. 1.2.6 Owner - The organization financially respon- sible for the project as well as bearing the ultimate re- sponsibility for the public health, welfare, and safety. The owner also includes those organizations or individ- uals (project/construction manager, engineer, quality CHAPTER 3 - QA PLAN The project QA plan documents the owner’s quality objectives and should be developed at the earliest prac- ticable time in the development of the project. As a minimum, the project QA plan should include elements of a quality assurance system, Table 2.1: a. Owner’s policy statement (Exhibit I) b. Quality objectives c. Scope of work under the QA plan d. Organizational relationships and interfaces e. Authority and responsibilities of various organi- zations and contractors (Exhibit II) f. A description of the overall quality assurance sys- tem to be employed on the project should also indicate which organizations are required to establish and im- plement QA program(s) In developing the project QA plan, it should be rec- ognized that a project progresses through many stages, Table 2.1 - Elements of a quality assurance system Document I QA system (Chapter 2) QA plan (Chapter 3) QA program(s) (Chapter 4) Contents Owner policy statement consultant or engineer Quality objectives Scope of work Organizational relationships Authority and responsibilities of various organizations QA program elements applicable to that organization’s scope of work Contains or is supplemented by implementing procedures All organizations as required by the owner in the project QA plan to develop a QA program
  • 3. QUALITY ASSURANCE SYSTEMS I2lR-3 Table 2.2 - Development of a quality assurance system Project stage Source of QA requirements, QA system stage reference, and guidance Planning Owner* develops project Owner, manager, consultant, QA plan engineer, and this guide Design Engineer develops Owner’s project QA plan design QA program and and this guide submits to the owner for review prior to start of design IOwner, manager, or quality consultant reviews and approves engineer’s QA program Selection of material and services Supplier develops and submits supplier QA program Any combination of owner’s project QA plan, contract documents, and this guide Owner, manager, consultant, or engineer reviews supplier’s QA program Construction Construction contractors Any combination of owner’s develop and submit project QA plan, contract contractor QA program documents, and this guide Owner, manager, consultant, or engineer reviews contractor’s or QA program Material testing Material testing Any combination of owner’s laboratory develops and project QA plan, contract submits a material documents, and this guide testing laboratory QA program *Indicates owner or engineer, or quality consultant. such as conceptual design, design, procurement of ma- terials, construction, and inspection prior to owner ac- ceptance of the finished product. Therefore, a good QA system needs to develop and mature as the project pro- gresses. For example, when the owner and his agent begin preliminary discussions on a project, it may be difficult to determine the number of organizations in- volved, what the contractural relationships and respon- sibilities will be, and how the QA system will be imple- mented. The owner or his designee should periodically review and if necessary update the QA plan during the life of the project. Updated copies of the QA plan should be provided to all organizations with responsibility for implementing changes in the QA plan. Specific verifi- cation of changes having been implemented should be conducted. CHAPTER 4 - QA PROGRAM ELEMENTS 41. - QA program The QA program describes the organization’s poli- cies, practices, and procedures to comply with the con- tract documents. Each organization assigned responsibility in the QA plan for implementing part of the QA system should detail in a QA program the methods to be used to meet the owner’s quality objectives, applicable to the orga- nization’s scope of work. Specific QA program requirements applicable to each organization will be described by the owner in the proj- ect QA plan. 4 2 - QA program elements for project participants An example of QA program elements that should be addressed by each organization is shown in Table 4.2. A similar table should be developed by the owner or the designee in the project QA plan based on contractural IOwner, manager, consultant, or engineer reviews material testing laboratory’s QA program J Table 4.2 - Important aspects of a quality assuranceprogram Sub- QA Con- con- sup- program element Engineer tractor tractor plier I Organization al X X x Ix responsibilities (Section 5.1) , Control of design X X x ’ (Section 5.2) Material control (Section 5.3) X X x Inspection X Ix x x (Section 5.4) Testing and evaluation (Section 5.5) X X x Identification and resolution of noncomplying conditions (Section 5.6) X X X x Records (Section 5.7) X X x x Material testing laboratory X X X x x X indicates that the organization should have a section in their QA program addressing the applicable QA program element (eg. organizational responsibil- ities, etc.). relationships and quality objectives for the specific project. CHAPTER 5 - QUALITY ASSURANCE PROGRAM 51. - Organizational responsibilities The QA program should define the organizational structure within which the QA program is to be planned and implemented and should clearly delineate the re- sponsibility and authority of the various personnel and organizations involved. This should include designa- tion of the person or organization responsible for the QA program management and direction. To facilitate communication between project organi- zations on various matters, the identification, respon-
