Text

Seismic/Isolation Test Rept for GE Relays & Terminal Block, Bussman Fuse Block & Microswitch Selector Switch
	ML20245C224
Person / Time
Site:	Fort Calhoun
Issue date:	04/05/1989
From:	Fikes E, Roy F, Utech T; PATEL ENGINEERS
To:	;
Shared Package
ML20245C174	List: ML20245C172; ML20245C193; ML20245C224;
References
	PEI-TR-891800, PEI-TR-891800-02, PEI-TR-891800-2, NUDOCS 8904270060
	Download: ML20245C224 (111)
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1 t ATTACHMENT 3 ,s' i l Seismic / Isolation Test Report for General Electric Relays and Terminal Block, a Bussman Fuse Block and a i Microswitch Selector Switch i for ^ Omaha Public Power District's Fort Calhoun Station Report No. PEI-TR-891800-02 \\. ~ N ( 8904270060 890419 PDR ADOCK 0500 5 P ) F T.T ' patel engineers h potel enterprises,inc. A 3400 blue spring rd. nw* suite b.3. p.o. box 3367 huntsville, olabomo 35810 5 205 859-5000 1 l J

7.- ,T Lj c. [ 4" J-3 April 5, 1989 Seismic / Isolation Test Report for General Electric Relays and Terminal Block, a Bussman Fuse Block and a Mteroswitch Selector Switch for Omaha Public Power District's Fort Calhoun Station Report No. PEI-TR-891800-02 i i I i 4-- Prepared by PATEL ENGINEERS jring Road 3400 Bice e Huntsville, alabama 35810 .c OPPD P. O. No. SO43323 Patel Job No. 8918 ) 1 potel engineers huntsville, clabama

b Report No. PEI-TR-891800-02 Page No. i f TECHNICAL DOCUMENT DOCUMENT TYPE Test Report (REPORT / PLAN / PROCEDURE) '~ DOCUMENT NO.: PEI-TR-891800-02 ~ ORIGINAL ISSUE DATE: April 5. 1989 f TITLE: Seismic / Isolation Test Report for General 2 Electric Relays and Terminal Block, a Bussman Fuse Block and a Microswitch Selector Switch PREPARATION PROJECT ENGINEER: [ N. Eugene H. Fikes TECHNICAL REVIEWS PROGRAM MANAGER: b N. u> Eu ene H. Fikes ENGINEERING VERIFIER: MU b-QUALITY ASSURANCE: Terry H.U,' tech V APPROVAL [ GROUP / DIVISION DIRECTOR: /JA# CJahfiny F J ins l F T T 1 m hNA J PEI Form No. 611 - Rev. 2/1984 ~ huntsville, clabomo

Report No. PEI-TR-891800-02 Page No. ii j 0 TABLE OF CONTENTS Page Approval Page. i ^ Table of ' Contents.. ii 1.0 INTRODUCTORY

SUMMARY

I 2.0 SPECIMEN DESCRIPTION. 2 3.0 TEST

SUMMARY

3

4.0 CONCLUSION

S. 5 6-5.0 QUALITY ASSURANCE. LIST OF TABLES Table 1. Test Program Cross Reference. 7 LIST OF APPENDICES Appendix I. Patel Test Procedure PEI-TR-891800-01 Appendix II. Wyle Test Report 40459 ~ Appendix III. Wyle NOA #1 to Wyle Job Number 40459 I l ) + FR-89-9 patel engineers s, huntsville, alobomo

b l Report No. PEI-TR-891800-02 Page No. 1 ) ee, 1.0 INTRODUCTORY

SUMMARY

This report is prepared' to doc umen t the results of seismic / i isolation testing on General Elei ric Relays and Terminal Blocks, a Bussman Fuse Block and a Microswitch Selector Switch for use in Omaha Public Power District 's (OPPD) Fort Calhoun Station. f. l The GE Type CR120BD05041

relay, EB-25 terminal block and the Bussman Type IB0002 fuse block are installed in a rigid cabinet and were therefore subjected to seismic conditions which envelop i

the floor response spectra. The testing consisted of five Oper-ating Basis Earthquakes (OBE) and one Design Basis Ear thq uake (DBE). During the seismic testing, the equipment was powered and monitored for operation. The GE Type HEA62C238X16 relay, Type HCA11J52 relay, and the microswitch Type PTKEB2381C selector swi tch were subjected to isolation testing only. The tests reported herein were performed in accordance with the req ui reme n t s of OPPD Purchase Order SO43323 and OPPD Specification ETS-001. Table 1 is a cross-reference for the t e s't procedure and test report. Details regarding the f. descriptions found in the text may be found by referencing this ta' a. m + patel engineers huntsville, clabomo

1-L t .a. Report No. PEI-TR-891800-02 Page No. 2 a I 2.0 SPECIMEN DESCRIPTION The test specimens consisted of: h-2.1 - General Electric Type CR120BD05041 Relay, 5 NO poles, 125 VDC coil. 2.2 General. Electric-Type EB-25 Terminal Block, 12 point with white marking strip, 600 volt, 30 amp. g... 2.3 Bussman Type IB0002 Fuse Block, 2 pole, 250 volt, 1/10 to 30 amp. 2.4 General Electric Type HEA62C238X16 Relay, 125 VDC coil. 1 2.5 General Electric Type HGA11J52 Relay, i25 VDC coil. 2.6 Microswitch Type PTKEB2381C Selector Switch. The GE Type HEA62D238X16 relay,. Type HGA11J52. relay, and the Mic roswitch Type PTKEB2381C selector switch were not seismically tested (per the customer). These three specimens were subjected 1 'to ci rc ui t-to-ci rc uit isolation and circuit-to-coil isolation tests as applicable per the test procedure shown in Appendix I. 'M 4 we W l s patel engineers huntsville. olabama l l

r .l - .a ~ Report No. PEI-TR-891800-02 Page No. 3 q mi I 3.0 TEST

SUMMARY

3.1 Specimen Mounting The test specimens applicable to the seismic testing were mounted in a manner which simulates their actual in-service mounting { l using the hardware supplied for such mounting (see Appendix I, page 8). 3.2 Pre-Seismic Tests and Results 3.2.1 Pre-Seismic Visual Inspection The test specimens were subjected to a visual inspection in accordance with the test procedure (see Appendix I, Paragraph j 3.2.1). During the performance of the Baseline Functional Visual l In spec tion of the GE Type HEA62C238X16 relay, it was observed that the latching mechanism located at the rear of the relay appeared out c' alignment (see Appendi x III). The OPPD representative was immediately contacted and informed of the anomaly. Patel was directed to try and re-align the latching mechanism in its proper operating orientation so that the isolation testing (the only testing applicable to this relay) could be performed. Per the direction of OPPD, the latching successfully re-aligned and isolation testing was mechanism was continued. No vi ual damage was noted during inspection of the g { remainder of the test specimens. 3.2.2 Component Level Tests All test specimens were functionally tested on a component level described in the test procedure (Appendix I, Paragraph 3.2.2). asAll testing met the criteria de fined in Appendix I, Paragraph 2.4. As stated in Paragraph 2.4.3 of Appendix I, no specific acceptance criteria was de fined for ' the "ic roswitch (PTKEB2381C), and relays HEA62C238X16/HGAllJ52. Adeq ua te isolation of these specimens will be verified by OPPD from the testing results ~ recorded in Appendix II, pages 41, 44 and 45. Details of all testing may be seen by referencing Table 1 of this report. 3.3 Seismic Simulation Tests The test specimens were subjected to five (5) OBE level tests and one (1) DBE level test in accordance with the requirements of the test procedure (see Appendix I). = potel engineers huntsville, clabama m_-____

I. (* F: w'_ Raport;No. PEI-TR-991800-02 Page No. 4 .i .y r rl- ~ GE Type CR120BD05041 Relay o During the seismic tests, one (1) N0 contact of the ' relay mc was monitored and verified not. to have contact chatter greater than 2 milliseconds. The relay coil. was energized, per the requirements Lof the test procedure, approximately. -fifteen. (15) seconds into each seismic event 'and the -contact's change of state was. verified. Following each-f seismic test run, the relay was de-energized and ~ ' contac t l-change'of state was again verified. 1 o GE Terminal Block (EB-25)/Bussman. Fuse Block (1B0002) 7 During the seismic tests, the fuse' block and terminal block were wired in series with an appropriate fuse installed in {. the fuse block (10 to 30 amps). The continuity circuit 2 passed through-the fuse / fuse block assembly and across one te rminal set of the terminal block. No electrical discontinuities of greater than 2 milliseconds were recorded. Details of the seismic simulation testing can be seen by referencing Table 1 of this test report. 3.4 Post-Seismic Tests and Results 3.4.1 Post-Seismic visual Inspection post-seismic visual The' test specimens were subjected to a inspection in accordance with the test procedure (see Appendix I, "~ Paragraph 3.5 of Appendix I). No visual damage was noted. 3.4.2 Component Level Tests Post-seismically, the GE Type CR120BD04051 relay, GE terminal block (E B-25) and the Bussman fuse block (IB0002) were functionally tested on a component level as described in the test procedure (Appendix I, Paragraph 3.4). All tests met the criteria defined in Appendix I, Paragraph 2.4. Isolation testing of the Mic roswitch (PTKEB2381 C), and relays HEA62C238X16/HEA11J52 has previously been discussed in Paragraph 3.2.2 of this test report. seen by Details of all post-seismic component level tests can be referencing Table 1 of this report. i potel engineers huntsville, alabama J )

