ML19343D364

Transcript of Testimony Re Concrete Verification Program. Organization Chart & Prof Qualifications Encl.Related Correspondence

ML19343D364
Person / Time
Site:	South Texas
Issue date:	04/27/1981
From:	Artuso J, Raul Hernandez, Murphy G BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.)
To:
References
ISSUANCES-OL, NUDOCS 8105040347
Download: ML19343D364 (62)

Text

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UNITED STATES OF AMER NUCLEAR REGULATORY COMMISSION BEFORE THE ATOMIC SAFETY AND LICENSING BOARD In the Matter of:

5 5

i HOUSTON LIGHTING & POWER 5

Docket Nos. 50-4980L COMPANY, E AL.

5 50-4990L 5

(South Texas Project, 5

Units 1 & 2) 5 5

TESTIMONY ON BEHALF OF HOUSTON LIGHTING & POWER COMPANY, ET AL.

OF GERALD R. MURPHY C

4 RALPH R. HERNANDEZ JOSEPH F. ARTUSO N

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Iag THE CONCRETE VERIFICATION PROGRAP g

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($ E, 9

8105040347

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UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION BEFORE THE ATOMIC SAFETY AND LICENSING BOARD

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In the Matter of:

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HOUSTON LIGHTING & POWER 5

Docket Nos. 50-4980L COMPAN", ET AL.

5 50-4990L l

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l (South Texas Project, 5

4 Units 1 & 2) 5 5

TESTIMONY OF GERALD R. MURPHY, RALPH R. HERNANDEZ AND JOSEPH F. ARTUSO ON THE CONCRETE VERIFICATION PROGRAM Q.1 Please state your names.

A.1 Gerald R. Murphy, Ralph R. Hernandez and Joseph-F.

l Artuso.

Q.2 Mr. Murphy, by whom are you employed?

A.2 (GRM): Brown & Root, Inc. (B&R)

Q.3 What is your position and what are your current responsibilities?

A.3 (GRM):

I am Assistant Discipline Project Engineer l

(Civil-Structural Discipline) for the South Texas Project (STP) and am responsible for Concrete Technology including the development and maintenance of the concrete specifications covering supply, testing, and construction.

I consult, as required, on most concrete-related Field Change Requests

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(FCR's) and Nonconformance Reports (NCR's) and provide, or I

participate in providing, their resolution by Engineering.

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I am responsible for the development of plans for the in-I j

vestigation and repair, if required, of special concrete situations, as well as the resolution of constructability problems.

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Q.4 Please summarize your professional qualifications.

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A.4 (GRM):

I have twenty-three years of direct in-I i

volvement with the testing, inspection and control of con-crete,' concrete materials and concrete construction.

I am a registered professional engineer in the state of California.

I am a member of the American Concrete Institute (ACI), and i

l of the following code committees, which are responsible for i

developing the primary criteria documents for the construction i

of nuclear facilities:

ASME/ACI-359, " Code for Concrete Reactor Vessels and Containments";

ACI-349, " Code for Nuclear Safety Related Concrete Structures".

l I am also a member of ACI-121, " Quality Assurance l

l Systems for Concrete", a committee formed to establish l

quality assurance (QA) criteria applicable to commercial i

non-nuclear construction.

t Q.5 Please describe your involvement with the STP.

A.5 (GRM):

I began working on STP in January, 1975.

f Initially, I prepared or supervised the preparation of the 1

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concrete supply, testing and construction specifications for STP.

Since Septemer 1975, I have been the Supervisor of the Concrete Technology Section of the Civil Structural Group for STP.

Since 1979, I have also been an Assistant Discipline Project Engineer for the Civil Structural Group for STP.

Finally, since January, 1981, I have been Manager of the Concrete Technology Group for the Power Division at B&R, which includes STP.

Q.6 Mr. Hernandez, by whom are you employed?

A.6 (RRH):

Houston Lighting & Power Company (HL&P).

'Q.7 What is your position and what are your current responsibilities?

A.7 (RRH):

I am the Supervising Engineer for the Civil Nuclear Support Section within the Civil-Mechanical Engineering Division of HL&P's Power Plant Engineering Department.

In this position I supervise the work of 18 engineers and technicians who are active in the review of i

design documents for HL&P's Allens Creek Nuclear Generating Station and STP.

l Q.8 Please summarize your professional qualifications l

l and describe your involvement with STP.

A.8 (RRH):

I was graduated from Texas A & M University with a Bachelor of Science Degree in Civil Engineering in 1973.

After working approximately one year with a San -

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i Antonio consulting firm as a structural engineer, I joined HL&P, in December of 1974, as a junior engineer participating in the review of the structural design for the South Texas and Allens Creek nuclear stations.

In April of 1977, I was -

designated as the Structural Team Leader for HL&P on STP.

t In January of 1980, I was designated as the Lead Project Engineer for Civil Engineering and Architecture on STP, with i

1 responsibility for all structural, geotechnical and architectural activities'r21ating to the Project.

In 1980, I was promoted to my present position as the Supervising Engineer for the l

Civil Nuclear Support Section within the Civil-Mechanical t

l Engineering Division of Power Plant Engineering.

As the Supervising Engineer for the Civil Nuclear Support Section, I

I I supervise the work of 18 Engineers and Technicians.

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During the period from August, 1979 to April, 1980, I I

also spent three to four days a week at the STP site acting

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as the Civil Engineering Coordinator for HL&P Construction and Quality Assurance.

During the time I have been employed by HL&P I have attended design seminars and courses presented by various technical societies and universities in order to supplement my technical background.

I am a member of the American Concrete Institute and

he American Society of Civil Engineers.

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Q.9 Mr. Artuso, by whom are yo'u employed?

A.9 (JFA):

I am president of Construction Engineering Consultants, Inc., an engineering firm providing consulting services, quality control (QC) services and materials analysis for construction projects.

Q.10 What are your current responsibilities?

A.10 (JFA):

In addition to managing my firm, I act as consultant to Duquebew Light Co.,

for which my firm performs all laboratory quality assurance testing, QC inspections in the electrical, structural, mechanical and metallurgical areas, and QC document control and data analysis for the Beaver Valley Nuclear Power Station, Unit 2.

Q.11 Please summarize your professional qualifications.

A.11 (JFA):

I received a Bachelor's Degree in Civil Engineering from Carnegie Mellon' University in 1948, and became a Nuclear Construction Level III Concrete Inspector (ASME Section III Division 2 Code) in 1975.

I am a registered Professional Engineer in the states of Pennsylvania, Ohio, New York, Maryland, West Virginia, New Jersey and Florida, and a registered Quality control Engineer in the state of California.

I am a member of the American Society of Civil Engineers (A.S.C.E.), the American Concrete Institute (A.C.I.),

the American Society of Testing Materials (A.S.T.M.), and the American Society of Quality Control (A.S.Q.C.).

I am a.-

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member of the A.S.C.E. Task Committee on Inspection Agencies; A.C.I. Committees 214 (Evaluation of Concrete Strength), 304 (Measuring and Mixing and Placing Concrete), and 311 (Concrete I

Inspection); American National Standards _ Institute (A.N.S.1_)

ANSI /ASME N-45-2.5 Committee on Supplementary Quality-Assurance.

Requirements for Installation, Inspection, and Testing of i

Structural Concrete, Steel, Soils, and Foundations During l

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the Construction Phase of Nuclear Power Plants; A.N.S.I.

N-45-2.20. Committee on Supplementary Quality Assurance l

l Requirements for Soils Foundation Investigation; and ASME-ACI i

359 Joint Code Committee for Concrete Reactor Vessels and Coritainments.

I am a contributing author of the sections on Proportioning Mixes, Testing, and Inspection of McGraw l

Hill's " Concrete Construction Handbook" and helped to develop "ACI Manual of Concrete Inspection", Publication SP-2 of l

A.C.I. Committee 311.

l Q.12 What is your experience in the QA testing and l

l inspection areas in nuclear power plant projects?

( EA):

I have fifteen years of experience in A.12 J

those areas.

From 1966 to 1971', I supervised structural materials testing of concrete and soils for Rochester Gas &

Electric Co.'s Ginna nuclear power plant.

From 1968 to 1975, I supervised the structural materials testing of concrete and soils and field QC inspection of soils, concrete r

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t and reinforcing steel for Metropolitan Edison Company's Three Mile Island Units 1 an'd 2 nuclear power plant.

From 1969 to 1977, I supervised structural materials testing of concrete and soils for Consolidated Edicon Co.'s Indian Point Unit 3 nuclear power plant.

From 1970 to 1976, I supervised laboratory testing and field inspection and i

j testing of all welding, coating, piping, structural steel, concrete and pre-stress systems for Florida Power Corporation's I

t Crystal River Unit 3 nuclear power plant.

From 1970 to I

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1974, I supervised laboratory and field structural materials f

testing of soils and concrete for Wisconsin Electric Power i

l Company's Point Beach Units 1 and 2 nuclear power plants.

i From 1971 to 1975, I supervised laboratory and field structural i

i materials testing of soils and concrete for Wisconsin Electric PoweI Company's Point Beach Units 1 and 2 nuclear power plant.

From 1971 to 1975, I supervised laboratory and field l

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structural materials testing of concrete and soils for the Northeast Utilities' Millstone Unit 2 nuclear power plant.

l From 1972 to 1976, I supervised laboratory and field structural materials testing of concrete and soils for the Hanford Project FFTF nuclear facility.

From 1972 to 1976, I supervised all structural materials laboratory and field testing of concrete and soils for South Carolina Power Company's Virgil l

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Summer Nuclear Power Plant, and for Florida Power &

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i Light's St. Lucie Unit No. 1 nuclear power plant.

From 1974 to 1976 I supervised laboratory and field structural materials testing of soils and concrete for Toledo Edison Company's Davis Besse Unit 1 nuclear power plant.

From 1974 to 1976, -

I supervised structural material laboratory testing of concrete, soils and rebar and field testing of concrete and I

soils at the Mississippi Power & Light's Grand Gulf Nuclear Power Plant, Units 1 and 2.

Since 1976, I have been engaged I

in the above described activities for Duquesne Light Co.'s l

Beaver Valley Unit 2 nuclear power plant, and, previously I l

l supervised the quality evaluation of the concrete of the pipe hanger supports, the nondestructive examination of pipe welds, and the QC inspection of a soils foundation evaluation j

j of Beaver Valley Unit 1 nuclear power plant.

In addition to the above, I have been involved in structural laboratory and field testing and inspection of numerous other fossil power jiants and other large commercial and industrial projects.

Q.13 Please describe your involvement with STP.