  • 4. 121 R-4 ACI COMMITTEE REPORT sibility, and authority of on-site and off-site interfacing personnel should be established. 52. - Control of design The design organization should follow established procedures and document its design to the level of de- tail necessary to permit the design to be developed cor- rectly and to permit a qualified person to understand and verify final design documents. Design basis such as codes, standards, assumptions, and other requirements should be identified. Calcula- tions should be documented, checked, and approved. Drawings should be reviewed and approved for correct incorporation of design calculations, materials, pro- cesses, and constructibility by the organization origi- nating the design drawings. Responsibility for overall coordination and verification of all required reviews and approvals should be explicitly provided for in the QA program. Design changes, including field changes, should be subjected to the same control measures as used in the original design. The design organization should establish interface with other project organizations. Assigned responsibil- ities might include Clarifying design intent where necessary Review and approval of field changes Control of drawings, specifications, etc. Distribution of revised design documents Review of contractor procurement documents Review of contractor methods Resolution of nonconforming items . Other duties as deemed necessary Records pertinent to the design organization are Design basis which support final design Final design documents (drawings, specifications, calculations) Records of contractor performance Field sketches and working drawings Field change documents Contractor quality procedures and verification doc- uments Technical reports, photos As-built drawings 53.. - Material control Controls should be established for concrete constitu- ent materials and other materials integral to the con- crete structure to assure that materials, within the rec- ognized product variability, meet the requirements of the contract documents prior to use. The implementa- tion of the established controls should be described in a quality program which documents the procedures and instructions to be carried out. Established controls may include 5.3.1 Supplier evaluation and selection - The selec- tion of a supplier may be based on an evaluation of the supplier’s capability to fabricate materials in accord- ance with the requirements of contract documents and to deliver the materials at a rate consistent with project schedule. The evaluation of this capability should in- clude consideration of the supplier’s history of perfor- mance, appropriate documentation for objective eval- uation, and a determination of technical capability. Upon selection of a supplier, a mechanism should be established for the submittal of quality records which verify material compliance in accordance with contract documents. Supplier approval may not be necessary if important characteristics of the item can be verified by inspection or test. Where evaluation is deemed necessary, docu- mented evidence of evaluation should be retained. Verification activities may consist of surveillance, in- spection, or audit and should be performed at a fre- quency consistent with the importance, complexity, and quantity of the product or service. Specific verification activities to be performed should be in accordance with a written standard or specifica- tion. These activities should be performed where veri- fication of procured materials cannot be determined upon receipt. 5.3.2 Procurement documents - A quality program should designate. the individual or organization respon- sible for procuring materials and assuring that project documents affecting material requirements are in- cluded, or invoked by reference, in the purchase docu- ments. Quality records, which may be required to ver- ify material compliance, should be specified in the pur- chase documents. These records should be transmitted prior to or accompanying shipment. Procurement documents should specify Scope of work to be performed Technical and material requirements including appli- cable codes, specifications, drawings, and stan- dards Right of access to contractor facilities and records for inspection . Documentation required to be prepared and/or sub- mitted to the responsible organization for re- view, approval or historical record 5.3.3 Receiving inspection - For material and cost control, a receiving inspection, if required, should in- clude as appropriate: Inspection for completeness, identification, and damage Review of required supporting documentation Acceptance of material by inspection or test Segregation and handling of rejected material to pre- vent its inadvertent use 5.3.4 Storage and handling of material - Where specific storage, maintenance, and handling methods are specified, verification activities should be con- ducted in accordance with written standards to assure the adequacy.and maintenance of storage facilities and handling techniques. 5.3.5 Material qualifications - Tests should be per- formed and results evaluated prior to use for compli- ance with contract documents. The specific tests to be
  • 5. QUALITY ASSURANCE SYSTEMS 121 R-5 performed and the qualitative requirements should be established in the contract documents. 5.3.6 Records - Qualifying records for materials that may be required should be identified. Such identi- fication may include: Mill test reports and certificates of compliance Delivery slips for aggregates, and admix- tures Material tests and inspection reports Qualifications of personnel 54. - Inspection A program for inspection should be established and implemented to assure that concrete construction and materials meet the requirements of the contract docu- ments. The inspection program should contain provi- sions for the specific verification and acceptability of implemented field changes. 5.4.1 Inspection personnel - Inspections should be performed by qualified individuals other than those who performed or directly supervised the activity being inspected. The inspector qualifications or qualification program should be approved by the engineer and should meet the requirements of the ACI concrete cer- tification programs or equivalent. 