I.o. a . Report No. PEI-TR-891800-02 i e l Page No.'5 .a' 4 L. \\l', 4.0' CONCLUSIONS I Based on the results of post-seismic testing and monitoring of the test specimens-during the seismic test, the General Electric Relays and Terminal Block, a Bussman Fuse Block and a Mic roswitch Selec tor Switch have successfully completed testine, to the levels described in the' test report (Appendix II). ll 1 l 1 l patel engineers J huntsville, aloboma l l i

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';f. Report No. PEI-TR-891800-02' Page'No. 6' 3 . e 5.0 QUALITY ASSURANCE This report has been prepared in accordance with the Pate1< Engineer's Quality Assurance Ma n ua l. All tebt equipment and. ~ instrumentation used in the performance'of this test program was calibrated in accordance with the test lab's quality assurance manual, which conforms to the applicable portions of ANSI, N45,2, 10CFR50/ Appendix B, and 10CFR21. Standards used in performing-those calibrations are traceable to the National Bureau of Standards. as l = i potel engineers huntsville, clabomo _ _3

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5f- '. }l. 1, i k 'e I.' y.p I;- (( 'f-APPENDIX I s Patel Test Procedure PEI-TR-891800-01 1' l l 1 1, patel engineers j huntsville, alobomo b

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.J' g y February 2, 1989 i Seismic Test Procedure for General Electric Relays and Terminal Block, a Bussman Fuse Block and a Microswitch Selector Switch for Fort-Calhoun Station Repor t No. PEI-TR-891800-01 1 for ~ Omaha Public Power District i 1623 Harney Street l Omaha, Nebraska i. . q 1 Patel Job No. 8918 l .) l L I ._ ~ patel engineers huntsville, alobomo ___A ..____.-.._.____--_--.m...

j-, -Ilg "i* R: port No. PEI-TR-891800-01 Page No. i- ~ TECHNICAL DOCUMENT i DOCUMENT TYPE Test Procedure (REPORT / PLAN / PROCEDURE) DOCUMENT NO.: PEI-TR-891800-01 ORIGINAL ISSUE DATE: February 2, 1989 TITLE: Seismic Test Procedure for General Electric Relays and Terminal Block, a Bussman Fuse __ Block, and a Microswitch Selector Switch for Fort Calhoun Station i! PREPARATION FROJECT ENGINEER: [,N.Ndaa > Eugene H. Fikes TECHNICAL REVIEWS

b. M h PROGRAM MANAGER:

_b ENGINEERING VERIFIER: Fr ick o. f QUALITY ASSURANCE: A Terr [W.Ute'ch I I APPROVAL l l 1-s M d 'M M CROUP / DIVISION DIRECTOR: JpnnyF.pki[ F T T ' l l VJ l lA t.. l l PEI Form No. 611 - Rev. 2/198 3 huntsville, clabama L_____--.--_--___---- b

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~- Test Procedure No. PEI-TR-891800-01 ~ "' o Page No. ii-r- a m ~ TABLE OF CONTENTS DULe. Approval Page. i t Table of Contents. ii ' 1.0 SCOPE.. 1 1.1 Objectives. I 1.2 Applicable Qualification Standards, Specifications, 6 Documents........................ I 1.3 Equipment Description.. I 1.4 Test Sequence. 2 2.0 SERVICE CONDITIONS. 3 2.1 Narmal Service Conditions. 3 2.2 Design Basis Events. 3 2.3 Safety-Related Function.. 4 4 2.4 Acceptance Criteria. 5 3.0 QUALi'ICATION PROGRAM. 5 3.1 Test Specimens 3.2 Functional Tests. 5 3.3 Seismic Qualification (De3ign Basis Event).. 7 3.4 Post-Seismic Tests. 9 q 3.5 Post-Test Inspection.. 9 10 3.6 Report 10 i 3.7 Quality Assurance. 3.8 Notice of Anomalies. 10 I 10 3.9 Photographs. LIST OF FIGURES 11 Figure 1. Equipment Responses. 12 Figure 2. Equipment Responses. Figure 3. Floor Response Spectrum. 13 Figure 4. Floor Response Spect rum. 14 15 ~ Figure 5. Relay Dimensions. = FR-89-7 patel engineers huntsville, alabama - (

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~:.. Raport No.;PEI-TR-8918GO-01 Page'No. l' " s 1.0 - SCOPE J,r ; .This document is prepared by Patel Engineers for. Omaha Public Powe r District, hereinaf ter ' referred to as the customer for the ll seismic / functional qualification of General-Electric-relays and te rminal-blocks, a Bussman fuse block, and a Microswitch selector switch for Fort.Calhoun Station. 121 Objectives The purpose of.this test procedure is-to present the approach, methodology,. philosophies, and genera 1' procedures for qualifying the subjec t items in ac cordance with.the Nuclear. Regulatory Commission's (NRC) Guidelines and applicable IEEE Standards. 1.2 Applicable Qualifi ation Standards, Specifications & Documents o IEEE 344-1975, "IEEE Recommended Practices for Seismic Qualifica tion of Class IE Equipment for Nuclear Power Generating Stations" o IEEE 384-1981, "IEEE Standard Cri teria for Independence ,f l Class 1E Equipment and Circuits." o NRC Regulatory Guide 1.100, " Seismic. Qualifica tion of Electric Equipment for Nuclear Power Plants" 10CFR50/ Appendix' B, " Quality Assurance Criteria for N ucl e ar -- o Power Plants and Fuel Reprocessing Plants" 1 o ANSI N-45.2, "Qualit y Assurance Program Req ui reme n ts for Nuclear Facilities" o ANSI /IEEE C37. 90-1978, "IEEE Standard Relays and Relay Systems Associated with Electric Power Apparatus" ETS-001, " Specification for CQE Electrical Equipment Located o in a Mild Environment" 1.3 Equipment Description The subject equipment is located in a mild environment (per the customer) and is described below: GE Type CR120BD05041 rela"y, 5 NO poles, 125 VDC coil o o GE Type EB-25 terminal block,12 point with white marking strip, 600 volt, 30 amp '~ ~ patel engineers _ } huntsville, clabama ____--__________._.__.______e___-__-________-.____.___________.---____-_____-___.__-._-.-____.m_

8 i i b-Raport No. PEI-TR-891800-01 i Page No. 2 s 5 ] to Bus sman 1B0002 - fuse. block, ' 2 pole, 250 volt, 1/10 to 30 amp 'GE. Type HEA62C238X16 relay, 125.VDC o b. o GE Type HGA11J52 relay,-125 VDC 01 Microswitch Type PTKEB2381C selector switch 1.4 Test Sequence l Since the test items are located in 'a mild environment, the seismic tes t components need. not be pre-aged. The GE Type f' CR120BD05041 relay, EB-25 terminal block, and Bussman 1B0002 fuse block will be tested per the following sequence: 2 ? o Pre-Seismic Functional Tes ts .e o Seisnic Qualification Tests o Post-Seismic Functional Tes ts The GE Type HEA62C238X16 relay, Type HGA11J52 relay, and the-Mic roswitch Type PIKEB2381C selector switch will not - be seismically tested. These three specimens will have isolation ~ test only performed. 1.4.1 Surge Withstand Test Exemption Per ANSI C37.90-1978, Paragraph 9.1, surge withstand cests apply to. static relays.. The subject' relays and selector switches utilize conventional mechanical switching mechanisms and are therefore exempt from surge withstand tests. patel engineers } huntsville, alobomo

, y V. - Report No. PEI-TR-891800-01 Page No. 3-T. 2.'0 I SERVICE CONDITIONS l 2.1~ Normal Service Conditions , The ' equipment:is located in a mild environment (per the customer) P Temperature: 40*F to 122*F ^ Humidity: 15 to 95% j Pressure: Atmosphe ric Radiation: 1x10' Rads TID Electrical ~ 3 1x10 Rads TID Electronic t 2.2 Design Basis Event

2. 2.1 -

Seismic The seismic loads anticipated for the equipment location are de fined in ETS-001. The detailed seismic requirements are as follows: Random Multifrequency: Number of OBE 's: 5 Number of DBE's: 1 OBE ant! DBE Duration: 30 seconds l Frequency Range: 1 Hz to 33 Hz L OBE and SSE Damping Factor: 0.5% See Figures 1, 2, 3 and 4. Mode: Ac tive: X Pas sive: Fail Safe: 1 .~ potel engineers } huntsville, clobomo _m.

o !f~ L' { k L+ R2 port No. PEI-TR-891800-01 j. .T Page No. 4 F ~ 2.3 Safety-Related Function The safety classification of the eq uipment is Critical Quality Element (CQE). 2.4 Acceptance Criteria 'Ihe criteria on which successful' completion of the quali fica tion program is based are as follows: ' F o Equipment functional requirements are maintained be fore, during, and af ter the test. o No malfunction of the equipment is exhibited be f ore, l

during, or after the test that would lead to transmission of improper and erroneous data.