A.13 (JFA):

In 1975, whil'e employed by Pittsburgh Testing Laboratory (PTL), I prepared the proposal for the l

concrete and soils testing laboratory facilities submitted by PTL and B&R for STP, which ultimately led to PTL being selected to perform that work.

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l Q.14 Did you take part in any of the PTL activities under its contract with B&R'for STP?

A.14 (JFA):

Yes.

I made the initial arrangements to sample the concrete materials provided by the supplier for -

the preliminary testing conducted in the main PTL labora-tories prior to the start of construction.

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I Q.15 Did you have any further involvement with STP?

A.15 (JFA):

No.

I left PTL before the start of con-i struction of STP and performed.no work relating to the project until I was asked to become a member of the outside i

Consultant Panel for the Special Task Force on concrete.

Q.16 Mr. Murphy, Mr. Hernandez and Mr. Artuso, what is the purpose of your testimony?

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A.16 (GRM, RRE, JFA):

The purpose of our testimony is i

to summarize a review performed by HL&P. B&R and outside consultants, of safety-related concrete activities undertaken l

as a result of the April 30, 1980 Order to Show Cause.

That review concluded, and this testimony will show, that the safety-related concrete structures at STP, as constructed or repaired, satisfy the design requirements, and are in conformity with the construction permits and applicable NRC regulations.

Q.17 Mr. Murphy, were you involved in HL&P and B&R's response to the Order to Show Cause issued on April 30, 1980 by the NPC's Office of Inspection and Enforcement?

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i, A.17 (GRM):

Yes."

I was a Task leader of a Special Task Force on concrete organized by MTAP and B&R to respond to Section V. A. (3)(b) of the Order to Show Cause, which section ordered a review of safety related concrete structures at STP to determine whether the work had been properly 1

performed, and to describe the repairs, if any, that were j

required as a result of any identified deficiencies.

Q.18 Who else took part in the Special Task Force?

l A.18 (GRM):

The Special Task Force was comprised of over twenty members from HL&P and B&R, covering areas such as design engineering, field engineering, construction, and l

QA.

In addition, a panel of outside consultants with specialized expertise participated in the Task Force's activities.

l The consultant panel included Mr. Joseph F. Artuso (concrete technology and testing methods); Mr. Thomas J.

Reading (concrete technology); Dr. R.

C. Mielenz (materials l

and petrograhy); and Dr. A. W. Wortham, and later Dr. J.

Leroy Folks (statistics).

Attachment No. 1 presents an organizational l

chart of the Special Task Force showing the personnel involved l

in the review; resumes of the members of the consultant panel are presented as Attachments No. 2 through No. 6.

Q.19 Mr. Hernandez, how was EL&P involved in the Task Force on Concrete Verification?

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A.19 (RRH):

As described in the testimony of Mr. Joseph Briskin, the Task Force on Concrete Verification was one part of the Show Cause Task Force.

Mr. Briskin was in charge of the overall Task Force effort and he delegated to -

Mr. James Hawks responsibility for managing the sub groups 1

l on concrete, welding and backfill.

The subgroup on concrete,

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the Task Force on Concrete Verification, was organized with two Task leaders, Mr. Gerald Murphy and I.

I participated in the initial planning of the Task Force activities.

Therea2ter, I was replaced on the Task Force by Mr. Garland W.

Steinmann, a Civil Engineer from my staff, who assumed the role of Task leader and Task leader for visual insisec-tion, and was an active member of the Task Force.

I con-tinued to keep informed about the Task Force efforts and reviewed and approved the Task Force reports.

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Q.20 Mr. Murphy, what was the Special Task Force's

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scope of work and how was that work organized?

A.20 (GRM):

The Special Task Force was charged with l

determining whether the safety-related concrete work at STP as of April 30, 1980, had been properly performed and to l

describe the extent of repairs, if any, that needed to be undertaken to correct any, identified deficiencies.

The Special Task Force concluded that these objectives could be l

met by identifying and thoroughly examining samples of the t

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safety-related concrete at STP selected by a conservative, e !

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statistically valid method.

Once the placements selected for review were chosen, a four-phase verification program was followed, consisting of:

(1) a thorough review of all -

the documentation relating to each placement; (2) a com-parison of the "as-built" configuration for each placement i

as determined by a field survey against the "as-designed" i

configuration reflected in the documentation; (3) a visual i

i inspection of each placement to assess the general quality, i

to determine potential structural defects, and to identify areas requiring follow-up testing; and (4) random selection i

i of three sample areas within each selected placement to i

perform a variety ~of specialized tests to investigate the structural properties of the placement.

Q.21 Mr. Hernandez, describe how HL&P participated in 4

i the planning of the work of the Task Force on Concrete verification.

l A.21 (RRE):

At the start of the Task Force effort a Technical Reference Document (TRD) was initiated to specify j

j how the investigation would be conducted.

nrAP took part in writing the TRD, and thereafter reviewed and approved it.

We also reviewed and approved the list of consultants to be retained.

One of the tasks. hat was identified as part of I

concrete verification was a review of concrete placements l

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that were the subject of unresolved concerns.

I reviewed HL&P and B&R audit reports,~as well as NRC Inspection Reports to compile the list of concerns to be reviewed.

In addition, HL&P reviewed and approved the representative placement selection criteria, the sampling technique and the visual inspection standards.

Q.22 Describe HL&P's participation in the investigations i

conducted by the Concrete Verification Task Force.

A.22 (RRH):

Mr. Steinmann of HL&P was at the site during the Task Force investigation, participating in the visual inspection of the representative placements and observing other phases of the investigation, such as the qualification and performance of ultrasonic testing, Windsor Probe testing and magnetic detection of reinforcing steel.

HL&P also participated in the documentation of the results.

We drafted a portion of the TRD that reported the I

investigation results and we reviewed and approved the Task Force Reports.

Q.23 Mr. Murphy, how did the Special Task Force select the placements to be reviewed?

l A.23 (GRM):

Three major safety-related structures in 1

1 each of the two units were sel_ected for review at STP: the Reactor Containment Building Internals, the Mechanical-Electrical l

Auxiliary Building, and the Fuel Handling Building.

In each l

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structure, the placements were classified into five major generic types: thick slabs, thin slabs, thick walls, thin walls, and high (tall) placements.

The placements were selected on the bases of accessibility for inspection and t

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testing and the amount of information that t,esting would I

disclose with raspect to the placement.

In order to assure l

conservative results, placements were selected from those determined by the cognizant Design Engineer to be more i

critical because of the complexity of the placement or due to previously identified concerns.

Each placement selected i

j for review was chosen from a list of three placements for i

each generic type, compiled by the cognizant Design Engineer.

The placements selected span over three years (January 1977 I

through April 1980) of safety-related concrete placement at STP.

The Reactor Containment Bui'lding shell placements were f

excluded from the sampling process because they were covered I

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in a separate exhaustive investigation of the voids problems at STP.

Q.24 How were samples obtained from each placement?

A.24 (GRM): The selected placements were divided into equal areas of approximately 100 sq. ft.

Three areas were then chosen at random from each placement.

Thus, a total of ninety random sample areas were selected from thirty different placements.

These sample areas were utilized for the testing i

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i phase of'the review.

The other phases of the review utilized i

r the entire placemert.

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Q.25 Mr. Artuso and Mr. Murphy, was this sample selection I

procedure statistically validated?

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I A.25 (JFA): Yes.

The sample selection procedure used 1

I for this review was based on a " statistical design of experiments" I

i approach.

Instead of a single random sample of test areas, r

I a stratified sample of thirty combinations of units, buildings 1

3 and placement types was selected.

This procedure for choosing the placements was confirmed to be statistically valid by

.i Drs. Wortham and Folks, the statisticians in the Consultant Panel.

Dr. Wortham also devised the procedure whereby three l

l test areas were selected at random from each of the placements.

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Our approach assured that a representative sample.of the i

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,l safety-related concrete at STP was obtained.

(GRM): The Special Task Force reviewed structures which are representative of 68% of all safety-related concrete t

I placed to April 30, 1980.

Considering the previous investi-1 gation conducted on the containment shell walls, and the l

previous routine inspection of the Essential Cooling Vater structures pursuant to Regulatory Guide 1.127 and FSAR commit-ments, structures representative of 97% of all safety-related concrete at STP have now been reexamined.

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Q.26 Mr. Murphy, how did the Special Task Force's at I!

review proceed once the placements had been selected?

II Il A,26 (GRM): Generally, we proceeded by phase and by I!

,i building, beginning with the documentation evaluation phase-9 I

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for the Unit 1 Reactor Containment Building.

The documentation l

l phase was needed because the "as-designed" condition of each

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placement had to be ascertained to permit comparison later I!

on with the "as-built" condition and to provide information

• 'j to the consultants prior to the visual inspection phase.

Also, we were interested in evaluating the quality of the j

documentation itself.

t Q.27 What documents define the "as-designed" condition i

l of a placement?

A.27 (GRM): The "as-designedd condition of a placement f

is defined by the design drawings and changes thereto:

Document Change Notices (DCN's) and, tos.r rly, Field Requests l

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for Engineering Action (FREA's), and by the Nonconformance t

Reports (NCR's) submitted at any time pertaining to that placement.

In addition, field documents (test reports, i.

batch plant records, Pour Cards, and inspection reports) for I

j a given placement can indicate whether an unsatisfactory l

condition exists in a placement that should have been reported t

in an NCR.

All of these documents were checked for completeness, i

j compliance with formal requirements, and accuracy.

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t Q.28 What were the results of the Special Task Force's documentation review?

A.28 (GRM): Our conclusion was that the documentation is substantially complete, with minor exceptions.

A total -

of thirty-one NCR's were issued by the Special Task Force as a result of its documentation review.

Of these, the vast majority (23) cited violations of the Construction Procedure l

for Pre-Pour Activities through failure to list (as required by the procedure) applicable drawings, DCN's, FREA's, or NCR's on the Pour Cards or the pre-pour examination checklists.

This problem arose because, prior to 1979, NCR's did not

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have to be listed on the Pour Card or the examination checklists, and only those FREA's and DCN's that were issued against the l

" principal drawings" had to be listed, making their, inclusion on the checklists and Pour Cards a matter of interpretation.

5 Neither these 23 violations of construction procedures nor i

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any of the other eight (which were violations of various concrete specifications and construction procedures) had any structural significance.

Moreover, even before the Special Task Force's review, procedural changes had been instituted which required all design changes and deviations to be identified on DCN's which became part of the applicable drawings.

With this change, there is greater assurance that documents pertaining to each placement will be available to l

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i Construction and QC personnel and will be listed on the Pour Cards.

The review by the Special Task Force also led to the conclusion that the quality of the documentation at STP is -

l good.

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Q.29 What was the next phase in the review conducted by

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the Special Task Force?