5.4.2 Inspection program - The inspection program should include written checklists for items of construc- tion and quantitative or qualitative criteria for accep- tance in accordance with the project documents. The program should prescribe minimum requirements for inspection of all structures within its scope and follow the guidance of ACI 311.4R. Such minimum require- ments may include inspection of the formwork system, proper installation of reinforcing steel, concrete quality as evidenced by required tests, concrete placement, and curing. Other considerations that could be included are form removal requirements, repair work, core drilling, sampling and testing, weather conditions, foundations bedding, bonding and jointing, leveling and alignment operations, finishing operations, grouting operations, and protective coating operations. Photographs docu- menting construction sequence, job progress, and con- struction details are desirable. 5.4.3. Inspection records - Records of inspection are required to be kept available to the applicable agency during the progress of the work and thereafter as required by the project documents. The organization responsible for initiating the inspection records should be responsible for record legibility, retention, validity, and transmittal as required. Inspection records should document 1. 2. 3 4: 5. 6. 7. 8. 9. Date of inspection Area or system inspected Item inspected Inspection results Acceptance criteria Statement of compliance or noncompliance Remarks Inspector’s signature and company affiliation Ambient conditions 55. - Testing and evaluation A program for sampling and testing concrete and concrete construction materials and evaluating the re- sults should be established and implemented. The pur- pose of this program is to produce reliable data from which the completed structure can be evaluated. All acceptance testing should be performed by quali- fied personnel other than those who supplied, trans- ported, or placed the concrete or concrete materials. The testing should be performed using standard test methods and at frequencies established by the contract documents. The testing program should include the qualification of all materials used to produce the con- crete, the concrete mix proportioning, and physical properties of the plastic and hardened concrete. The extent to which the testing program addresses each of these areas would depend on the intended use of the structure, the environment in which the structure will function, and the assurance the engineer deems neces- sary. Other factors, such as cost and time, may be con- sidered as secondary factors when developing the test- ing program. The evaluation of test results should be performed at the completion of the testing operation by a qualified person using acceptance criteria established by the project documents. Any nonconforming test results identified during this evaluation should be immediately brought to the attention of the engineer and the con- tractor. Further evaluation of material test reports should be performed by the engineer to determine the adequacy of the testing program, verify the design based on the results of tests, and determine the disposition of test results based on the appropriate analysis. The records of all acceptance tests performed should be made available to the applicable agency during the progress of the job and thereafter in accordance with the contract documents. The organization responsible for the test record should document 1. Date of test 2. Area or system where the material is used 3. Test method 4. Test results 5. Acceptance criteria 6. Statement of compliance or noncompliance 7. Remarks 8. Testing personnel signature and company* affilia- tion The records of test result evaluation should be main- tained by the originating organization during the prog- ress of the job and as required by the contract docu- ments. 5.6 - Identification and resolution of noncomplyingconditions 5.6.1 Materials or processes which do not meet proj- ect requirements should be promptly identified and evaluated for implementation of corrective action. In the case of significant configuration changes, the appli-
  • 6. 121 R-6 ACI COMMITTEE REPORT Interface between the engineer and other project or- ganizations may be necessary to determine whether a specific condition is to be accepted as is, repaired, re- worked, or rejected. These dispositions should be doc- umented along with the signatures of concurring indi- viduals and the specific instructions to accomplish the repair or rework. Records identifying the condition and corrective actions taken should be retained in the proj- ect files. cable drawings or specifications should reflect as-built Design drawings and calculations conditions. Specifications Procurement documents Material qualification records Field sketches and working drawings Change orders Technical reports, photos, etc. Inspection and test records Nonconformance reports Concrete mix designs Shop drawings As-built drawings Contractor’s logs 5.6.1.1 Repair. The process of restoring an item to an acceptable condition even though the item may not comply with the original requirements. 5.6.1.2 Rework. The process of restoring an item to the original requirement. 5.6.1.3 Accepted as is. A noncomplying condition which satisfies engineering functional requirements in- cluding those of performance, maintainability, and fit- ness for use and safety. 5.6.1.4 Reject. A disposition that indicates an item is unsuitable for its intended purpose and cannot be economically reworked or repaired. Item should be segregated or removed. 