I o Structural oc elec t rical failures compromising the 1 integrity or accuracy of the equipment do not occur. The following specific acceptance criteria will apply for the test components. 2.4.1 Relay - CE Type CR120BD05041 o Contact chatter shall not be greater than 2 milliseconds during the seismic tests. o Continuity must be present when the contacts are closed (one ohm or less). g I x. Pickup voltage - energize at 80% or less of rated voltage. o t remain energized above 80% of rated o Dropout voltage voltage. '2.4.2 Fuse Block (Bussman 1B0002)/ Terminal Block (EB-25) Equipment shall demonstrate no electrien1 discontinuities of o greater than 2 milliseconds during the seismic event. o Insulation resistance shall be 1 megohm minimum. IR shall ~ be measured for 1 minute at 500 VDC for the terminal blocks and 250 VDC for the fuse blocks. 2.4.3 Microswitch Selector Switch Type PTKEB2381C and CE Relays Type HEA62C238X16/HGAllJ52 1 o No specific acceptance criteria is applicable. Adeq ua t e isolation will be verified by OPPD from testing results. patel engineers huntsville, clobomo 0

i b R1 port No. PEI-TR-291800-01 3 Pcgo No. 5 j e l f 3.0 QUALIFICATION PROGRAM ) ! 3.1 Test Specimens r [ The test specimens shall consist of the following: o GE Type CR120BD05041 relay, 5 No poles,125 VDC coil o GE Type EB-25 terminal block, 12 point with white marking strip, 600 volt, 30 amp o Bus sman 1B0002 fuse block, 2 pole, 250 volt, 1/10 to 30 amp o GE Type HEA62C238X16 relay,125 VDC o GE Type HCA11J52 relay, 125 VDC }' o Microswitch Type PTKEB2381C selector switch i 3.2 Baseline Functional Tests a Functional tests are designed to verify that the equipment will function as required to a defined minimum level. The first thr'ee test specimens shown in Sec tion 3.1 are subjected to these l baseline tests for the purpose of seismic evaluation. The other i test specimens shown in Section 3.1 are subjected to the baseline test so that OPPD can judge the specimens' isolation abilities. I For the subject equipment, the functional tests include a visual I inspection and component level tests. I 3.2.1 Visual Inspection f' A visual inspection of the equipment shall be performed prior to each test seq ue nce. This inspection shall verify that the equipment has not received any obvious visible damage due to transportation or as a result of a test. All equipment shall be identified and tagged during the initial functional test and that tag number used for identification during subsequent inspections. Photographs shall be taken of any damage, a " Notice of Anomaly" j shall be written, and the customer shall be notified within 24 hours of the occurrence. i 3.2.2 Component Level Tests All test specimens shall be func t ionally tested on a component level. The functional tests described in the subs eq ue nt rcragraphs shall establish the performance criteria from which the ef fec ts of subsequent functional testing can be evaluated as vell as verifying initial operability prior to seismic testing. .~ j ~ ~ potel engineers huntsville, clabomo _j

7 -}. Rspor t No. PEI-TR-891800-01 Pcgs No. 6 ^ J '.. ~ 3.2.2.1 GE Type CR120BD05041 Relay c i ~~ o Pickup and Dropout Check Operational testing shall consist of a pickup and dropout voltage test. Energize the relays at nominal voltage for 30 minutes prior to tests to allow the coil to reach operating .l-temperature. The DC relay should pick up (make contact) by 3. at least 80% rated voltage. Decreas,ing the voltage, the relay should not drop out (change state) at-voltages greater than 80% of rated voltage. o Continuity verification Energize the relay. Verify continuity by placing an I ohmmeter ac ros s the NO contacts to indicate contact status (resistance). The results shall be compared with the l requirements of Paragraph 2.4. 1 o Insulation Resistance I With the relay de-energized, insulation resistance '(IR) values shall be measured between adjacent contacts, between contacts and ground and across open contacts, All IR measurements shall be taken at 500 VDC for 1 minute. Acceptance criteria is per Paragraph 2.4. o Isolation Tests Energize the relay coil at nominal voltage. Energize one N0 set of relay. contacts at 140 VDC in series with a 10 amp I resistive load. Maintain the 10 amp load for 1 minute. b-Adequate isolation from coil to contacts will be demonstrated by successful relay operation during the 1 minute period. De-energize the relay coil after de-energization of the 140 VDC/10 amp circuit. To demonstrate circuit to circ uit isolation, energize the relay at nominal voltage. Then energize one set of contacts at 140 VDC in series with a 10 amp resistive load. Measure leakage current to adjacent contacts for 1 minute. Leakage current shall be measurable to 1 milliamp. Lestage current results will be analyzed post-test. m patel engineers i huntsville, olobomo

{ 'J r LJ R2por t No. PEI-TR-891800-01 Page No. 7 1 I 3.2.2.2 GE Terminal Block (EB-25)/Busstran Fuse Block (1B0002) o Insulation Resistance (IR) Test IR for terminal block from two terminals to ground at 500 VDC for one minute. Mark the terminals A and B so that ) the same terminals may be tested both before and after the y seismic test. Compare results with acceptance criteria of Paragraph 2.4.2. 4 Test IR for fuse block from each terminal to ground at 250 .l VDC for 'I minute. Mark the tern.inals as A, B, C and D. Compare results with acceptanct criteria. 3.2.2.3 GE Type HEA62C238X16 and CE Type HGA11J52 Relays No seismic simulation test shall be performed on these items. We isolation test desc ribed below will be the only test performed. Ene rgize the relay coil at nominal voltage. Energize one N0' set of relay contacts at-140 VDC in series with a 10 amp resistive load. Maintain the 10 aup load for 1 minute. Adequa te isolation from coil to contacts will be demonstrated by successful relay ~ operation during the 1 minute period. De-energize the relay coil af ter de-energization of the 140 VDC/10 amp circuit. To demonstrate circuit-to-circuit isolation, energize the relay at nominal voltage. Then energize one set of contacts at 14C VDC in series with a 10 amp resistive lead. Measure leakage current 4 to adjacent contacts for 1 minute. Leakage current shall be measurable to 1 milliamp. 3.2.2.4 Microswitch Type PTKEB2381C No seismic simulation test shall be performed on this item. We isolation test described below will be the only test performed. Measure circuit isolation by energizing one set of N0 contacts with 140 VDC with a 10 amp resistive load, and measure the leakage current to the other contects (both NO and NC) for one minute. Leakage current shall be measurable to 1 milliamp. 3.3 Seismic Qualification 6eismic qualification of the subject equipment will be accomplished by test in accordance with OPPD Specification ETS-001 and IEEE 344-1975. The tests will demonstrate the o structural integrity of the subject items (including anchorage) and verify operability of the electrical devices. patel engineers huntsville, alobomo I

~ R2por t No. PEI-TR-891800-01 l Page No. 8 ( 1 As mentioned previously, the test specimens listed below will not be subjected to a seismic test. These items will be tested per ~ Paragraphs 3.2.2.3 and 3.2.2.4 only. o GE Type HEA62C238X16 relay j J o GE Type HGA11J52 relay Microswitch Type PTKEB2381C selector switch o i 3.3.1 Test Equipment Mounting The test equipment shall be bolted to a rigid test fixture using the mounting hardware described bele%: o CE Type CR120BD05041 relay The relay shall be mounted horizontally to a rigid structure i using two 10-24 machine screws. Recommended torque value is 15 in.-lbs. Refer to Figure 5 for relay dimensions. l 4 o GE Terminal Block (EB-25)/Bussman Fuse Block (1B0002) The fuse block and terminal block shall be mounted on a rigid structure utilizing

10-24 machine screws.

Recommended torque is 15 in.-lbs. The rigid structure shall be mounted to a shake table. 3.3.2 Electrical Monitoring o GE Type CR120BD05041 Relay During the seismic tests, one (1) N0 contact of the relay shall be monitored for contact chatter greater than two (2) milliseconds. On all OBE and DBE tests, the relay coil shall be energized af ter approximately fifteen (15) seconds into each seismic event. On OBE tests 1, 3, and 5, the relay coil shall be energized at nominal voltage. The contact's change of state shall be monitored and verified. Following the conclusion of the seismic test run, the relay shall be de-energized and change of state verified. During OBE tests, 2, 4, and DBE test 1, energization voltage shall be 80% of nominal voltage for the relay, Monitoring shall I be as de fined in OBE tests 1, 3, and 5. ~ I 1 ) ) l patel engineers huntsville, alobomo s-_

Repor t No. PEI-TR-891800-01 Page No. 9 a l i ? o GE Terminal Block (EB-25)/Bussman Fuse Block (IB0002) The fuse block and terminal block shall be wired in series j with one circ uit used to monitor continuity during the seismic event. An appropriate fuse in the range of 10 to 30 .l ) amps shall be installed in the fuse block. The continuity circuit shall pass through the fuse / fuse block assembly and across one te rminal set of the terminal block. The fuse i block and terminal blocks shall demonstrate no electrical } discontinuities of greater than 2 milliseconds during the seismic event. j Suf ficient electrical monitoring channels shall be utilized to l monitor the contact chatter. 3.3.3 Full Level Qualification Testing All seismic tests shall be conducted triaxially using Random Mul ti-Freq ue ncy (RMF) input. Each horizontal axis shall be excited separately but simultaneously with the vertical axis. The test assembly shall be subjected to five (5) Operating Basis Earthquake (OBE) level

tests, Figures 1 and 3, followed by one (1) Design Basis Earthquake (DBE) level test, Figures 2 and 4.