A.29 (GRM): The second phase was initiated concurrently I

i with the documentation phase and consisted of an "as-built" I

i survey of each selected placement.

This survey included location and dimensions of the placements, and location and dimensions of all embedments, penetrations, openings and blockouts within the placements.

In addition, for those placements where any adjoining placement had not yet been made, exposed reinforcing steel within the randomly selected test areas was checked for size, spacing, cover and projection.

Embedded plates were identified by physical dimensions or identification number.

The above information was entered onto a set of drawings developed especially for the Task Force review.

The Task Force evaluated and compared this "as-built" information to the "as-designed" criteria established as a result of the documentation phase.

Any deviations were noted on the drawings and documented on NCR's.

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l Q.30 How did the "as-built" configuration check aga' inst thit "as-designed" condition?

A.30 (GRM): Very well.

In the vast majority of the cases, the specified tolerances were met.

Fit-up allowances would accomodate the location deviations observed on embedments i

and blockouts; none of the minor deviations in plumbness or l

l alignment had any effect on the integrity of the members.

No nonconforming conditions were identified in the exposed i

reinforcing steel that was checked.

Q.31 Are any of the discrepancies identified by the Special Task Force between the as-built configuration and the design drawings significant?

A.31 (GRM): No.

The deviations from tolerance that were identified were in most cases very small (for example, a maximum 2-1/16" deviation in thickness on a six foot thick slab), and in no instance was there rejection of an item because it was out of tolerance to the point that fit-up could not be accomplished.

Also, the specified colerances are widely recognized in the industry as being highly conserva-tive.

Q.32 Is further action being taken with respect to the tolerance deviations identified by the Special Task Force?

A.32 (GRM): Yes.

The vast majority of the deviations from tolerance were in the location of embedded plates, I

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electrical sleeves and anchor bolts.

These location tolerances i

T were established by Design Engineering as a matter of judgement Ii

)i and are not required by any codes or other regulatory standards.

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These tolerances are being reevaluated by B&R's Design i

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Engineering staff for possible relaxation to facilitate I

constructability.

If such relaxation is implemented, the 8 iIi vast mnjority of the deviations will be eliminated.

Relaxation

,1 II of these tolerances will not diminish the quality of the

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structures or reduce their design capability, and will still

• I satisfy all applicable regulatory requirements and industry i'

standards.

Q.33 Mr. Artuso, from your experience inspecting concrete

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construction at major nuclear and non-nuclear projects, how I

do the results of phase 2 compare with other construction i

jobs with which you are acquainted?

A.33 (JFA): Discrepancies such as found at STP are known to be common in the construction industry and are I

usually not checked upon completion of construction.

In fact, to my knowledge, such an extensive review effort as i

I has been done at STP has not been performed elsewhere.

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I concur with Mr. Murphy that the design tolerances at STP on the location of items such as embedded plates are too restrictive.

Moreover, other tolerances set in accordance with ACI standards are also too restrictive; those standards l

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5i a're in the process of being revised for possible relaxation 2 I T{

by the ACI.

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Q.34 With respect to the third phase of the Special 3

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Task Force's review, how was the visual inspection of the 1

selected placements conducted?

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A.34 (JEA): The visual inspection was conducted by two I:

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members of the consultant Panel (Mr. Reading and I) and at i

i least five members of the Task Force: the task leader, the

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cognizant Design Engineer and cognizant Field Engineer for the structure in question, the QC Inspector, and the HL&P i

Site Engineer.

Visual inspection addressed any items of t

non-compliance previously identified as well as twenty-three i

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characteristics or potential problems on each placement:

general appearance of the surface, nature and extent of 1

.l cracking, evidence of volume change, evidence of cement /

l aggregate reactions, secondary deposits on surfaces, secondary j

deposits in cracks or voids, construction joint alignment and cleanliness, expansion, contraction or control joints, nature and extent of deflections, nature, extent and results 5

of dislocations, apparent effectiveness of curing, extent and results of dislocations, apparent effectiveness'of curing, extent and significance of undesirable surface characteristics, indications of adequate consolidation (in general and behind embedments), adequacy of repairs (tie

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holes, cosmetic and structural), satisfactory embedment of 3

I penetrations, dislocation or misalignment of embedded plates, I

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satisfactory embedment of plates, apparent consolidation I

t, surrounding anchor bolts, general appearance of seismic l

j joints, evidence of grout leakage, and properties of drilled cores and bore holes.

Each applicable characteristic of each placement was assigned a rating from "1" (excellent) to I

"4" (poor) by me and/or Mr. Reading.

These. ratings were i

I then tabulated, averaged and subjected to statistical evaluation.

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Q.35 What were the results of the visual inspection and ij rating?

The visual inspection, as reflected by the A.35 (JFA):

ratinga, indicated quality workmanship and satisfactory construction.

None of the 1000 items and sub-items inspected recieved a " poor" rating, and only 10 received a " fair" rating; the remaining were rated as " good" or " excellent".

The actual breakdown was: 83% of the items or sub-items received an " excellent" rating, 16% a " good" rating, and only 1% received a " fair" rating.

Statistical analysis of the ratings by building and type of placements showed that the Reactor Containment Br.lding Internals received the lowest (that is, best in the 1 to 4 scale) ratings:

1.13 for Unit 1 and 1.08 for Unit 2, while the Mechanical-Electrical Auxiliary Buildings received the highest ratings: 1.21 for i

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Unit 1 and 1.35 for Unit 2.

The latter, being the highest are still in the very good-to-excellent categorical ratings, r

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range.

Similar statistical analysis of the placements by I

type revealed that the quality of the placements is quite

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consistent, ranging from 1.16 for thin slab placements to l.23 for high placements.

To summarize the statistical analysis of the ratings, 95 percent of the ratings of any safety-related concrete would be 1.78 or lower (between good

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and excellent), with 95 percent confidence.

Because this result was obtained using the highest mean rating of any placement instead of the mean of all placements, it under-estimates the quality of the placements.

A realistic evaluation of quality would be closer to a.n " excellent" rating.

Q.36 Were there any other items subjected to visual inspection?

~

A.36 (JFA): Yes.

As part of the visual inspection, l

Mr. Reading and I identified suitable areas of the selected placements on which to perform destructive tests (core or l

bore holes).

After bore holes were drilled, they were cleaned and visually examined utilizing fiberoptics.

We were able to verify the good quality of consolidation and the uniformity of the concrete cores were taken, all of I

l I _-.

L 1'

3 4

5 which were visually inspected by Mr. Reading and me revealing 5

7 very well consolidated concrete.

3 3

Q.37 Were any of these cores also tested in the laboratory?

3 L

A.37 (JFA): Yes.

The fourth phase of the Special Task-2 Force's review consisted of petrographic examinations and 3

compressive strength tests of some of the drilled cores.

In 3

5 addition, the uniformity of the randomly selected sample I

7i I

areas of the placements was tested in place by means of an 3

3 ultrasonic (pulse through) method, and the compressive L

strength of the sample areas was assessed by means of the g

3 Windsor Probe, a device that fires a projectile into the g

concrete to measure the extent of penetration as an indicator 3

I of the concrete's compressive strength.

3)l Q.38 Please describe each of those tests and summarize 3

L its results.

I 3

A.38 (JFA): The 2400 inches of cores were obtained from l

5 26 of the 30 placements; reinforcing steel congestion prohibited f

the taking of cores in the other four placements.

The cores l

were first visually examined by Mr. Reading and me, achieving I

an average rating of 1.17', which is indicative of very good to excellent consolidation.

More than 150 cores were tested i

I in compression, and all met the design requirements; in some I

instances the strength was as much as 2-1/2 times the design i

requirement.

)

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Twenty-eight cores from 19 of the placements were

• [

selected by Mr. Reading and'me for petrographic examination f

by Dr. Mielenz.

As a result of the ;ietrographic examination, all concrete was found to be homogeneous and hard, with little or no segregation.

There was good bond between the I

paste and the aggregates and there was no evidence of any l

reaction between aggregates and the alkalies in the cement.

The petrographic examination also identified the amount of air in the concrete; entrapped air ranged from 3.09% to 0.20% with an average for the 28 specimens of 1.46%.

This average value is lower than normal, and since the amount of entrapped air is inversely proportional to the degree of concrete consolidation, it is another indication that the concrete is very well consolidated.

In addition to obtaining and testing the drilled core samples, other tests were performed on the three randomly-selected areas within each placement.

Windsor Probe readings l

l were obtained at all areas except one (where no penetration could be achieved due to the hardness of the surface).

The results of the Windsor Probe testing indicate that all concrete tested was in excess of design requirements and in 1

l some cases above the 8000 psi limit of the instrument, and I

that curing was more than adequate.

l l

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Ultrasonic testing was conducted on eighty-five of the I

f ninety areas.

Only one face of the remaining five areas was i

I accessible, so ultrasonic tests could not be conducted and j

i instead bore holes were drilled and visually inspected using

{

fibaroptics.

Ultrasonic testing utilizes the time of travel of a sound wave through a test section te determine the t

uniformity of the concrete.

While no definite quantitative relationship has been found between core strength and pulse l

~

velocities, the empirical observation by the developers of the technique is that pulse velocities in concrete from 12,000 to 15,000 fps are considered good and pulse velocities in excess of 15,000 fps are considered excellent.

The average of approximately 5,700 readings was 14,938 fps with the highest 16,667 fps and the lowest 12,270 fps.

A statistical l

analysis of these test results indicates, with 95 percent confidence, that 95 percent of all velocities will be above 13,600 fps.

This value (which is conservatively low, since it is based on the lowest mean of the velocities obtained at any area instead of the mean of the velocities obtained at all test areas) indicates again that all the concrete has excellent strength.

Mor*over, the narrow range of pulse l

velocities obtained indicates that the concrete, in addition to having high strength, has excellent uniformity.

l l

- 1

i 2c 3

4, 5'

Q.'49 what are your conclusions as to the quality of the 5

7 concrete structures at STP based on the testing phase of the 3

9 Special Task Force's review?

3 i

(}

A.39 (JEA): Since the testing phase. of the review 2

identified no deficiencies or concerns about any of the 1

3

!I concrete placements, there is more than reasonable assurance s

3 that the quality of safety-related concrete is adequate and i

I that the concrete structures will perform as designed.

)

)

Q.40 Mr. Murphy, did the Special Task Force review any f

{

unresolved concerns relating to concrete placement at STP?

I I A.40 (GRM): Yes.

Several unresolved items had been

j

'l identified in NRC Inspection and Enforcement Reports and

.i, t 1 HL&P and B&R audit findings and were evaluated by the Special Ii Task Force.

