View source for TXX-6421, Interim Deficiency Rept CP-85-19 Re Generic Values for Conduit Span Calculations.Initially Reported on 861021. Conduit & Conduit Support Sys Currently Undergoing 100% Design Verification.Next Rept to Be Submitted 870812

{{Adams
| number = ML20210C388
| issue date = 04/30/1987
| title = Interim Deficiency Rept CP-85-19 Re Generic Values for Conduit Span Calculations.Initially Reported on 861021. Conduit & Conduit Support Sys Currently Undergoing 100% Design Verification.Next Rept to Be Submitted 870812
| author name = Counsil W, Keeley G
| author affiliation = TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC)
| addressee name = 
| addressee affiliation = NRC OFFICE OF ADMINISTRATION &amp; RESOURCES MANAGEMENT (ARM)
| docket = 05000445, 05000446
| license number = 
| contact person = 
| document report number = CP-85-19, TXX-6421, NUDOCS 8705060175
| document type = DEFICIENCY REPORTS (PER 10CFR50.55E &amp; PART 21), TEXT-SAFETY REPORT
| page count = 2
}}

=Text=
{{#Wiki_filter:. . _
i                                                                                        M                                              Log # TXX-6421 F9 File # 10110 903.I1
                                                                                         =    =                                         Ref: 10CFR50.55(e) nlELECTRIC
  ,                                                                                                                                       April 30, 1987 I m uruve ike f>rn. lent b
U. S. Nuclear Regulatory Commission ATTN: Document Control Desk Washington, DC 20555

==SUBJECT:==
COMANCHE PEAK STEAM ELECTRIC STATION (CPSES)
DOCKET NOS. 50-445 AND 50-446 CONDUIT SUPPORT SPANS SDAR:   CP-85-19 (INTERIM REPORT)
Gentlemen:
On October 21, 1986, we notified you by our letter logged TXX-6017 of a deficiency regarding the use of a nonrepresentative sample in determining generic values for typical conduit span calculations which we deemed reportable under the provisions of 10CFR50.55(e). This is an interim report to provide additional technical information involving the deficiency and to status corrective actions implemented to date.
As previously noted in our letter logged TXX-6046, the deficiency involves previous design requirements and documents for safety related conduit and conduit supports for Units 1 and 2. Specifically, the deficiency concerns the yield stress (Fy) used to justify the span calculation reflected in the previous design.
During the Independent Assessment Program (IAP) conducted by Cygna, two major comments were noted on the derivation of the conduit allowable stress, a) The allowable stress values vary with the nominal size of the conduit. Using vendor test data (three to four tests for each size) the design specified the lowest yield stress or an imposed minimum yield stress value (33KSI) to obtain i                    allowables for each conduit size. The issue observed by Cygni questioned the different allowable stress for each size and the lack of justification for the imposed minimum yield stress.                                                                                                                          I b) The conduit used in CPSES installations is supplied by Triangle PWC and fabricated in accordance with ANSI C80.1, which contains no request for material conformance. Considering the supplier only processes and does not manufacture the material used in the conduits, and no certification is provided with the conduit as a rule, the test data represents only a general sample of conduit.
i 8705060175 870430 PDR                                                                                                                                           /I 8          ADOCK 05000445                                                                                                                      l pg 400 %rth Olne Ntect i .it Mi tulias, inas 75201 1
_   ._   _.       - ~-_ _ -.- - __._,.. - _._.-                 .-_    , _ . _ _ . -      , . , . _ _ _ , - . - . . , . - _ . _ . -                       , . - - . _ -

i                   TXX-6421 I      . April 30, 1987 Page 2
;                     These observations resulted in a concern that, in the event of a postulated i
seismic event, Category lE conduits, which did not meet the required design criteria for yield stress, could have failed in a manner adverse to plant safety.
Our current engineering effort is intended to assure the final basis for the conduit " yield stress" meets the criteria specified in the FSAR.
An expanded sample of available material test reports (MTR) for all conduit sizes i                     has been reviewed. This review has indicated the number of MTRs used to establish
;                      the yield stress in the original design was too limited, and that the use of the j                      lower test yield stress per conduit size is inappropriate. Based upon the
;                     completed evaluation of an expanded MTR sample, the design documents, 2323-SI-0910 for Unit 1, and 2323-S2-0910 for Unit 2, are currently scheduled for revision by l                    July 31, 1987. At that point, additional corrective measures will be defined if l                     required.
)                     The conduit and conduit support systems are currently undergoing a 100% design verification. In addition to this deficiency, the cumulative effects of all CPRT l                    design, construction and quality issues related to these systems are being evaluated per SDAR CP-85-34.
I We anticipate submitting our next report on this issue no later than August 12, 1987.
i Very truly yours, j                                                                                                                                       /                      11d 4
W. G.       unsil By:         ,
G. S. Keeley                   -                        ~
3l                                                                                                                                  Manager,Nucleart.ich'ing                              s i                     JCH/mlh c - Mr. E. H. Johnson, Region IV Hr. D. L. Kelley, RI - Region IV Mr. H. S. Phillips, RI - Region IV
!i i
I i
     .-   - _ _ - - , . . . - . . ,                         . . - - . ,                                   _ , , - . , _ , - _ _            - - , , . . .       - - - , - , , . . - . . _              . -}}