Each test duration shall be 30 seconds. These curves have not been broadened and contain no margin; therefore, the required response spectra shall broaden the peak +15% and increase the acceleration levels by 10%. o A visual inspection of the test specimens for any obvious visible damage shall be performed after each OBE level test. 3.4 Post-Seismic Functional Tests ~ I The functional tests of Paragraph 3.2 shall be repeated. The post-seismic tests shall be performed subsequent to the DBE. 3.5 Post-Test Inspection Upon completion of the qualification program, the test assembly shall be visually inspected for signs of obvious physical damage or deterioration. All observations shall be recorded. i i l ? I l l s ~' potel engineers I huntsville, clabama J

[ Repor t No. PEI-TR-891800-01 Pago No.10 1 3.6 Report Three (3) copies of the test report shall be issued.. These r reports describe the rationale, philosophy, methodology, and } requirements designed into the test program while providing. procedures and test results which document the program. All reports shall be prepared in accordance with the requirements of IEEE 344-1975. 3.7 Quality Assurance' All reports shall Se prepared in accordance with the test lab's Quality Assurance Mcnual. All test equipment and instrumentation to be used in the performance of this test program must be calibrated in accordance with the Manual, which shall conform to the applicable portions of ANSI N-45.2, 10CFR50/ Appendix B, and 10CFR21. Standards used in performing all calibrations 'shall be traceable to the National Bureau of Standards. 3.8 Notices of Anomaly Patel Engineers shall be notified of any test anomalies within 24 hours of their occurrence. Written notification must be received within five (5) days. 3.9 Photographs Photographs shall be taken and included in the report which show the test assembly in the seismic test set-up and the functional tes t set-up. !L E. patel engineers huntsville, clobomo