They included three unresolved concerns within i

the Reactor Containment Building' Internals in Unit 1 (excessive i

free fall of concrete in one placement, alleged underconsolidation in another, and excessive vibration in a third), and one l

l allegation within the Mechanical-Electrical Auxiliary Building in Unit 1 (alleged omission of three horizontal steel bars).

(

In additicn, two members of the Consultant Panel (J. F.

Artuso and T. J. Reading) reviewed B&R's previous investigation

{

and repairs of the voids on the Reactor Containment Buildings l

shell walls for Units 1 and 2.

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~ __

1 2,

1!

4; 5i Q.41 Mr. Murphy and Mr. Artuso, what were the results 6:

7i of these additional review activities?

3 9

A.41 (GRM): The item regarding the Mechanical-Electrical 0yj Auxiliary Building in Unit 1 was an allegation that three 2f horizontal steel bars were omitted.

The Special Task Force's 3,

4' documentation review found that some development lengths S

6, were short, minimum clearances between bars had not been 7.

El observed, and Cadwelds* were used to alleviate congestion 9!

Or due to lap splices.

However, all these deviations had been i

evaluated by Engineering, approved, and documented in FREA's

~

3!

so that no unresolved deficiencies existed, and the placement i

=t 5

was structurally adequate.

6l 7i (JFA): The areas in the Unit 1 Reactor Containment S*9' Building Internals in which the three items of concern had t

3i i

L:

been reported were subjected bz Mr. Reading and me to visual 2'

3; inspection and ultrasonic testing.

We determined that the 4!

i c nerete in these three areas was properly consolidated and 5

37j that the alleged problems, if existing, had no structural 3

significance.

We also examined the entire placements containing

) ;

) i these areas and determined them to have properly consolidated Li concrete and to meet the design strength requirements.

The 1!

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• "Cadweld is a Registered Trademark of Er'ico Products, Inc.

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results of the review by Mr. Reading and me of B&R's previous e

f investigation and repair of ~ voids in the Reactor Containment I

Building shell walls of Units 1 and 2 are discussed in my I

testimony on Contention 1(2).-

t Q.42 Mr. Artuso, please summarize the conclusions of the Special Task Force's investigation of safety-related i

concrete at STP.

A.42 (JFA): In our investigation of concrete structures at STP, we found no significant deviations from the design requirements.

Only one minor deviation was identified (a surface void at a construction joint) and the repair of the deviation was accomplished.

Thus, our review showed that the concrete construction at STP satisfies the design require-ments.

Q.43 Mr. Artuso, Mr. Hernandez and Mr. Murphy, please l

I l

I address Issue E in light of the results of the investigations of safety-related concrete structures at STP.

A.43 (JFA): Issue E, as it pertains to safety-related l

l concrete structures at STP, asks whether those structures l

l are in conformance with the STP construction permits provisions and with NRC regulations and, if not, whether steps have been taken to repair or replace those structures so as to meet such requirements.

Based on our reviews, tests and inspections, there is reasonable assurance that the safety-l

_ l

e related concrete structures at STP, as constructed or repaired, are substantially in conformance with the construction specifications, and in the few instances where deviations exist they are insignificant.

In my opinion, concrete l

construction at STP is comparable or better than construction of similar nuclear and non-nuclear facilities subject to the

{

l same or similar requirements.

(RRH): The Task Force concluded that the results of all tests and examinations indicated that the quality of t'he concrete is good and that the structure will function as designed.

I have reviewed the Task Force investigation methodology and the resulting data and analysis.

Based on that review, I agree with the conclusions of the Task Force.

l The placements examined were shown to be adequate to function l

as designed.

Since the placements examined were selected for examination in part because they included the more difficult placements, it is my opinion that this investiga-tion has shown that the concrete placements at STP are l

adequate to meet their design function.

(GRM): As I noted earlier, structures representative of 97% of all safety-related concrete at STP have been examined, and in all instances the investigations showed the s_truct_ures to be properly constructed or repaired and capable of meeting their intended function.

The results of these investigations

, _ _. _ l

i L

2 3

4 provide rear.onable assurance that the concrete structures at 3

7 STP are in conformance with all the applicable regulatory 3

)

and design requiremerts.

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i ORGANilATION' CHART FOR RESOLUTION OF SHOW CAUSE ITEM 3b CHAIRMAN l

J.L HAWKS CONSULTANT PANEL

• J E ARTUSD 1

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G. STEINMANN *

' WETilhMIJUOLK'S~

RG. THAYNE l

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0.A. COORDINATOR POE SUPPORT J. MOORE R. BERGERON l

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CONST, COORDINATOR CONTROLS SUPPORT y

C. BALLENTNE R.G. HELMS z

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DRAFTING COORDINATO4 T.C. MOYER l

0.SMTH u McGmNiS l

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PHASE 2 l

PHASE 4 l

PHASE 1 l

TESTING-RG.THAYNE AS BUILT SURVEY-8QPOINTER DOCUMENTATION EVALUATM-HG. THAYNE OA/QC-R. PARISH T. JONES W. MEYERS OA/0C-A. JOHNSON /G.YEISLEY CONST. SUPPOR/ (8Y CRAFYSi OA/DC CONST. SUPPORT-(BY CRAFTS)

R. PARISH COG. FELD ENG.

FELD SURVEY CREW RC8 INT-C. CATTERTON COG. FELD ENG.

g gAgun RCS INT-R. ROZER. C. CATTERTON PHASE 3 MEAP N. TIPTON 4

G. COOK MEAB-K COLLMS N. TFTON VISUAL INSPECTION-R STEINMANN CF, DESIGN ENG.-L PATEL.

FHB E. SALL FHB-J. SHURLEY, E. BALL COG DESIGN ENG.

0A/0C-D. HOPE CONC. TECH S. SAMUEL. P. PARIKH CONC. TECK P. WOODS CONST. SUPPORT-(BY CRAFTSI G. MURPHY COG. FIELD ENG.

COG. FELD ENG.

C CATTERTON, K TIPTON, D. POINTER RCS INT-L PATEL ME AB-S. SAMUEL RCB INT-R. ROZER E.8ALL FH8-P. PARIMH ME A8-K COLLWS ENG. DETAILERS 3

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CONC.TECR FHB-J. SHURLEY W. GREEN CONSTRUCTION P, WOODS COG. DESIGN ENG.

R BOHOROUEZ ENGNEERING RC8 INT-L PATEL CONSULTANTS INC MEAB-S. SAMUEL J F. ARTUS0 FHB-P. PARIKH I

FINAL REPORT KG. THAYNE OHouSTON LIGitTiNG 8 POWER

ATTACHMENT NO. 2 EMPLOYMENT EXPERIENCE AND CDUCATION RESUME SI4

• Artuso, Joseph F.

SOCIAL SECURITY GUMEER Laurel Mountain Park 200-20-2875 Laughlintown, Pa. 15655 (412) 238-2755 TITLE J0D DESCRJFTION FROM TO (Detail Work Performed)

Ho.

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-re s i_t e n t Manage C.E.C.

and 9

76 f

-onstruction Engineering perform consultations also to Duquesne Light Co.

onsultents

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l

onsultant to Duquesne QA Dept.

on Quality Assurance and Site

.ight Co. Quality Assurance-Quality Control matters l

lepcrtment i

EDUCATION ichools, Colleges, Training Coursos, (QA) etc. (General Education First)

Dutc I. c.

School and Location Degree Granted and Hajor or Title of Course Completad

, Hrs.

Employer specify

crnegic Mellon University B.S. Civil Engineering 1948

!ationel Council of Level III Inspection 5/31/75 l

5

. Engineer.

Engin -cring Exauiners

~

ENGII;EERII;G REGISTRATIO!!

S1ATES AHD CIT EXAlilHAT10;iS DISC 1PLl;E LICC;:SC HUMfERS iccistered Professional

.ngineer in the states of i

?cnnsylvanic, Chio,llow York, 4ary1cnd and West Virginia Regi:tered as Quality Control Engineer in state of California

!!EMBERSHIP In PROFESSIGHAL SOCIETIES NATIO::1.L C0:"O TTEES P F.0!. '. ! O" ~.' 50 C T Ei i *d XTCk71'ask 'CTcTiIttee of Inspection Agenci:s A.S.C.E.

A.C. I. Comni ttees 214, 304 and 311 A.C.I.

A.H.C.I. H-45-3.5 Structural Concrete & Stec1 A. S. T. !1.

member of A.C.I.

~

!!.R.M.C.A.

Coumittee 359 (ASME Sec. III, Div. 2') Cons tructi:

~

Haterials & Exce. ACI-ASME Committee on Cen:re.;

Pressure Components for Nuclear Service PUCL! CATIONS Contributing Editor - Section on Tos4 ing & Inspection "Concretc Cons truc'.i:-

Handbook" published by McGraw Hill I; cuber ACI Comuittec 311 "ACI H:nu:1 of Concrete Inspection" Publication SP-2

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PREVIOUS EXPERIENCE DETAILS Joseph F. Artuso 1948 - 1957

.Various responsibilities in' construction activities.

1957 - 1962 Application and Sales Engineering-Westinghouse Electric Corporation, Blairsville Metals Plant, Materials Manufacturing Department, Blairsville, Pa.

Application and Sales of special high strength and" high temperature alloys and castings.

1902 - 19G4 Assistent lianager Coment-Concretc Department -

Pittsburgh Testing Laboratory, Pittsburgh, Pa.

Supervised testing and inspection of concrete and building materials.

19G4 - 1969 Manager Cement - Concrete Department - Pittsburgh TestinD Laboratory, Pittsburgh, Pa.

Supervised testinD of cement, concrete, a~ggregate masonry and inspection of concrete construction.

This included supervision duties on two Nuclear Power Projects.

1969 -

April, 1974 Assistant to Vice President - Pittsburgh Testing Laborat.ory, Pittsburgh, Pa.

Supervised Quality Control on Nucleet Power Plant.

Construction including testing and inspection of concretc, rein-forcing steel, soils and structural steel.

Perform general supervisory dutics in the company, this included supervisory duties on seven Nuclear Power Projects.

April, 1974 t

to 1976 Vice President - Pittsburgh Testing Laboratory, Pittsburgh, Pa.

Quality Assurance Hanager.

P rimary responsibility covering all Pittsburgh Testing Laboratory nuclear power plant Testing and Inspection Projects.

Jen., 197G to Sept.

Director Site Quality Control Section - Responsible for 197G the establishment and implementation of the Site Quality Control Program for Duquesne Light Co. - Beaver Valley Power Station - Unit 2 (Huclear) l

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N ATION Al, COUNCIL OF GNGINEEttlNG CXAflilNCilS m

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P.O. uns !&o. Geneca. South Cas Nena 2007 G

• 1clephone (f033 C32 f*233

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July 22,197a.