5.6.2 Noncomplying conditions - Significant non- complying conditions are those of a recurring nature or conditions which could adversely affect the satisfactory performance or appearance of the structure, should they remain uncorrected. Determining the cause of such conditions, as well as the appropriate corrective ac- tions, should preclude future similar noncomplying conditions and unnecessary expenditures. CHAPTER 6 - REFERENCES 61. - Recommended references American Concrete Institute 116R-78 Cement and Concrete Terminology (Re- affirmed 1982) 301-84 Specifications for Structural Concrete for Buildings 311.4R-80 Guide for Concrete Inspection 3 18-83 Building Code Requirements for Rein- forced Concrete SP-2 ACI Manual of Concrete Inspection 5.6.3 Nonconformances - Repaired or reworked items should be reinspected. Since repaired items may not comply with the original requirements, criteria for the acceptability of the repair should be furnished to the individual or organization performing the reinspec- tion. Reworked items should be reinspected in accord- ance with the original requirements. American National Standards Institute N45.2-77 Quality Assurance Program Require- ments for Nuclear Power Plants N45.2.5-74 Supplementary Quality Assurance Re- quirements for Installation, Inspection and Testing of Structural Concrete and Structural Steel during the Construction Phase of Nuclear Power Plants NQA- l-80 Quality Assurance Program Require- ments for Nuclear Facilities 57. - Records Each organization generating records or documents that furnish evidence of the quality of materials, equip- ment, or activities should be responsible for their tech- nical content and accuracy. Additionally, records or documents should be signed or otherwise authenticated and dated by a responsible individual from the organi- zation initiating the records. An index should be estab- lished and maintained to identify and retrieve a specific record or records by the designated individual or orga- nization. ASTM C 94-83 Standard Specification for Ready Mixed Concrete Nuclear Regulatory Commission 10 CFR 50-80 Quality Assurance Criteria for Nuclear Appendix B Power Plants and Fuel Reprocessing Plants Military Specifications Mil-Q-9858A Quality Program Requirements The owner or designee should implement a program for ongoing review of records and reserve the right of access to all applicable records and documents. Fol- lowing is a list of some of the records and documents that may be applicable: Contractural documents National Ready Mixed Concrete Association Quality Control Manual, 1984 Edition, Sections 1, 2, & 3 U.S. Bureau of Reclamation Concrete Manual, 8th Edition, 1981 Quality procedures/instructions Personnel qualification records U.S. Corps of Engineers Handbook of Concrete and Cement, 1984 Edition
  • 7. QUALITY ASSURANCE SYSTEMS 121R-7 EXHIBIT I - OWNER’S POLICY STATEMENT (EXAMPLE) Policy Statement It is the policy of (owner) to design, construct, and operate a (type of structure) at a quality level that will meet or exceed (the constraints under which the struc- ture has been approved or the constraints imposed by building codes, government bodies) and will provide (function of the building) in an environmentally accept-. -. able manner. Responsibilities The (owner) is responsible for the implementation of the quality assurance system for (project name). The authority for developing and verifying implementation of the QA system is delegated to (organization) under the direction of the (owner’s designee). The head of each organization performing concrete quality-affecting activities is responsible for establish- ing and identifying duties and responsibilities of per- sonnel who implement quality-affecting activities and planning, and selecting and training personnel to meet the requirements of the QA system. EXHIBIT II - GUIDE FOR ORGANIZATIONAL RESPONSIBILITIES Owner 1. Develop the project QA plan, including policy statement and quality objectives based on input from the engineer construction manager or quality consul- tant. 2. Review and approve contract documents. 3. Perform periodic audits or surveillances to verify compliance with QA requirements. Engineer 1. Analyze all general and special quality objectives defined by the owner. 2. Analyze all regulatory requirements defined by the owner and set forth by regulatory agencies. 3. Create and develop design to meet owner’s quality objectives and requirements. Establish acceptance cri- teria. 4. Prepare contract documents as required by the owner. 5. Prepare, coordinate, evaluate, document, and re- port to the owner all aspects of the QA system, as re- quired by the owner. 6. Recommend or participate in the selection of the contractor, subcontractors, supplier, and material test- ing laboratory as required by the owner. 7. Administer an internal QA program of a level suit- able for the project. 8. Accept or reject workmanship and material. 9. Evaluate test/inspection data. 10. Review the internal QA programs and quality of work of the contractor, subcontractors, suppliers, and material testing laboratory during the course of the project and report to the owner. Contractor 1. Comply with contract and specification d o c u - ments. 2. Perform in accordance with an approved internal QA program of a level suitable for the project. 3. Require subcontractors’ and suppliers’ adherence to the contract documents. 4. Verify that inspections and tests are performed. Subcontractor(s) 1. Comply with the contract documents. 2. Perform and document an internal QA program of a level suitable for the project. 3. Coordinate all work with the contractor and inter- face with appropriate subcontractors. Supplier(s) 1. Supply materials in accordance with the contract documents. 2. Perform and document an internal QA program of a level suitable for the project. Material testing laboratory 1. Perform the testing and inspections necessary for the level of the QA program selected by the owner and as defined by the engineer. 2. Perform and document an internal QA program to assure the validity of the reported results. 3. Conduct all testing and inspection in accordance with industry standards and the contract documents. 4. Provide the owner and engineer with timely re- ports for all testing and inspection performed. 5. Accept or reject workmanship and materials as de- fined by the specification. This report was submitted to letter ballot of the committee which consists of 24 members; 19 ballots were returned, 18 voted affirmatively, and one voted negatively.