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+ I. i Rsport No. PEI-TR-891800-01 Pags No. 14
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Report No. PEI-TR-891800-01 Pega No. 15 ~ a ' 1. - 4 b CR1208 CR120BL CR1228T l STANDARD RELAY LATCH RELAY TIME DELAY RELAY d" o _ m. J[
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i 9 ' APPENDIX II i Wyle Test Report'40459. P potel engineers huntsville, clabama
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i l a SEISMIC SDRATIN TEST PROGRAM N VARIOUS DEVICES ~ t 64 FOR PATEL ENGINEERS PATEL ENTERPRISES, INC. 3400 BLUE SPRINGS ROM) SUITE B-3 B WTSVILLE, ALABAMA 35810 a nF' j.
l l
SEISMIC SIMULATION + j - l L Test Report nrra i REPORT NO. 40459-1 4essse j unraus:.% WYLE JOB NO. 40459 ] s CUSTOMER i / P. O. NO. j 2505 l ] [ M PAGE 10F PAGE REPORT 76 ho u-s. ~ MCf March 1, 1989 ~. enzr % W DATE . ~ L es t
. ~~ ) ~ "
. 4ael i ~ 4 4.;,a-t ~ eg,. ; ? *6 .' 1 r L es SPECIFICATION (S) _ l .... f - C *' jg ?lggJ 1 See References in Section 7.0 Patel Engineers, Patel Enterprises, Inc. 1.0 CUSTOMER 3400 Blue Springs Road, Suite B-3, Huntsville, Alabama 35810 ADDRESS arim s Devia s 2.0 TEST SPECIMEN 3.0 MANUFACTURER s j 4.0
SUMMARY
Various Devices, as described in Paragraph 5.1 and hereinafter called the } specimens, were subjected to a Seismic Simulation Test Program as required by the Patel Engineers' Purchase Order Number 2505 and Patel Engineers' Seismic Test Procedure PEI-TR-891800-01 dated February 2, 1989. This Seismic Simulation Test i Program was performed on February 16, 1989, at Wyle Laboratories' Huntsville, i_ Alabama, location. i The test program consisted of triaxial random multifrequency testing. The j-operation before, during, and after the seismic test program. specimens were electrically powered, as required, and monitored for functional l It was demonstrated that Specimens 1, 2 and 3 possessed sufficient structural integrity to withstand the prescribed simulated seismic environment. i The functional operability of all specimens, as specified by the Test Procedure, was successfully demonstrated. Ala. Professional Eng. Q'** "* W$*'* " * '*%*_" "yy STATE oF ALABAMA COUNTY OF MADISON Reg. No. 8256 PREPARED BY A.ALA 3. *t-D Flavous R. Johnson , 3eing ou,y,,,,n. J. R. De n g-deposes and says: The informatkm contained in this report is the result of complete (._ ""~ APPROVEDB -fff cna carseuny teein ena se to ine s knowi oos true and correct in au respects Hein ich Melinz //te / WYLE O. A. Ad 3-/049 ~ ore /ne b ceyor f M io a G. 4. Hight , and Nomry gLewie in ena sor im stete or A at serve V LABORATORIES SCIENTIFIC SERVICES & SYS MS GROUP HUNTSVILLE, ALABAMA
Page No. 2 Test Report No. 40459-1 ~ 4 4.0 Stnear (Continued) one anomaly, related to Specimen 4 (latching mechanism was misaligned), was noted during the pre-test inspection. For details, see Paragraph 6.1.1 and Notice of Anomaly No. 1. 1 Notice of Anomaly No.1, located on Page 9, documents the incident related to Specimen 4, and corrective action taken. ] Table I, located on Page 11, contains descriptions of the Seismic Test runs. Figures 1 through 4, located on Pages 13 through 16, show the horizontal and vertical Required Response Spectra. Photograph 1, located on Page 17, shows the condition of Specimen 4 as found during the visual inspection during Baseline Functional testing. 4 Photographs 2 and 3, located on Pages 17 and 18, show the Functional Test and Seismic Test setup configurations. 1 t.pptndf:: I, beginning on Page 19, conte!ns the Tert Response Spectrum plots of the control accelerometers for the Operating Basis Earthquake a,3 the Design Earthquake tests. Appendix II, beginning on Page 39, contains the pre-and post-seismic Functional Test Data Sheets, and the Isolation Test results. 'Appendix III, beginning on'Page 49, contains Instrumentation Log Sheets, an Instrumentation Equipment Sheet, and an Instrumentation Data Sheet. Appendix IV, beginning on Page 57, contains the Patel Engineers' Seismic Test Procedure PEI-TR-891800-01, dated February 2, 1989. 4 m O O e C Huntsville Facility
t ..b .~ .Paga No. 3 Test Report No. 40459-1 5.0 TEST EBQUIREBerTS The test requirements are as described in Patel Test Procedure PEI-TR-' 891800-01, dated February 2, 1989, which is contained in Appendix IV. ~ 5.1 specimes Description The Devices listed below. and hereinafter called the specimens were subjected to Functional Tests and/or a seismic Simulation Test Program as described in the following paragraphs. I Specimen Description Mounting Requirements ( ' t. 1 GE Type CR120BD5041 Relay Mounted vertically to 5 N.O. Poles, 125 VDC Coil a rigid test fixture ]- using two 10-24 machine p screws torqued to 15 inch-pounds. 2 GE Type EB-25 Terminal Block Same as Specimen 1 12-point with white marking strip, 600-volt, 30-amp 1 3 Busman 1B0002 Fuse Block Same as Specimen 1 2-Pole,.250-volt, 1/10 to 30-amp. The following specimens were subjected to Isolation Tests only and were not required to be seismically tested. Specimen Description 4 GE Type BEA62C238X16 Relay, 125 VDC I 5 GE Type HGAllJS2 Relay, 125 VDC 6 Microswitch Type PTKEB2381C Selector Switch 5.2 Acceptance Criteria The acceptance criteria are outlined in Paragraph 2.4 of the Test Pro-cedure (Appendix IV). j I >w WYLE LABORATORIES Huntsville FaclHry
Page No. 4 Test Report No. 40459-1. .4 ~ 6.0 TBST PIE 3CEDGEES AND BRBM SS ~ 6.1-Baseline Functional Test Procedures (All Specimens) The specimens, describedin Paragraph 5.1 were subjected to pre-test visual. inspections and Component Level Functional Tests, as described in L Paragraph 3.2 of Test Procedure PEI-TR-891800-01 contained in Appendix IV. Specifically, the cvnent Level Tests were performed per the following. paragraphs:- e Specimen 1 Per Paragraph 3.2.2.1 e. Specimens 2 and 3-Per Paragraph 3.2.2.2. e Specimens 4 and 5 Per Paragraph 3.2.2.3 e Specimen 6 Per Paragraph 3.2.2.4. 7, l All required operational parameters were measured and recorded. ~ 6.1.1 Baseline Fcactional Test Meeults-j- It was demonstrated that all specimens (except Specimen 4) operated within i their specified acceptance criteria. NOTE: The pre-test visual ' inspection. on Specimen 4 revealed that the latching mechanism was misaligned (see Photograph 1). Misalignment may have been a result of shipping and handling. l Notice of Anomaly No. I describes the corrective action that was takan. j Patel Engineers will address the resolution of this. anomaly separately. Following re-alignment of the latching mechanism, Specimen 4 operated as required and Component Level testing was !} satisfactorily completed. ) 2 Photograph 2 shows a typical Component Level Test setup, Data Sheets containing the recorded data of the Component Level Tests are l contained in Appendix II. [ - < ' 1 -] WYLE LABORATORIES Huntsvilla Fnellity
i Page No. 5 Test Report No. 40459-1 l 6.0 stST PROCEDURES AED RESULTS (Continued) 6.2 Seismic Test Procedures (Speci==== 1, 2 and 3 Only) Specimens 1, 2 and 3 were subjected to Seismic Tests as described below. 6.2.1 Specimen Mounting and Orientation Specimens 1, 2 and 3 were installed on a Wyle-fabricated test fixture. The mounting hole pattern for each specimen was transferred to the test fixture and #10-24 threads were drilled and tapped. The specimens were then mounted utilizing #10-24 screws which were torqued to 15 inch-pounds. The specimen / fixture configuration was placed on the Wyle Triaxial 1 Seismic Simulator such that the principal axes of the specimens were i colinear with the axes of excitation of the test machine. The test fixture was welded to the test table. I Photograph 3 shows Specimens 1, 2 and 3 mounted for Seismic testing. 6.2.2 Randon Multifr W r.cy Test Procedures Specimens 1, 2 and 3 were subjected to 30-second duration triaxial mditifrequency random motion which was amplitude-controlled in one-third l octave bandwidths spaced one-third octave apart over the frequency range of 1 to 100 Hz. Three simultaneous, but independent, random signals were used in the excitation to produce phase-incoherent motions in the 1 1 vertical and two horizontal axes. The amplitude of each one-third octave l_ bandwidth was independently adjusted in each of the three axes until the Test Response Spectra (TRS) enveloped " the Required Response Spectra (RRS) within the limitations of the test machine. The resulting table ~ motion was analyzed by a response spectrum analyzer at 0.5% damping and plotted at one-sixth octave intervals over the frequency range of 1 to 200 Hz. The specimens were subjected to five Operating Basis Earthquake (CBE) tests and one Design Basis Earthquake (DBE) test. The specimens were tested in the energized states as required per the requirements contained in the Patel Test Procedure PEI-TR-891800-01, Paragraph 3.3.2, contained in Appendix IV. ~ 6.2.2.1 Randen Multifrequency Test Results It was demonstrated that the specimens possessed sufficient integrity to ~ withstand, without compromise of structures, the prescribed simulated seismic environment. M
O WYLE LABORATORIES HuntsytHe Facmty