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Joscah T. Artuso Laurcl I:ountain Park Re: Lcyc1 III inspectica Engineer Lsuchlinto n, Pennsylvania 15655

~ !

E 31, 1975

\\ xamination. Ly

Dear lir. Artuso:

P3 case bc edvfsed that according to the par==eters' established by the ACI-for liaelear Servicc An'd Technical C::::5 tt.cn on Concrcre Trc surn Canonent:

and at the direction of thic co::.Jttee, you are herr.by sdvired 1.hst you sucecar. fully =ct the requirc: ants of the cr.aufnation and are now clig,5bic

' ~

for certification as a Level III Tucpectf on F.nc,incer.

fict.!f en *.:131 be daccre.in.J. 5 y tha

..h date oC ymer eer15 f.:catien an:1 qu ili Joint Co r:! tree in the uent fut.re. All frrther inquiry regarding, yc ur should Lc r.:6 to th: Joint Ce=ittcu directly.

state Wry truly yours, s

.x/WGL#2.t f et;~

]a. iter Jj E:'elblu:, Jr.

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Conctruction $ngi:keering Consulte.nts gren6*/y eenin./e:nyincering

!$<.r N/. !/lenyAOnfewn..Mr. /SC55 4/2 2.114755

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CEC

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Experience Statament t

9 14ajor Clijnt Duquesnc Licht Company Beaver Valley nuclear Power Plant Unit Scono of Services:

Organized, staffed (including Construction Engineer,ing Consultant personnel), directed initial Site Quality Control Organi:::. tion.

Developed procedures to conform tc 10CFn50, 1ppendix "D",

ANST !!45 2 and I!45 2.5 Currently, Consultant to Quality Ancurance Dcphrt:::cnt and othe.r Duquen:ac Licht Ccmpar.y Departments.

Currently, Conrtruct.t en Encf ncering Co::sultants sta."f the Technical Servicca Group of 1:uquesno Licht Corp..r.;.-

S Site Quality Control under direct cupervision of the Duquesne Light Co=pany.

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• Com. s,e,~ In e, c..<.oay re m a.as Varied Scope o~f Services Other C31ents_

Gilbert Engineers United Engincurs and Conr,tructors L'ar.hington Public Pov:er Supply System

~

Sotith Carol',nc Elect:ic and Gcs Company l

Plorida Poucr Corporation I

Plcrida Power and Light Co=pany Allegheny Pouer System Oliver Tyrc:.e Corporation Pullrann-KcIlocc j

U.S.

Expsnsion Dolt d

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Statement of Services Rondered by Construction Engineering Consultants Construction Engineering Consultants. Inc. is a quality Control Engineering Company.

It offers:

(1)

Ouality Control Servi _ces for Construction Projects These conform tu applicable Regulatory Codes and Standards such as:

Appendix "B" of 10CFR50

"!!RC Quality. Assurance Criteria for Nuclear Power Plants" ANSI N45 - 2'.0

" Quality Assurance Re-

~

quirements for Nuclear Power Plants "Huclear Power Plent Com-AS!!E Section III ponents.- Div.1 & Div. 2

" Pressure Vessels" ASME Section VIII (a)

Quc'11ty' Assurance Program Development.

(b)

Quality Assurance Manual and Quality Control Procedures Preparation.

(c)

Execution of Quality Control Programs -

furnishing qualified Engineers and Lahoratory Inspectors and Techniciens.

(d)

Site Qut11ty Control Laboratory facilities.

Consultation on Cont truction Me.terials Encineerina (2)

Ana iE s - T hi s i ncWEi~i nve s ti g a ti on an 3 ~tIic s'iiTu ti on

~~

o.f construction unterial prob 1 cms.

Construction

~

materials such as concrete, structural steel, soils.

are included.

l Attached is a resume of the President of C.E.C. to illustrate This is augmented the type of experience the company possesses.

Our present experience l

by cor.pctent assistants as required.

includes furnishing the services stated above on the construction i

of Rucictr and Fossil Pcucr Plants. Industrial and Ccchiercial i

Building:.

\\

P00R BRlBlM I

I'

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ATTACHMENT NO. 3

, April 1979

(

Professional Record of Thomas J. Reading Born: July 5,1915 I

pducation 35 in Civil Engineering from Ohio University, 1936 Graduated with Migh-est Honor, 16 (with major in Civil Engineering) from Massachusetts Institute of Technology, 1939.

Additional courses in MIT Graduate School, 1940 4 1.

Job Eroerierce (in Reverse Chronolorical Order)

I f

Since retiring from U.S. Army Corps of Engineers at and of 1977, has

[

entered private practice as a Consulting Concrete Engineer.

t Twenty four years as Chief Materials Engineer for the Missouri River Division of the Corps. Responsible for materials aspects of mitipurpose dans, l

pavements, buildings sai other structures built in civil and military oon-struction. Checked quality of construction in the field, including adequacy l

of contractor quality control and Gov't. quality assurance. Made condition surveys of structures in service. Principal emphasis was on concrete, but also dealt with other materials - steel, paint, ansonry, plastics, rock, i

etc. (1953-77).

Four and one-half years as Materials Engineer on Corps Pt. Randall Project in South Dakota - a large das of concrete and earthfill construction. Respon-sible for inspection of aggregate production and concrete operations. (1949-53).

Three years as head of Corps District Iaboratory in Kansas City, Missouri.

Iaboratory included branches in soil mechanics, concrete and chemistry.

t l

(1946 4 9).

Two years as Civil Engineer for the McCloskey Company of Philadelphia, working on World War II concrete ship construction in Tampa, Florida. (1943-45).

Three and one-half years as Research Engineer for tha Portland Cement Association, working in the MIT Iaboratory. Investigated strains, stresses and c w king in concrete walls from drying, shrinkage and temperature change.

Both model and analytical studies were involved. (1939 4 3).

Two years in field survey work. (1936-38).

Other Professional Activities Fellow in ACI. Also, Member of the Board of Direction (1965-56).

s.

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Member of the Technical Activities Committee (1973-79),

which runs the technical affairs of the Institute.

I Chairman of Committee 506 which produced ACI ami ANSI Standard c.

ACI $06-66 on Shotersting, and published a symposium on the subject.

d.

Chairman of Committee 3b9 which produced ACI sad ANSI Standazd ACI 309-72 on Consolidation of Concrete.

Chairman of Committee 201 which published a Guide to Durable

~

e.

Concrete in the December, 1977 ACI Journal.

f.

Past or pr%sent member of several other technical committees.

a g.

Recipient of the Distinguished Service Award.

h.

Recipient of the Kennedy Award.

Fellow in ASCE.

i Member of ASTM. Member of Committee C-1 on Cement and C-9 on concrete Aggregates.

Member U.S. Congress on Iarge Dams.

Registered Civil Engineer.

Author of several publications.

Frequent speaker.

Recent assignments (g assignments in the United States, Canada, and Phnmaa.

Consultin most of which are still active) includes l

f Providing sulfate resistant concrete for chealcal plant in Tennessee.

a.

b.

Speaking at advanced concrete course at U.S. Waterways Erperiment Station.

Expert witness for Gov't. on a contractor's claim.

c.

l d.

Make condition survey of old Mississippi River Iack.

Prepare manual on concrete vibrators and operating procedures for L e.

vibrator manufacturer.

l i

f.

Consultant to contractor on pavement vibration research study carried out jointly with State of Kansas.

Listed in Who's Who in Engineering".

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January 1, 1979 AnACHIEN~' IIO. 4 PROFESSIONAL BIOGRAPHY Dr. Richard C. Mielenz, P.E.

Geologist and Petrographer Gates Mills, Ohio l

Office:

Route 1, Box 103, Brigham Road, Gates Mills, Ohio 44040 l

Telephone:

,(216) 423-3261.

Birth:

Dece=be r 18, 1913, Burlingame, California Elenentary Education:

Agassiz Gra:mnar School, Horace Mann Junior Righ School, and Mission High School, San Francisco, California collegiate Education:

Marin Junior College, Kentfield, California - 1931-33, Degree of Associate of Arts, 1933 (Valedictorian)

University of California, Berkeley, California - 1934-36, Degree of Bachelor of Arts (A.B.) in Geclogical Sciences, 1936 (Cu= Laude)

University of California, Berkeley, California, Degree of ~

Doctor of Philosophy in Geological Sciences, 1939.

Thesis:

Geology of the Sourheastern Part of San Beni+4 County, California Professional E=olovment:

1 1939-41 Geologist in Training, Standard Oil Company, Taft, California Training and experience in oil field practice and operation.

1941-47 Petrographer, Engineering Laboratories, Bureau of Reclamation, U.S. Departnant of the Interior, Denver, Colorado.

~

Application of petrography and geology to civil engineering, especially research and practice in testing and selection of concrete aggregates, soils and rock for engineering purposes and causes for deterioration of concrete in service.

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J 1947-50 Chief, Petrographic Laboratory, Engineering Laboratories, Bureau of Reclamation, U.S. Department of the Interior,.

i Denver, Colorado.

Practice and supervision of application of petrog-raphy and geology to civil engineering problems and materials.

1950-56 Assistant Chief, Chemical Engineering Branch, and Chief, Petrographic and Special Investigations Laboratory..

Practice and supervision of application of petrog-raphy, geology, and chemical engineering to civil engi-nearing prob,lems and materials.

1956-64 Director of Research, Master Builders, Division of American Marietta Corporation (later Martin Marietta Corporation).

y Cleveland, Ohio.

Applied research and development on concrete, mortars, and grouts and concrete-making materials, including practice and supervision of patrographic investigations.

1964-68 Vice Prd.11 dent - Product Development, Master Builders, Division of Martin Marietta Corporation, Cleveland, Ohio.

1968-78 Vice President - Research and Development, Master Builders, Cleveland, Ohio.

Applied research and development of-new products related to concrete and concrete constructions.

Private consultant to government and industry, with emphasis 1951-on petrography applied to durability of concrete, concrete-i making materials, and rocks and soils for engineering purposes.

Professional and Technical Societies:

American Concrete Institute (ACI)

Fellow President (1977-78)

Vice President (1975-77)

Member (former Chairman), Committee 114 - Research and Development Member, Committee 212 - Admixtures for Concrete Member (former Chairman), Committee 116 - Glossary of Terms in Concrete Technology.

t American Society for Testing and Materials (ASTM)

Fellow Vice Chairman, Committee C-9 on Concrete and Concrete Aggregates

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Chairman, Group I Subcommittee on Research Member, Executive Subcommittee Former Chairman, Subcommittee C09.03.08 on Admixures for Concrete Member, Subcommittee C09.01.04 on Editorial and Definitions Member, Subcommittee C09.02.02, Chemical Reactions of Aggregates in Concrete Member, Subcommittee C09.02.06, Petrography Applied to Concrete and Concrete Aggregates Member, Subcommittee C09.02.07, Pore Structure of Concrete and Concrete Aggregates Former ASTM Representative to RILEM (International Union of Testing and Research Laboratories for Materials and Structures)

Transportation Research Board Member, Committee A2E02, Durability of Concrete in Service (Chemical Aspects) '

Geological Society of Ameri:a F'ellow Mineralogical Society of America Life Fellow National Society of Professional Engineers Member l

chio Society of Professional Engineers.