r c ~ Page No. 6 9 Test Report No. 40459-1 .. j m i 6.0 TEST PROCEDURES AED RESULTS (Continued) } 6.2 Seismic Test Procedures (Specimens 1, 2 and 3 Only) -(Continued) t 6.2.2.1 mar *= Multifrequency Test Results (Continued) ] Table I contains descriptions of the random multifrequency test runs. TRS plots of the control accelerometers for each OBE-level test and the l' DBE-level test (analyzed at 0.5% damping) are contained in Appendix I. 6.2.3 Electrical Power and Monitoring Procedures ] Variable electrical power between 80 VDC and 125 VDC was supplied to Specimen 1 to satisfy its power requirements during the performance of j the seismic tests. 1 Two electrical monitoring channels were provided. to monitor electrical
continuities of the specimens.
These channels were recorded; on an oscillograph recorder capable of detecting discontinuities of 2 mil' seconds or greater during the performance of the seismic tests, J h 6.2.3.1 Electrical Power and Monitoring Results It was demonstrated that the specimens possessed sufficient functional integrity to perform their operations (as monitored) within the specified requirements. No discontinuities were recorded. 6.3 Post-Seismic Punctional Test Procedures ~ The Functional Tests described in Paragraph 6.1 were repeated on those specimens which were subjected to the prescribed simulated seismic j tests. i Additionally, the specimens were visually inspected for obvious physical i signs of damage or degradation. 6.3.1 Post-Seismic Functional Test Results It was demonstrated that the specimens operated within the constraints of the Test Procedure contained in Appendix IV. All recorded operational parameters were within the specified acceptance criteria. No discernible defects were observed during the visual post-seismic inspection. id Data Sheets containing the recorded operational data of the component level tests are contained in Appendix II. G Huntsville Facility
i . ): Pags No. 7 Test Report No. 40459-1 7.0 EEFEREBCES 7.1 Patel Engineers' Purchase Order Number 2505. 7.2 Patel Engineers' Seismic Test Procedure PEI-TR-891800-01 dated February 2, 1989. 7.3 IEEE Standard 344-1975 Specification entitled "IEEE Recommended [ Practices for Seismic-Qualification of Class lE Equipment for Nuclear Power Generating Stations." 7.4 Wyle Laboratories' (Eastern Operations) " Quality Assurance Program l Manual" dated June 1988. 4 I 8.0 QUALITY J JSURANG All work performed on this test program was done in accordance with Wyle Laboratories' Quality Assurance Program which complies with the applicable requirements of Military Specification MIL-STD-45662A,10 CFR 50 Appendix B, ANSI N 45.2, and Regulatory Guides. Defects are reportable in accordance with the requirements of 10 CFR Part 21. i 9.0 TEST EQUIPMENT AND INSTRUMENTATION i All instrumentation, measuring, and test equipment used in the performance of this test program were calibrated in accordance with Wyle l ~ Laboratories' Quality Assurance Program which complies with the requirements of Military Specification MIL-STD-45662A. Standards used in performing all calibrations are traceable to the National Institute of Standards and Technology (NIST) by report number and date. When no l national standards exist, the standards are traceable to international standards or the basis for calibration is otherwise documented. l t r. WYLE LABORATORIES Huntsydle Facility I L__---_-_-----__-------------------- l
^ i, Page No. 0 Test Rsport No. 4045"- 9P l I , i E'% i I 4 +. THIS PAGE INTENTIONALLY LEIT BIANK. . f t E: n l l e m ..l, MW MBORATORIES Humsene Faciney i
i Page No. 9 M Test Repcet Co. 40459 ' ~~ tasomarcates (Eastern Operations) l ^ NOTICE OF ANOMALY '2-16-89 b NOTICE NO: P.O. N U M B L R: CONTRACT NO: O 1 2505 I CUSTOMFR: Patel EncineerS WYLE JOB NO: 40490 Jay Fikes NOTIFICATION DATE: 2-16-89 ~ NOTIFICATION MADE TO: NOTIFICATION MADE SY: VIA: D e5 CATEGORY: T SPECIMEN OPROCEDURE O TEST EQUIPMENT ANOMALY? Y' l HEA62C238X16 PART NAME: PART NO. Baseline Functionals, Visual Inspection g,o, no,
TEST, PEI-TR-891800-01 SPECIFICATION:
_ PARA.NO. 3.2.1 I REQUIREMENTS: 1 A Baseline visual Inspection shall be performed to verify that the received specimens did not incur any visible damage during transit... I I DESCRIPTION OF ANCMALY: During the performance of the Baseline Functional Visual Inspection, it was observed that the latching mechanism located at the rear of the G.E. Type HEA62C238X16 Relay j appeared out of alignment. Manual operation of the Relay confirmed this anomaly as the normally open contacts failed to close upon actuation. j t' DISPOSITION - CCMMENTS - RECOPMENDATICES: The Patel Technical Representative witnessed the anomaly and directed that the latching mechanism be realigned such that it was in its proper operating orientation. Subsequent manual operation of the Relay resulted in proper actuation; therefore, component level testing was commenced and successfully completed. NOTE: IT IS THE CUSTOMER'S RESPONSIBILITY TO ANALYZE ANOMAUES ANO COMPLY WITH 10 CFR PART 21. ~ VERIFICATION: PROJECT ENGINEER - d Wm TEST WITNESS: Jay Fikes PROJECT MAN A l/ 7 INTERDEPARTMENTM ~ REPRESENTING: Patel Engineers COORDINATION: OU ALITY ASSURANCE: "h hMM 1 of 1 Wyle Form WM 1064, Rev. JAN '85 Page (094)
k .?aca No. 10 Tsst Report No. 40459-1 m o f e o - ( 1 i i THIS PAGE INTENTIONALLY LEFT BIANK. i e 48 8 4 s 6 4 Huntsvitie Focdity
, 51. Page No. 11 Test Report No.-40459-1 . ^.. ij SBu I TEST RUN DESCRIPTIONS -i -l. INPUT ACCELERATION (g) RUN NO. TEST AXES LEVEL FBZPA SSZPA VZPA 1 RMF TRI 'OBE 0.8 1.2 0.95 l 2 RMF TRI-OBE 0.9 1.2 1.0 3 RMF TRI OBE 0.8 1.1 0.95 i] 4 RMF TRI OBE 0.8 1.0 1.1 '- 5 RMF TRI OBE 0.9 1.1 1.0 4 i I 6 RMF TRI DBE 1.3 1.8 1.5 NOTE: The test specimens were electrically cycled from de-energized to energized as applicable during each test. During Runs 1, 3 and 5, the specimen coil voltage was set at 100% of the nominal operating voltage. During Runs 2, 4 and 6, the specimen coil voltage was set at 80% of the nominal operating voltage (125 VDC). Front-to-Back LEGEND: FB = Side-to-Side SS = Vertical V = ~ ZPA Sero Period Acceleration = Random Multifrequency RMF = Triaxial TRI = Operating Basis Earthquake OBE = Design Basis Earthquake DBE = % e SD WYLE LABORATORIES Huntsville FacHity
t ?tge Mc. 12 Test Esport No. 40439-1 I 1 i i --...z.... s I f i, b 4 L THIS PAGE INTENTIONALLY LE2T BLANK. 'a ~ 4 i ~ e- ~ ~ ~ r 1 3 I i. 8 1 .e .!i r WYLE LABORATORIES Humsnue Facmey
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t . j Page No. 23 ~ Test Report No. 40459-1 ~ FULL SCALE SHOCK SPECTRUM (g Peak! I 1.00 10 8-100 0 10C00 DAMPlNG l0.'$olol 10 s I i i i I. I i i i 1 i i i i l I I I r i ! i i y 6 4 I I F' I I I I l I I I I I I ] _._4_, L 1 m.I = i I A
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Page No. 24 Test Report No. 40459-1 e._ FULL SCALE SHOCK SPECTRUM (g Peak) b 100 0 10000 1.0 0 10 DAMPING b.9/ol 10 e t 1 7 i 1 ..i _i 1, i I e j s e l l 1 3
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f 1 i 1 Page No. 2G Test Report No. 40459-1 FULL SCALE SHOCK SPECTRUM (g peak) c 1.00 10 EL 100 10000 DAMPING l0.5%l ~ 10 e 1 1 1 7 i i i_ g 1 j i. 4 i i i i r 3 4 ~ ay I I I g I I w 3.. v k 1 ,e _ 'l 6 1 t i vi i i I i, 3 ..i . i im i i i.i . 4 u 4 . 11 .!i. i . Ii .iii ...i i.. .ii. ..i 10 i.ii ,oi .o i i.. i 4 i,, 9 e r i m, i i ( l 5 I _.2.=:. 1 a. m o a Q. g I w [ T C .9 4 i g i i i ,1 i 1 i. i i: i. i, 1 i4 ii i i i, u. i i, i i i i. .,i, i i i.i. io. 6. i i i. ii. i i iu i 6. .9 i i., G.I 10 U 9 o I <e l i + r i i x.
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4 l Page No. 28 Test Report No. 40459-1 i FULL SCALE SHOCK SPECTAUM (g Peaki .1 1.0 10 100 10000 i i DAMPING l0.6%l to 3 ? 4 i c i i 4 '\\ 1 t +- -----,- -{ 2 -h-
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i* Page No. 29 Test Report No. 40459-1 FULL SCALE SHOCK SPECTRUM (g Peak) n l-1.00 10 *- 100 0 10000 o DAMPING d 10 9 ) s l I 1 l A l [ i; i I I I i i i i q i I i 4 g l } e I 4 l I l y f _I I I l { s t I I [ a I 1 1 s i I Y i 8 F 6 I l I I ie i t Ii j-jji i i ii i e i i iIi 1; i ai 3 i i eiT. e 8 7 I I iy s _ __. r. ._.._u 4 1 r I I Y I I I I g g g g i i 1 I 1 I Y I e 2mU en. I I I I eoa 1: 3 I I I I Q)g i!+ iit i_ i 6 i I i !6 jj j 3 i i 1: ii i i i i. ..i i6. 6 6i ii. 6 i i i i i ii i i go, U<e 2 7 i gg. . 1 1 i,, r r. go a e _. sa ~ 4 I I I I I t y y 4 o i 4 I i I I~ { - g i .i. i ! ~ i iii !!i; 3 i + . i t 4 i i i !.4 rif f i i 6
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3 Page No. 31 Test Report No. 40459-1 t-A 1~ FULL SCALE SHOCK SPECTRUM (g peak 3 I 1.00 10 b 100 0 10000 2 DAMPING h6%l 10 ls s l I i i , i i i .,. i. 7 1 6 4 { { 2 1 9 -t 4-1 I 1 - i i; , m . )e6_i iil+ i ie i i 6 < i ! i j Ii a i,_ !ii t!, i i e, !,L
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i l Page No. 33 Test Report No. 40459-1 FULL SCALE SHOCK SPECTRUM (g Peakl 1.0 10 0 100 b 100CO DAMPING %.$olol so. I I 1 I 1 i 1 I i j ? i i .s-p i y 1 i s. f I t 1 g _... _... -. _ _..~ ,y_.. l 8 8 I i 4 l ,6 s I 1 I ! .I. I i i 1 1 1 i i i >.i, i i iii i n. 4 . ;i i i l 1 i , i
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I ) Paga No. 34 Test Report No. 40459-1 ' -g FULL SCALE SHOCK SPECTRUM (g peak 3 1.00 10 b 100 0 10000 f a DAMPlNG lC9/ol 1 to 9 9 i i i. 1 i i i I i i. i i r i i i - 6 9 4 l r' \\r: i I r i 1 .,j m r i ? .e,, g % e ;L{ - _4 %w %.,* cs,-. 1 I l l 1 .g-g 1 1 I. T 1. i e 1 1 p y-r l' 3 1 i I iI i g, t '( I ! ! ; 4 ;_ .!!i lit i i ii i , 1 i i i;ai
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1 j Psga No. 37 Test Report No. 40459-1 3 i FULL SCALE SHOCK SPECTRUM (g Peak) ~ l 1.00 10 0 100 h 10000 4 1, DAMP!NG D6%l I 10 s e 1 i I a i i I 3 i i I II 4 ,..._r e +. g 4 + s a. _.m.. i t 1 i 1 1 1 I E i l l I i i iI iii .!l ? !Ii i [ i I I l t .iii 4} 6 !lii l I I 3 I I l1', l - ]I3 6 ! i i:, ii11 i< l i i !. !I 4 6 i i i ii i i II illi i ie