Member International Unicn of Testing and Research Laboratories for Materials and Structures (RILEM)

Member Member, Committee 31-PCM, Performance Criteria for Materials Honors:

1948 Wason Medal for the most meritorious paper published in the Journal of the American Concrete Institute.

1948 Sanford E. Thompson Award, American Society for Testing and Materials for a paper entitled " Tests Used by the Bureau of Reclamation for Identifying Reactive Concrete Aggregates."

l 1951 Sanford E. Thompson Award, ASTN, for a paper entitled "Effect of Calcination on Natural Pozzolans."

l l

4-1955 Sanford E. Thompson Award, ASTM, for a paper entitled

" Petrographic Examination of Ccncrete Aggregate" 1959 Wason Meda'l for Outstanding Research on Concrete, ACI 1964 Second Stanton Walker Lecturer on the Material Sciences,

" Diagnosing Concrete Failures," University of Maryland, Silver Spring, Maryland 1966 Frank E. Richart Award, ASTM, for notable service to ASTM in the field of concrete and concrete aggregates" f

Kennedy Award, ACI, in recognition of long and Henry L.

l 1973 effective technical and administrative services to the Institute" Third Raymond E. Davis Lecturer, ACI, on " Moving the Spirit 1974 to R E D in the Concrete Industry" l

1976 Award of Merit, ASTM, "for numerous contributions to the advancement of voluntary consensus standards for concrete and concrete aggregates, and for admixtures and additions to concrete, in the course of a long and distinguished association with Committee C-9" 1977 Delmar L. Bloem Distinguished Service Award, ACI Publications:

Approximately 50 papers and articles on durability of concrete in service, testing and selection of aggregates, rocks, and soils for engineering purposes, testing and selection of admixtures for concrete, and encouragement of research and development in the.

concrete industry.

Personal

References:

Walter H. Price Consulting Engineer 3035-0.via Vista j

Laguna Hills, California 714-586-0577 Clyde E. Kesler Professor of Civil Engineering University of Illinois Champaign-Urbana, Illinois 61801 217-333-3394 Lewis H. Tuthill Concrete Engineering Consultant 4617 Cabana Way Sacramento, California 95822 916-457-9007

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~ - Donald R. Graham Supervising Materials Engineer Bechtel Corporation 50 Beale Street

' San Francisco, California 94119 415-764-6343 Robert F. Adamp Consulting Concrete Engineer 5971 Annrud Way Sacramento, California 95822

~

916-428-9121 Howard J. Cohan, Chief Division of General Research Bureau of Redlamation Engineering and Research Center Building 67, Denver Federal Canter P. O. Box 25007 Denver, Colorado 80225 303-234-3131 Milos Polivka Professor of Civil Engineering University of California Davis Hall Berkeley, California 94720 415-642-3555 James R. Wright Deputy Director Institute for Applied Technology National Bureau of Standards Building 225, Room B-ll5 Washingtory D.C. 20234 301-921-3574 John F. McLaughlin Head, School of Civil Engineering Purdue University West Lafayette, Indiana 47907 317-494-8237 Cary R. Mass concrete and Materials Engineer Harza Engineering Company l

150 South Wacker Drive Chicago, Illinois 60606 312-855-7080 David C. Dressler, President Master Builders Division Martin Marietta Corporation Lee at Mayfield l

Cleveland, Ohio 44118 216-371-5000 l

l ATTACHMENT NO. 5 Biographical Data Wertham, Albert W.

Citizenship: U.S.

Birthplace: Athens, Texas Prof. Interests: Management Industrial Engineering Management Science Statistics Quality Control Energy Development and Conservation t

f Edacation:

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Ph.

D., Mathematical Statistics, Oklahoma State University, 1954 l

M.S.,

Mathematics, Oklahoma State University, 1949 B.S.,

Mathematics, East Texas State University, 1947 l

FTporience:

Industrial i

Consultant, EDS World Corporation 1977-Consultant, Dresser Industries 1977-Consultant, Department of Energy 1977-Consultant, Aluminum Association, New York, 1975 Board of Directors, College Station Savings Association, 1973 Owner, Wide-Worth Specialty Company, 1973 Consultant, Product Founders, Inc., 1972 Consultant, Department of the Army-- Project SCAMP, 1971-1972 Board of Directors, Bank of A&M, 1969-1971 Consultant, Ling Temco Vought Electrosystems, Inc., 1970-1971 Consultant, Professional Engineering & Management Consultants, Inc.,

1970-1972 Consultant, Street, McNichols & Associates, Inc., 1970-1972

, Consultant, Department of the Army--;;ICOM. 1970 Consultant, International comput.er Graphics, Inc., 1969-1970 l

Consultant, MESCO, 1968 Consultant, DPD Manufacturing Company, 1968 Consultant, Texas Hospital Association, Austin, 1966 t

Principal Investigator, over $1,000,000 in various grants and contacts Consultant and President, General Sensors, Dallas, Texas, 1963-1964 Manager, Diode Department, Texas Instruments, Dallas, Texas 1962-1963 Manager, Long Range Planning, Texas Instruments, Dallas, Texas,1961-1962 Manager, Management Systems, Texas Instruments, Dallas, Texas 1960-1961

' Manager, Quality Assurance & Industr.ial Engineering, Texas Instruments, Dallas, Texas, 1958-1960 Chief, Operations Research, Texas Instruments, Dallas, Texas, 1957-1958 e

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f Supervisor, Weapons System Evaluation Group, Ch h e Vaught Aircraft, Dallas, Texas, 1954-1957 C==altant, Morton Foods, John E. Mitchell Gin Co., TEPCOR Texas Instruments, Inc., 1951-1957 SeniorProjectAnalyticalEngineer,ChanceVoughtAircraft, Dallas, Texas, 1951-1953 Educational Division Head, Energy Research Division, Texas Engineering Experiment Station, Texas AGM University, 1975 1976 Professor, Department of Industrial Engineering, Texas A4M University, 1972-1976 Professor and Head, Department of Industrial Engineering Texas A6M University, 1965-1972 Graduate Faculty Member, Texas A&M University, 1964-Present Associate Professor, Institute of Statistics, Texas WiM University, 1964-1965 Adjunct Professor, Industrial Engineering Dep.rtment, Southern Methodist University, 1959-1962 Instructor, Mathematics, Oklahoma State University, 1933-1954 Research and Graduate Assistant, Statistics, Oklahoma State. University, l

i 1947-1951 Governmental l

Associate Administrator for Industrial Programs and Special Assistant for Conservation and Environment Federal Energy AAministration, l

Washington, D. C., 1974-1975.

Society Memberships:

Phi Kappa Phi Sigma Xi Upsilon Pi Epsilon Alpha Sigma Eta Alpha Pi W Pi N Epsilon Society of Ingistics Engineers American Society of Quality Control-American Mathematical Association American Statistical Association.

American Society for Engineering Education -

American Institute of Industrial Engineers -

Electronics Industries Association American Ordinance Association

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Honors, Awards, Listings, and Patents:

Htable Oil 6 Refining C+y Honor lecturer,1963 Gosen as one of Top 40 Young Men of the South by University and Industrial leaders of the South,1961 Lifetime member, Eoard of Governors, Oklahoma State University t

"American Men of Science," 1967 "Who's Who in the South 4 Southwest," 1967-1968 Elected Fellow in the American Society for Quality Control Professional Engineer -- State of Texas Quality Engineer Reliability Engineer Committee Memberships and Offices:

Professional Societies Shewhart Award Comittee, 1969-1973, Gainnan American Society for Quality Control: Director, Dallas-Ft. Worth Section, 1959-1960; Chainnan, 1957-1958; Regional Director, 1959-1960; National Executive Director, 1960-1961; National Treasurer, 1962-1963; National Executive Secretary, 1961-1962; National Vice President, 1963 American Management Association Meeting on Planning, Mexico City, Principal Speaker and Co-chairman, April, 1968 EDUCCN, Institutional Representative and Board Member,1968 American Statistical Association, Northeast Texas Section, President and Organizer

• American Statistical Association, Regional Director Industrial Development Research Council, Board of Director American Institute of Industrial Engineers, Co-chairman, Program, 1969 National Convention Electronic Industries Association, Maintainability and Education 2 mnittee Inter-Institutional Program Planning Group for Technology, Southwest l

Educational Development Laboratory, Austin, Texas, 1968-1971 1

Computer Comittee, Southern Regional Educational Board Member, Legislative Comittee on Data Processing, State of Texas,1969-1972 American Institute of Industrial Engineers, Editorial Board Member, 1968-1972 Atarican Statistical Association, Applied Science and Engineering Comittee Texas A6M University Systems Engineering Comittee, College of Engineeri.ng Curriculum Comittee, Graduate College Self Study Comittee l

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Radmic Contributions:

From 1963 to present, successfully directed research efforts of over 50 Ph.D. students and over 100 master's students. (Chairman of their graduate committee.)

From 1963 to present, developed over 20 courses of graduate and under-l graduate level in statistics, quality control and industrial engineering.

Prom 1963 to present, developed two Ph.D. programs and one undergraduate l

program.

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Publications.

Quality control. Reliability. Statistics On Estimates of Variance Comoenents,*Ph.D,. Dissertation, Oklahoma A&M College, May, 1954.

"On Quadratic Estimates of Variance Components in Balanced

~

Models," The Annals of Mathematical Statistics, Vol 25, No. 4, December, 1E54.

"A Note on Uniformly Best Unbiased Estimators for Variance Components," with Franklin A. Graybill, Journal oC American Statistical Association, Vol. 51,.No. 274, June, 1956.

" Variance component Analysis" with R. B. Plusche, Joint "

Military-Industry Guided, Missile Reliability Symposium, Sept., 1956.

d Variance Components," Proceedinas

" Experimental Designs an of Twelfth Midwest Quality Control Conference, October, 1957 "AmIApplication of Variance Component, Analysis in the l

Transistor Industry," with Roger W. Anderson, Industrial:

. Quality control,, Vol. XIV, No. 9,' March, 1958.

"Only Dynamic Action Meets TI Standard," with T. E. Smith, The Marketeer, Fall, 1958.

"Anova in the Transistor Industry," Industrial Quality _ Control Vol. XVI, No. 1, July, 1959, article by H. C. Hamaker with comments by Dr. A. W. Wortham and Roger W. Anderson.

" Reliability and Quality Control'," with Lee M. Smith and T. E. Smith, Seventh Annual Aircraft and Missiles Division -

Conference, The American Society for Quality Control, November, 1959.

Practical Statistics M Exnerimental Design, with T.

E.,

Smith, Dallas Publishing House,1959.

s "A Comprehensive Training Program in Industrial Statistics,"

t American Statistical Association Journal, Vol 55, June, 1960 "An Evaluation of Qua ity Control and Quality Control Costs,"

l with Max H. Post, Proceedincs oj[ the Mid-Pacific Quality Control Conference, American Society of Quality Control, May 30 - June 1, 1960.

" Mechanization, Quality control, and Automation," with Kenneth W. Davidson and Norman S. Ince, Annual Convention

- Transactions. 1960,14th Annual Convention, May,1960 and Industrial Ouality, Vol. XVII, No. 9, March, 1961.

"A Note on Parameter Estimation Using the Cumulative Density," with W. P. Cooke, Conference Transactions of 1964 Quality Fair, October, 1964.

" Reliability Evaluation Via the Wiebull Density Minimum-I Information," with G. R. Freeman, Conference Transactions of 1964 Quality Fair, October, 1964.

"A Query on the Distribution of Ranked Observations," with H. O. Ilarticy, Technometrics, Vol. 8, No. 2, May,1966.

" Book Review of Oun11ty Control and industriel Statistics,"

Industrial Quality control, Vol. 22, No. 12, June, 1966.

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artham, Alb;rt Quality Control. Reliability'. Statisties "A Statistical Theory for PERT Critical Path Analysis,"

with H. O. Hartley, Management Scienca. Vol. 12, No. 10,

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June, 1966.

l "A Technical Note on Average Outgoing Quality," with

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J. M. Mogg, Quality Technology, Vol. 2, No. 1, Jan., 1970, pg 1-60.

" Dependent State Sampling Inspection", with J. M. Mogg, to be pub,lished in Journal g _ Production Research.

" Deferred State Sampling," Proc. of 1971 Annual Symp. on

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Reliability, R. C. Baker.

~

" optimal Test Sequencing in Independent serial Systems,"

to be published in Logistics Spectrum, R. L. Street

& H. E. Lynch.

"A Note on Exact Control Limits", International Journal of Production Research, Vol. 9, No. 1, 1971, L. J. Ringer.

l

' "A Note on the Ordering of Series Component Testing Systems", Journal of Quality Technology, october, 1971.

"A Backward Recursive Technique for. Optimal Sequential Sampling Plans", Naval Research Locistics Quarterlv, Vol. 18, No. 2, June, 1971, E. B. Wilson.

" control Via ExponentiaI smoothing",,L. J. Ringer, Logistics Review, Vol. 7, No. 32, 1971.

" Quality Control Methods", Proceedings - Management Seminar 5

on Quality control, Monterrey, Mexico, June, 1971.

" Quality control Applications", Proceedings -------

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"The Use of Exponentially Smoothed. Data in continuous.

Process Control", The International Journal g Production Research, Vol. O, 1972.

"A sequential Sampling Plan U't.ilizing Prior Lot Information",

r Jack Mogg, The Locistics Review, Vol. 7, No. 33.

" Quality Control Management for Small Lot, High Value Ithm Production", Proceedings of Seminar - Engineering Management Techniques - Tomorrow, April, 1972.

" Control Charts Using Exponential Smoothing Techniques",

Proceedinas 26th Annual Technical Conference, American Society for Quality Control, May, 1972.

"A Note on the Generation of Moments from the Cumulative Distribution", R. Misra, The Logistics and Transportation Review, 1972.

" Dependent and Deferred State Sampling Models", The Proceedings of a Symposium for Product Assurance Technologies, American Ordinance Association, November, 1972.

"A Computer Program for Plotting Exponentin11y Smoothed Averages",

Quality Technolo q, Volume 5, No. 2. G.F. Heinrich, 1973.

" Adaptive Exponentially Smoothed Control Charts", International l

Joumal of Production Research, Volume 10, G.F. Heinrich, Nana Taylor, 1974.

i l

lortham, Albert W.

Energy

" Critical Needs for the Industrial Engineer", foMW ing in AIIE Transactions, 1976.

" Position Assessment: U.S. Oil and Gas Reserves", Unpublished paper, November, 1975.

"Ihe Energy Situation: Crisis or Opportunity", Techr.ical Bulletin No. 76-1, Texas Engineering Experiment Station, January, 1976.

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Logistics Project Feasibility Analysis," Industrial _ Development and Manufacturers Record, Vol. 131, No. 4, April, 1952.

h to Training to Disaster Recovery "A Gaming Approac Planners," with R. W. Lawless and H. C. Jones, Proc.

of_ Seventh National Gaming Counc h, April, 1968.

I "A Note on Utility Functions for T.me Compression in l

Network Based Scheduling System:.," with L. R. Lamberson, j

Logistics Soectrum, Summer, 1969.

"The Simulation of Transporth; cn Networksj" with R. L.

Baker, The Journal of Systems Engineering, Vol. 1, Pages 117-129, 1969.

timhm Procurement,h with Louis Nebel and "Small Lot Op'et,i R. L. Stre The_Locistics Review, 1969.

" Innovation, Log stics and Education," National Meeting of the society of Logistic. Engineers, Proc. Society Logistics Engineers, 1970.

"Models, Mythes, and Logistics,* Proceedings 1971 S.0LE Convention.

"A Note on the Theory of Learning Curves," The Logistics and Transportation _ Review, R. B. Misra, Ti72.

" Learning considerations With Economic Order Quantity,"

American_ Institute _of_ Industrial Inqineers, A. M. Mayyasi,

" Space constraint in Inventory control," with A. M. Mayyasi, 1972.

The_ Logistics and Transportation Review, 1973.

"InOptimalStrategyforProductionTransfer",TheLogistics'and-Transportation Review, Voltane 8 No. 3, L.M. Austin, J.L. Hunt, 1973.

" Optimal Planning for Phase-Out of a Production Facility", 'the Imgistics and Transportation Review; Volume 8, No. 3, LX Austin, J.L. Hunt,1973.

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, Management,,

"Only Dynamic Act on Meets TI Standard,",with T. E. Smith,,

i The Marketeer, Fall, 1958.

"How to organize to Meet Modein Quality Demands," with T. E. Smith, Factory,' October, 19:59.

" Statistical 0 tality control," Career Develooment Activity, i Veterans Administration, Dallas Regional Office, 1959.

"Use of Statistics by Management in, Production - Marketing Decisions," with Maxk Usher and Leroy Folks, Proceedinos, I Mirketing Section_and_ Proceedings, Aq'ricultural Economics and Rural Socioloav Section, Association of Southern Agricultural Workers, 1960.

"A Decentralized Team Approach to Quality and Reliability,"

with T. E." Smith, Industrial Quality Control _, Vol. XVIII, No. 7, January, 1961.

" Management Development Through Quality Control," Industrial Quality Control _, Vol. XVII, No. 12,' June, 1961.

" Return Analysis on Equipment Payouj:," witih R. J. McNichols -

The International Journal _ g Producti'on Reseafch_, Vol. 7, No. 3, 1969.

"A Financial Planning Model for A Commercial Bank," with R. P. Beals and W. L. Meier, Jr., Proceedings of Ninth National Gaminq Council _, 1.-13, April 17-19, 1970.

."Other Income

• Patterns and Stochastic Considerations in Economic Decision Making," with R. J. McNichols, The International _ Journal _of, Production Research, Spring, 1970.

"Importance of Income Pattern In Economic Decision Making,"

with R. J. McWichols, The_ International Journal of

[

Production _Research, Vol. 8, No. 1, January, 197 { pp. 85-91.

" Comparison of Return Evaluation Techniques," with R. J.'

McNichols, The International _ Journal of Production _

a Research.

" Management Responsibility - Organizing and Planning for Quality control," Proceedings - Management Seminar on Quality control, Monterrey, Mexico, June, 1971.

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P:anninq "Plannirig is Essential to Corporate Sucq.eiss,

• New.t

. Front, April, 1961.

" Advanced Technology and Long Range Planning," Proc.

l of the IDRC Area / Industry Conference, May 14-15, 1963.

" Advanced Technology and Long Range Planning," Industrial Development, June, 1964.

" Assessment and Correction of Deficiencies in PERT," with H. O. Hartley, Proceedings of the Tenth Conference.on the Desian of, Experiments in Army Research Development and Testing, ARO-D Report 65-3, 375-400, 1965.

" PERT:

Problems to Resolve," Bulletin of the Operations Research Society of America, Vol. 13, Supplement 2, Fall, 1965, with H. O. Hartley.

" Comments on 'Probabilistic Forecasting of Manpower Require-ments'," with R. A. Lejk, IEEE Transactions on Encineerina

~

Management, Vol. Em-13, No. 2, June, 1966.

"Probabilistic Long Range Planning - Development.of e

Statistical Techniques for Forefcasting Budgetary

, Requirements for Financing, Manpower and Facilities,"

The Journal o_f, industrial Engineering, Vol. XVII, No. II,

- November, 1966.

" Introduction - PERT Scheduling and Statistics," Proceedings, Scientific Program Management, Texas A&M University, June 15-17, 1967.

" Project Cash Flow and Probabilistic Cost Determination,"

with M. J. Fox, Jr., Proceedings, Scientific ?rogram Management, Texas A&M University, June 15-17, 1967.

"The Complete Data Model - A New Approach.to the Probabilistic Forecasting of Manpower Requirements," with R. J. Lejk, Jouraal of IEEE, Vol. 15, No. 2, June, 1968.

"A Simplified University Flow Model for Planning and Enrollment Projection," Thet Logistics Rev., K. E. Russell, Fall, 1970.

" Forecasting Using Equations with Smoothed Coefficients", The Logistics and Transportation Review, Volume 9, No. 3, A.R. Geldbach, 1973 9

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" System Cost Analysis," with R. H. Gibson, Locistics Review, Vol. 4, No.18, 1968.

• A Cost P8odel for Evaluation of System Availabi No. 3, 1968.

"An Introduction to cost Modeling," Proc _. Texas Forest Producers Seminar, 1970.

"A. Cost Model for Evaluation of System Availability,"

Logistics Spectrum _,.R. L. Street, Fall, 1970.

"A Note on the Impact of Errors on Design criter "A Note on Pricing and Pooling Impacts in Inventory "An Evaluation of Throughput Time in Closed Loop operating l

systems,* Jay D. Sherman, The_. International Journal of

~

i Production _Research, Vol. 9, 1972.