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Pcgo No. 38 i l Test Report 40459-1 FULL SCALE SHOCK SPECU.~JM (g Peak) n l 1.00 10 0 100:E 10000 l DAMPING OA% 10 t 6 i i i - r4. [, i. t i i i i 4 I. i i - i i i i t--- g h I I I g 4 t 1 1 1 1 I I I I 1 I y 4 8 I 1 ei11 si l i i i eiei i i 4 6 4 + 4 4 i ) 10 --r a i i i e e s * + ** i e i e ei i ie i ,iai il i i e i + 9 0 3 i i 4 .I i i 1 g i i i 1-i a i i ii 1 i 0 s-- w.- . ~. + -+, s i 4 = f I e I I 1 W-1 M 8 O O' y 4 E i' 1 cn 1 l r-i t c i / \\ .,i r.e s e i f. g u i --i! 4 ! i !. r . 1 1 a o 1 . t to c .v. i, o i mi .U0 10 -.gr.,Ii i i i i ii ei i e... i, 6 e i i i ii. i
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.f. l J i, Page No. 39 Test Report tto. 40459-1, l f I i i 1! 1 t-APPEEDIZ II DATE SHERTS FOR FUNCTIONAL TESTS ] i i ) 1 WYLE t.ASORATORIES i Huntsville Facility
l l ll' T'-ge No. 40 ~ Test Report No. 40459-1 . g m 4 e o l4 f, s. THIS PAGE INTDITIONAILY LEFT BLANK. ,_ f m i l s Y 4 h 4l e i Nuntsvuhr Factilty
Ptga No. 41 Test Report No. 40459-1 a .j. DATA SHEET PAGE 1 of 2 [ Customer PATEL WYLE LABORATORIES Specimen cR120B005041 Rolav Part No. Amb. Temp. Job No. 40459 00 ] ~ } Spec. Photo Report No. ~ Test Med. Start Date Feb. 16, 1989 Para. ~ c SIN Specimen Temp. GSI ~ Test Title Seismic / Post Functional i j CR120B005041 tlI S u A 1.- Off Pickup Oronout 99.foo0c 10.93 v o t l contact continuity AB O.ll o hmk cn
0. 0 6 c3 h ai S EF O.09 oh m %
_ GH C.06 ok m s IJ 0 ObehMS i l' L Isolation Test 140VDC 10 AMPS on contact EF 4 } die r o A A,0 R 4 l e Cro Amp A G L \\ micro M O H 4. l M.: t ro A A P o p e rt A W o a OK i insulation Resistance bbXJD' CD l. M b A 10 EF l. BOX 10 " AB U GH 0. L, X lo'# IJ 2.0 X JO EG 4.0 Y 10'3 4.0 A I D y.SX10" l. 9 x 10" GI AF FH
I HJ N.EllO FB 3.0 A lo" I Ul M Date: 2 '!b
~ Tested By ~ Witness Date: Notice of Sheet No. A / of 2 N kAl#A W"D Anomaly Approved O w, ., w eu..n = u
l Piga No. 42 Tast R2 port No. 40439-1 9 DATA SHEET PAGE 2 of 2 PATEL WYLE LABORATORIES Customer Sp;cimen CR120B0050A1 Relav Job No. 40a59-00 Amb. Temp. Prrt No. Sp2 c. Photo Report No. Para-Test Med. Start Date Feb. 16, 1989 SIN Specimen Temp. y GSI h / Post Functional Test Title Setemic l CR120B005041 Insulation Resistance cont. O.9 xIO'R A to end l3 B O. Q bf lO G l. 5 % 10 C ~3.0 AIO " 0 4.0 i10 v = 4.0 x10 F a H.h Y E D' ' G ( Q )( (O H l J. 9 X /O ' i a 2.2 X I D a a C U l' E M U - Date k' b Tested By ~ ~~ Witness _ Date: J 2 of N tice of Sheet No. e Anomaly Approvedb... IILAA i'l4 0 ~ .;.....u.... e
f Paga No. 43 Test Rsport No. 40459-1 .-j DATA SHEET PATEL WYLE LABORATORIES j Customer Specimen EB-25 Teminal Block 1B0002 Fuse Block Part No. Amb. Temp. Ja.b No. 40459-00 r l Spec. Photo Report No. Para. Test Med. Start Date Jan. 16, 1989 SIN Specimen Temp. ,r 1 GSI - Seismic h / Post Functional Test Title f 1 \\liSL1 A L OK EB-25 Teminal Block f Insulation Resistance 500VDC A to gnd 2.4)(10'0 2. E )( ) O
B to gnd
\\/I $ tj/A L O }< 1B000? Fuse Rinck Insulation Resistance A to gnd 0.h8 Y l0" 0. 9 >( 10 ' ' B to gnd C to gnd I 3 X /O'I d D to gnd l. A C) ;( [O I l i l b' WM Date: S 'Ib' Tested By Witness Date: of / ~ No!!ce of Sheet No. / Anomaly Approved 7-2S
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Pato No. 44 Toot R; port Na, 40459-1 DATA SHEET Customer pATEL WYl.E LABO RATORIES See Below Specimen Job No. 40459-00 Part No. Amb. Temp. Photo Report No. Spec. Test Med. Start Date Fab. 16.1989 ~ Para-S/N Specimen Temp. q GSI Functional Test Tcst Title I HEA62C238X16 Visual OK l u c ~.2 s. s ) ] Isolation Test Contact 2 Loaded 140VDC 10 Amos 4Tc Inskto% 9 4B & le;cto App 1TL l mt to AM oD 18 4 \\ *f ELfD A M A k 3Tt I Mk to A A D 3B4-. l M h to $1x,o l-) pelav Ocoration O I1I HGA11J52 Visual OK l ? Isolation Test Contact 12 Loaded 140VDC 10 Amps ] 3/5AkCDl\\AO 4 f- { +1 h.fo AM r0 54 lm:Ll0 Any 6 L I m,c to A A G l Relay Operation ON PTKEB2381 Visual Ok j isolation Test Contact 34 Loaded 140VDC 10 Amps 3 g,\\ nro %fg,;,,sto NAP,lwo Ant,l nwW,} n.s.Mg gn n. cunni o g g 7 N Tested By Date: ~ Witness Date: l N ticeof Sheet No. / \\ of / - -7.'2 -N M M9erw N l Approved Antmaly \\/ Wye f orm wn staa. ne, AM 34 a
) Pags No. 45 Test Report No. 40459-1 .]- DATA SHEET PAGE 1 of 2 Customer PATEL WYLE LABORATORIES Specimen CR120BD05041 pelav Part No. Amb. Temp. Job No. 40459-00 l Spec. Photo Report No. Para. Test Med. Start Date Feb. 155. 1989 Specimen Temp. ~ S/N GSI Test Title Seismic Pre / h Functional t CR120BD05041 \\/I.50 A L ott Pickuo Drocout I. CfD.9unc /O.4S V O C_ i I Contact Continuity AB O.01 ch m $ cn O.OSoheS EF O.00Oh45 .GH O.Ob ohm s IJ O Ofo o h m s l t Isolation Test 140VDC 10 AMPS on contact EF 4 f. Micro Ax P < Im.'cc0 A o a A G 4 l M IClO A N P H 4. I M it T O A M rO O pe R. A l ic M 0M Insulation Resistance l.9 X IO c0 R. E X IO EF !.bX ID d AB GH 2. 8 X 10 " la 3 OX10 EG 4.0 % 10" l ~ 4.0 X 10 I. 6 i lo " rH 3. 5 x 10" GT Ar O.19 x 10' 4 HJ 3.0 X 10 rB (> d - Date: S* ~ Tested By Witness Date: Notice of Sheet No. / of M Anomaly Approved 1 MA
O h*Ui.h h
) w, . w a., men w
Pcg3 N3. 46 T3st R port Ns. 40459-1 DATA SHEET PAGE 2 of 2 Customer PATEL WYLE LABORATORIES Specimen. CR120B005041 Relav l ' Amb. Temp. Job No. 40459-00 Part No. l. Spec. Photo Report No. Pera. Test Med. Start Date Feb. 16. 1989 SIN Specimen Temp. m GSI Tcst Title Seismic Pre / M Functional CR1208005041 Insulation Resistance cent. j A to end N.E 'X 10 ' O. k> l ( l o 'R ] s a 5.0%10 l c a 5.25 y 10" ] o a
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~~ Tested By Date- ~ Witness _ Date: Notice of Sheet No. Nf of 2 ,. Anomaly Approved N' T b % \\tYWW o l
L _ ,). Page tio. 47 l .est Report No. 40459-1 DATA SHEET l 1 Customer PATEL WYLE LABORATORIES Specimen EB.25 Terminal Block 1B0002 Fuse Block Amb. Temp. Job No. 40450-00 Part No. Spec. Photo Report No. Para. Test Med. _ Start Date Jan. 16. 1989 S/N Specimen Temp. GSI l Test Title Seismic Pre / Functional 1-EB-25 Terminal Block \\) ist.) A l.- O ft insulation Resistance 500VDC A to gnd 3.0)(to'o d 9 X IO'O B to end \\liS LI AL 0K 1B0002 Fuse Blnck Insulation Resistance A to gnd l.}XlO'I B to end 1.1 t l O ' # C to gnd l.1110 D to end l b6flO' C-W Date: 2
IU-N Tested By
~ Witness Date: Notice of Sheet No. / of- / ^ Anomaly Approved * ? 's knunw ~ h w, ww si.4. n 4,n a.
~ l l 0 l-Page No. 48 "( .l Test Report No. 40459-1
c e
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j. b, i.p Page No. 49 Test Report No. 40459-1 I
t f. I q 4 APPENDIX III INSTRUMElfDLTIGE IAG SHElff5, INSTEDNEREkTIGE EQUIPMENT SHEETS, Aun AN INSTRUMENTATION DATA SHEET 9 e e t "t. 4 N .4 L. WYLE LABORATORIES Huntsville Fact llty
i / e Page No. 50 j Test Report No. 40459-1 .,j a, 1 1 o 1 1 c= i 1 C3 i m f f a s THIS PAGE INTENTIONALLY LEFT BLANK. s e d om. e G e WYLE LAmonATontes HuntsvHis Festitty
4 $y. Paga No. 51 Test Report No. 40459-1 a g I [ { r 2 81 c 1 t a 6 5 e m ee f ?l z = 1 kJ E 85 e m o 8 O e 8@d 4 g g C 0 0 0 0 5 f S T ) h ~ o 7 0 0 o e e 7 ) E E 0 4 a g i 2 h $l" 'i a W A9 \\g i W li i l 8 0 a c l 55 iS m E!, if a 1 8 ,o o S 3 n a 2 e s a i E il 3 0 6 6 0 0 =* g k G y !,o i e s o N o n + w l j ,'2
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CittUI 1 1 HIGIf1 GiltIAL31D10 1864 1864-9700-00 106340 501-50f E! 25111HGI 10/93/64' 03/31/89 1 i +, 4 t .I. l 1-Thisistocertifythattheaboveinstrasentsserecalibratedusingstate-of-thearttechniquessithstandardsthosecalibrationis traceable to the lational Institute of Standards and Techulegr. / / M \\ h Q.l. A 7'86 / i ?-
m 7sga No. 34 Test Report No. 40459-1 INSTRUMEllTATION SQUIPMENT SiiEET nI g 1 JAft: 02/16/89 J03 E!Hi 10(59-40
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!0 Dill SHILLf IfLE8 !!!GI1 1005110I1 CALDit! CALXI = 1 DIG 171 !LCII 10$01 060164 10H18 10037-100f .03% 02/25/38 32/24/89 2 DIGIfi lidti ff 24869343 101824 DC .31 01/12/89 01/12/90 3 Pill SUPPLY LAEEDA LE120 013H0 011394 120fDC .111IG 11/21/88 05/19/89 ( PWISCPPLY ILIICO IP-660 I/1 104321 -20+20fDC 51LIllitG 11/21/88 05/19/89 s5 ACCEL IElfC0 1704100 NTS 100852 itGST/10tGSI 55 02/08/89 05/09/89 6 FCIL IIDifC0 f?H-100 N30 100H5 ItGST/10!GSI 51 02/08/89 05/09/89 L T ACCIL IEffC0 7704-100 BGil 100420 IIGST/10!GSI 51 02/08/89 05/09/89 8 f0BQUIWillCI DIIS$tt IECAL Il 100939 36IILB $1 12/13/88 06/09/89 9 ARPLCHIGI IIHiC0 2721 BI34 092382 1-10H1 51f 02/08/89 08/07/89 10 ARPLCHIGt IIDITCO 2721 It35 092383 1-10HI 51f 02/08/89 08/07/89 ] 11 1HPLCHAIGE IIDifC0 2721 Et32 092380 1-10H3 51f 02/08/89 08/07/89 i 12 CI&tGIPWI IEITCO (2211 1835 092901 1500 55 02/08/89 08/07/89 l 13 OSCILLOSCOPE fitfl0lII 213 31(91 000227 DC-!EH 31 10/06/88 04/04/89 1 14 !!COIDTAPI I/I (020 1132 100306 DC-(OIC .5H 02/02/89 05/03/89 15 1HPLGALia 805tfitLL 76GA-500 1213 096567 G113 21 09/14/88 03/13/89 16 OSCILLOGDPI ICI!!IILL 1508 15-733 09Hf3.1-80ll/ SIC 2%LII!!fL 11/16/88 05/15/89 17 AIALTItt SPICft1L DTI 13231 45 096765.1II TO 10HI .5DB 02/14/89 08/11/89 18 IIIITEtH0lf SPICftiL M I 13192 43 096766.111701001 .5DI 02/1(/89 08/11/89 l 19 I-fDISPLif SPICftALDil 311 435 096767 121108SCItti 11LII 02/11/89 ' 08/11/89 4 20 I-fIIC0Ett I/P 7045B 2164 102373.5-10f/II .2!!S 02/13/89 05/12/89 .j 11 NALII/LOFIL. WAftft! 852 1290722 100710 100H1 .5DB 02/1(/89 H/11/89 ,1 22 STITI!S!!!! IllD 1975 19717 095(77.5H TO 10011 ($ 08/29/88 02/2(/89 13 SfifttSIZII IllD 1975 197-15 095363.5H TO 100H (1 02/13/89 08/11/89i !( Sf! Tits!!!! EllD 1975 I/A 100187.5H TO 100H (1 08/26/88 02/22/89 15 11C01Df1PI filC I-71 160555 102052 DC-50IC II 12/05/88 06/02/89 .s J This is to certify that the above instruments sere calibrated using state-of-the art technitnes eith standards those calibration is t traceabletothelaticialInstituteofStandardsandtechnolery. bcix 3bM3 IISf!CEHfif!CI .hs+c Jh P,F CrtCrIDaitCiti!Dsr ..i. 6 C / M M - < S / L --~ -