"Models for Systems cost Analysis," A. W. Wortha l

l SIMEMA, Monterrey, Mexico, April,.1972.

" Production Cost and Yield Models", Proceedings World Congress Productivity Science, Bombay, India, 1973.

International "Ihe Impact of Order on Improvement of. Serial Operations", 3R. Williams Journal of Production Research, Volume 10, T.L. Webster 1974.

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d-other "A survey on Elee.tronic Analog Computer Installation,"

Electronic-

., ith L. B. Wadel, IRE Transactions on,5.

Computers, Vol. EC-4, No. 2', June, 195 w

"A Macroscopic Event Scan Method of Simu i

l "An Environmental Laboratory for Human F

. November, 1968.

i

,May, 1968.

Career Guide _,

" Industrial Engineering," pexas_ Collece a,,,n,}d,ith R. L. Street.

D. Armstrong.Co., Inc., 1969,,Pg. 328, wwith A..M.

Mayyasi, Mea.zurat People,a Industrial _ Engineering, February, 1969, pp. 52-55.

"A Laboratory t9

Guide,

" Industrial Engineering," Texas Collece and_ Career t

"New Technology and Changing Concepts i 1970.

Operations Review," U. S. Department of Agriculture, "A Note on optimal Se g ence for Searchin 1972.

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ATTACHMENT NO. 6 e

VITA Name: John Leroy Folks Birthdate: October 12, 1929

Title:

Place of Birth: Hydro, Oklahoma Professor of Statistics Chairman, Department of Statistics Director, Statistical Laboratory llome Address and Telephone Ntaber:

Office Address and Telephone Ntaber:

5 Pecan Drive 301 Mathematical Sciences Bldg.

Stillwater, Oklahoma 74074 Oklahoma State University 405-372-9585 Stillwater, Oklahoma 74074 405-624-5684 Name of Spouse: Emily Sue Folks Ntaber of Children: 4 Education:

Institution Discipline From-To Degree and Year Weatherford High School 1943-1947 H.S. Diploma 1947 Southwestern State College Mathematics 1947-1950 Oklahoma State University Mathematics 1952-1955 B.A.

1952 M.S.

1955 Virginia Polytechnic Inst.

Statistics Stamer 1954 l

Iowa State University Statistics 1955-1958 Ph.D. 1958 Military Experience:

45th Infantry Division in Japan and Korea, 1950-52. Operations Chief, 158th Field Artillery Battalion.

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Professional Experience:

Graduate teaching assistant, Oklahoma State thiversity, 1952-55.

Statistician, U.S. Naval Ordnance, China Lake, California, s6mer 1955.

e Statistician, Westinghouse Atomic Energy Division, Pittsburgh, Pena.

sumer, 1956.

Graduate teaching assistant, Iowa State University, 1957-58.

Operations Research Scientist, Texas Instruments Incorporated, Dallas, Texas, 1958-61.

Associate Professor, Oklahoma State thiversity, 1961-67.

Consultant Texas Instruments Incorporated, FederalAviationAgency,ihe Eagle-Picher Co., Pan American Petroleum Co,. Wilson and Co.

Professor, Oklahoma State thiversity,1967-present.

l Visiting Professor and Honarary Research Fellow,. University College Inndon. 1977-78 Gairman, Depart: ment of Statistics, Oklahoma State University,1969 - present Associate Editor, Technometrics, 1968-72.

Hcmors:

Oklahcna candidate for Rhodes Scholarship,1952.

Recipient Iowa State Altani Achievement Fund Fellowship, 1955-56.

National Science Fellow, 1956-57.

NSF Science Faculty Fellow, at thiversity of California, Berkeley, 1966-67.

Visiting Statistics Lecturer, 1965-66, 1967-68, 1968-69, 1975-76, 1976-77.

Fellow, American Statistical Associatial.

American Men of Science.

1 Professional Societies:

l American Statistical Associaticm.

l The Institute of Mathematical Statistics.

The Biometric Society.

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Fellow, Royal Statistical Society 9

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Professional Society Activities:

President, North Texas Chapter, American Statistical Association, 1960-61.

District Nine Representative, American Statistical Association, 1962-63.

Member Program Comiteee - DtS, Seatle, Nashington, June,1961.

Member Program Comittee, Midwestern Quality Control Conference, October,1963.

Chairman, Program Committee of Training Section, Amer. Stat. Assoc. Meeting, Ft. Collins, Colorado, 1971.

Meder Program Comittee of Training Section, Amer. Stat.,*ssoc. Meeting, Montreal, Quebec,1972.

Chairman Elect, 1973, Section on Physical and Engineering Sciences, Amer. Stat. Assoc.

Chairman, 1974, Section on Physical and Engineering Sciences, Amer. Stat. Assoc.

Member, Regional Comittee, ENAR, 1974-76.

Chairman-Elect, 1976, Section on Statistical Education, Amer. Stat. Assoc.

Meder, Board of Directors, Oklahoma Chapter, Amer. Stat. Assoc.

Member, ASA Advisory Board to the Bureau of the Census, 1976-78.

Chairman, 1977, Section on Statistical T% ration, American Statistical Association Council Representative.

l SPES Representative, ASA Council, 1978 Chainnan, ASA Council 1979.

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Publications Graybill, Franklin A. and Leroy Folks. 1957. Heterogeneity of error -

variances in a randomized block design, Biometrika, 44:276-277.

Wortham, A.W., Folks, Leroy, and 14e Smith. 1959. Variance component analysis, Transactions 1hird p 1 Technical Conference A.S.Q.C. Chemical Division.

Folks, Leroy. 1959. Analysis of quadruple rectangular lattice designs,,

Biometrics, 15:74-86.

1959. Optimal design considerations in response surface Folks, Imroy.

explorations, Transactichs 1hird Annual Technical Conference, A.S.Q.C.

Chemical Division.

Folks, Leroy and Oscar Kempthorne. 1960. The efficiency of bloeWg in incomplete block designs, Biometrika, 47:273-283.

Usher, William Mack, Wortham, A.W. and Leroy Fo,1ks.'1960. The use of statistics by management in production-marketing decisions, Proce4 dings of the Association o_f the Southern Agricultural Economics section.

f Folks, Imroy and Del West. 1961. Note on the missing plot procedure in a randomized block design, Journ. Amer. Stat. Assoc., 56:933-941.

Folks, Leroy. 1961. A critique of vendor quality rating systems, Indust.

Qual. Control, 17:10-11.

Johnson, Charles and Leroy Folks. 1964..A pwrity of the method of steepest ascent, M. Math. Stat., 35:435-437.

Folks, Leroy. 1964. Experimental design models, Journ. Grad. Research Center, l

33:26-32.

1965. Optimum allocation Folks, Leroy, Pierce, Donald and Charles Stewart.

of sanpling units to strata when there are R responses of interest, Journ.

A_me,_r_. Stat. Assoc., 60:225-233.

Folks, John Leroy and John H. BIankenship. 1%7. Indust. Qual. Control 23:495 496.

Folks, John Leroy and Charles E. Antle. 1967. Straight line regions for linear models, Journ. Amer. Stat. Assoc., 62:1365-1374.

Tonkinson, L.F., Gleaves, E.W., 1 Layer, R.H., Folks, J.L. and R.D. Morrison.

Production responses as affected by nutrient intake of laying hens, 1968.

Poultry Science, 47:32-38.

Pierce, Donald A. and J. Leroy Folks. 1969.. Sensitivity of Bayes procedurers to the prior distribution. Oper. Berearch, 17:344-350.

(

l Publications (continued)

)

Folks, J. Leroy.1969. Review of Sampling Theory by Des Raj, Journ.

Amer. Stat. Assoc., 64:1091-1092.

i Thompson, William W. Jr. and J. Leroy Folks. 1970. Some decision l

rules for establishing an opti=1 process mean, AIIE Transactionans, 2:118-121.

Folks, Leroy. 1970. Som prior probabilities on the future of statistics, Amer. Stati.q., 5:10-13.

I Littell, Ramou C. and J. Leroy Folks.

1970. On the relation between Bahadur efficiency and power, Ann. Math. Stat., 41:2135-2136.

Ke pthorne Oscar and Leroy Folks. 1971. Probability, Statistics and Data Analysis, Iowa State Press, Ames, Iowa.

Littell, Ramon C. and J. Leroy Folks.

1971. Asymptotic optimality of Fisher's method of combining independent tests,.Journ. Amer. Stat. Assoc.

66:802-806.

Folks, J. Leroy.

1971. Statistical considerations and analyses, Pro. Agri.c..

Prod. Systems and Sim. Workshop, Stillwater, Oklahoma,100.

Folks, J. Lercy. 1971. Applications of probability and statistics, Proc. NSF Smraer Ccnference on App,. Math., Rolls, Missouri, 339-366.

Littell, Ramou C.

and J. Leroy Folks. 1972. On the c wison of two methods of ccubining independent tests, Joum_. Amer. Stat. Assoc., 67:223.

Hunt, Hurshell H. and J. Leroy Folks.- 1972. An alternative formulation ~

of Bayesian tolerance intervals, Metron, 30:1-6 Littell, Ramou C. and J. Leroy Folks. 1973. Asymptotic optimlity of Fisher's method of combining independent tests II, Journ. of Amer. Stat. Assoc., 68:193-194.

Folks, Leroy. 1973. Foreward to Reliability, Maintainability, and Availability Assessment by Mitchell 0., Locks, Hayden Book Company, Rochelle Park, New Jersey.

CLhikara,Raj S. and J. Leroy Folks. 1974. Estimatiog of the inverse Gaussian distribution, Journ. Amer. Stat. Assoc., 69:250-254.

Folks, J. Leroy and Richard H. Browne. 1975. On the interpretation of the observed confiaence in certain reliability assessments, Technometrics, 17:287-290.

Chhikara, Raj. S. and J. Leroy Folks. 1975. Statistical distribution related to the inverse Gaussian distribution, Comm. in Stat., 4:1081-1091.

Folks, J. Leroy and Donald J. Docn. 1976. The use of regression equations for demonstrating reliability, Relia-Ccara. Review,1.

Chhikara, Raj S. and J. Leroy Folks.1976. Opti: mms test procedures for the mean of first passage time distribution in Brownian motion with positive drift, Technometrics, 18:189-194.

Publications (continued)

Chhikara, Raj S. and Leroy Folks. 1977. The inverse Gaussian distribution as a lifetime model, Technometrics, 19:461-468.

Folks, J.' Leroy.

1978. Review of Parameter Estimation in Engineering and Science by James V. Beck and Kenneth Arnold, Journ. ley. Stat Soc.

A, 141:260.

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