) 0 4 N s k / r J a m e R I T in f ) g E ) ) ) E I H g I L / I v E n I u m S T I A R ( P A ) ) pu ) T in t ) e f ) g 7 S ) A ) D o o oI I g l I a g o o / I i o v x nu m o o o N I a I R i l l l I O r T IT is x p. A mh A oC C T N 98 E B E A A R M F A C C E 6 H H A G 1 ta C G U c B S V I o R e L F S T R taD TS s w s N lt m e n oV R I q A 0 0 0 0 tr k 2 esP 0 7 7 8 n 4 i q 1 1 1 1 1 1 l le o e w v p o la a H GT 4 5 6 7 S IE Ml l p h e mC A B A 7 8 9 R .o B N M r 5 0 8 e leN 7 3 1 d cI r cS J J G WR c A B B B ce l.
W. i c= Pace No. 56 -' l Test Report No. 40459-1 i -9 .i I e 1 9 1 l m 1 i 1 THIS PAGE INTENTIONALLY LEFT BLANK. - I s. { 9 9 J S 0 e O 9 WYLE LABORATontas Huntsvtus Fecatity O c
7 1g. I j- ~ Page No. 57 Test Report tio. 40459-1 ir. ' 8 l APPENDIX IV t PATEL TEST PROCEDURE PEI-TR-891800-01 1 I 1 .e 1 v:. m
9.
.,i e I~ 4., W W 0 WYLE LABORATORIES Huntsville Facility e -____.____i___..____-______...-.________.-___m_-_-______-__.._m___-
r.. ~. Page No. 58 Test Report No. 40459-1 c a c ) c l o ( '( CD i 1 ' t 1, THIS PAGE INTDITIONALLY LEFT BIANK. Y b e 8 e Huntamine Facility C
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l Page No. 59 ~ Test Report No. 40459-1 l" February 2, 1989 i Seismic Test Procedure for General Electric Relays and Terminal Block, I a Bussman Fuse Block and a I Microswitch Selector Switch 4 for Fort Calhoun Station Report No. PEI-TR-891800-01 a 4 .i for Omaha Public Power District 1623 Harney Street Omaha, Nebraska Patel Job No. 8918 m )..' potel engineers huntsville, clobomo
i Paqa No. 60
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Test Report No. 40459-1 Repor t No. PEI-TR-891800-01 Page No. i I i) lt TECHNICAL DOCUMENT DOCUMENT TYPE-Test Procedure (REPORT / PLAN / PROCEDURE) PEI-TR-891800-01 ,i DOCUMENT NO.: l ORIGINAL ISSUE DATE: February 2, 1989 ~i Seismic Test Procedure for General Electric { TITLE: Relays and Teminal Block, a Bussman Fuse Block, and a Microswitch Selector Switch .for Fort Calhoun Station n PREPARATION (,N,Ndam ; PROJECT ENGINEER: F. Eugene H. Fikes ) I TECHNICAL REVIEWS [. M. h,as I PROGRAM MANAGER: i Eu ene H. Pikes Di A d b ENGINEERING VERIFIER: QUALITY ASSURANCE: Ter7W.Ute'ch l } APPROVAL i n P r +,/ M GROUP / DIVISION DIRECTOR: !) FT T ' i > W' 1 PEI Form No. 611 - Rev. 2/198 hotel engineeri. huntsville, clabomo
.m_---._-___._- t. e'.J,_ Paga Mo. 51 ^ , Test' Report No. 40459-1 Tes t Procedure No. PEI-TR-891800-01 Page No. ii 8 4 4 I. I TABLE OF CONTENTS Page Approval Page. i Table of Contents........ il 1.0 SCOPE............................. 1 1.1 Objectives............. *........... 1 1.2 Applicable Qualification Standards, Specifications, & Doc ume n t s...... 1 1.3 Equipme n t De sc ription................... 1 1.4 Te s t Seq ue nc e............ 2 2.0 SERVICE CONDITIONS............ 3 h 2.1 Normal Service Conditione................'. 3 2.2 Design Bas,is Events.................... 3
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.2.3. Safety-Related Function.... 4 i 2.4 Acceptance Criteria... 4 g . 3.0 QUALIFICATION PROGRAM..................... 5 l I 3.1 Te s t S pec i me n s...................... 5 3.2 Functional Tests...... 5 3.3 Seismic Qualification (Design Basis Event)........ 7 3.4 Post-Seismic Tests...... 9 3.5 Post-Test Inspection..... 9 10 3.6 Report. 10 3.7 Quality Assurance.. 3.8 Notice of Anomalies............... 10 10 3.9 Photographs.......... LIST OF FIGURES ~~ Figure 1. Equipment Responses..................,.. 11 Figure 2. Equipme n t Res pons es.................... 12 Figure 3. Floor Response Spectrum.. 13 Figure 4. Floor Response Spectrum... 14 Figure 5. Relay Dimensions...... 15 FR-89-7 patel engineers hunhsville otobomo ) i e meme --_.___m.____.______2____._m._____.. _____________m____u____m __._._m_ _, -_,_._____.__, _ _ _______ _... _,. ___ _,_ _ _, _. _. _ _ _ _ _ _ _ _. _ _ _ _ _. _ _ _ _ _.. _ _ _ _ _
'3 m i ~ Pags No. 62 Tact Report No. 40439-1 ,c Report No. P8:1-TR-891800-01 .Page No. 1- . c i 1 1.0 SCOPE ) This document is prepared by Patet Engineers for 0maha~ Public-1 ~ Powe r Dis tric t,. hereinaf ter. referred to as the customer for the ~ 9 seismic / functional qualification of General - Electric relays and terminal blocks, a Bussman fuse block, and a Microswitch selector ] l switch for Fort Calhoun Station. 1.1 Objec tive s The purpose of this-test procedure is to present the ' approach, methodology,- philosophies, and general procedures.. for qualifying - the subject items in..accordance with the Nuclear ' Regulatory Commission's. (NRC)' Guidelines and applicable IEEE Standards. 1.2 Applicable Qualification Standards, Specifications & Documents ] i o IEEE 344-1975, "IEEE Recommended Practices for Seismic Qualification of class. LE Equipment for Nuclear Power Generating Stations" .j IEEE 384-1981, "IEEE Standard Criteria for Independence of-o - Class 1E Equipment and Circuics." o NRC Regulatory Guide 1.100, " Seismic Qualification of Electric Equipment for Nuclear Power Plants" 10CFR50/ Appendix B, " Quality Assurance Criteria for Nuclear o Power Plants and Fuel Reprocessing Plants" q. o ANSI N-45.2, " Quality. Assurance Program Requiremen ts for Nuclear Facilities" o ANSI /IEEE C37. 90-19 78, "IEEE Standard Relays and Relay Systems Associated with Electric Power Apparatus" ETS-001, " Specification for CQE Electrical Equipment Located o in a Mild Environment" .1.3 Equipment Description The subject equipment is located in a mild environment (per the customer) and is described below: GE Type CR120BD03041 relay, 5 NO poles, 125 VDC coil o o GE Type EB-25 terminal block, 12 point with white marking strip, 600 volt, 30 amp patel engineers huntsville, olabomo
3 J. Paga No.'53 ~~' Test Report No. 40459-1 ~' e Repor t No. PEI-TR-891800-01 Page No. 2 E o j~ o Bussman 1B0002 fuse block, 2 pole,- 250 /olt, 1/10 to 30 amp i o CE Type HEA62C238X16 relay, 125 VDC l' o GE Type HCA11J52 relay, 125 VDC j..',. Microswitch Type PTKEB2381C selector meitch o !,j 1.4 Test Sequence Since the-test items are located in a mild environment, the } seismic test components' need not ' be pre-aged.' The GE Type CR120BD05041 relay, EB-25 terminal block, and Bus sman 1B0002 fuse block will be tested per the following sequence: I -l f' o Pre-Seismic Functional Tes ts o Seismic Qualification Tests o Post-Seismic Functional Tests The GE Type HEA62C238X16 relay, Type HCA11J52 relay, and the Mic roswi tch Type PTKEB2381C selector meitch will 'not be ~ seismically tested. These three specimens will have isolation test only performed. 1.4.1 Surge Withstand Test Exemption Per ANSI C37.90-1978, Paragraph 9.1, surge withstand tests apply to static relays. The subject relays and selector switches utilize conventional mechanical switching mechanisms and are thereford exempt from sarge withstand tests. \\ \\ 1 I L' potel engineers huntsville, clabama
'l f Ptga.N3. 64 Test R: port Ns.1 0459-1 4 ,(" .e Report.No. PEI-TR-891800-01 Page No. 3 'c 2.0 SERVICE CONDITIONS 2.1 Normal Service Conditions The equipment is located in a mild environment (per, the customer) ..I Temperature: 40*F to 122*F 7' Humidity: 15 to 95% Pressures Absospheric '~ 3 Radiation: 1x10 Rads TID Electrical 1x10 Rads. TID Electronic .. g ).~ 2.2 Design Basis Event 2.2.1 Seisste The seismic loads anticipated for the equipment loca tic.1.are ' de fined - in ETS-001. The detailed seismic requirements are' as j follows: Random Multifrequency: .' i Number of OBE's: 5 l Number of DBE's: 1 5 OBE and DBE Duration: 30 seconds Frequency Range: 1 Hz to 33 Hz 3 1 OBE and SSE Damping Factor: 0.5% ~ See Figures 1, 2, 3 and 4. Mode s Active: X l Pas sive: e-Fail Safe: .J patel engineers huntsville, cloboma 0 a
~ Pcg3 No. 65 i Tast R port No. 40459-1 )*l 8tepor t No. PEI-TR-891800-01 4. p,g, 3,, 4 l i ( 2.3 Safety-Related Function The safety classification of the equipment is critical Quality Element (CQE). [ '.',' 2.4 Acceptance Criteria 1-The 'eriteria on which successful completion of the qualifica tion id program is based are as follows: j.- 8: il o Equipment functional requirements are maintained j before, during, and af ter the test.
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No malfunction of the equipment is exhibited before, lr during,. or after the test that would lead to trannission of improper and erroneous data. o Structural or elec trical failures compromising the . ?.b, integrity or accuracy of the equipment do not occur. The following specific acceptance criteria will apply for the ~ . ; j-test components. '2.4.1 Relay - CE" Type CR120BD05041 o Contact chatter shall not be greater than 2 milliseconds during the seismic tests. o (,,t Continuity must be present when the contacts are closed (one
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i ohm or less). I ;j b, j _, Pickup voltage - energize at 80% or less of raced voltage. l. o remain energized above 80% of rated o Dropout voltage g 4 voltage. l_ i 2.4.2 . Fuse Block (Bussman 1B0002)/ Terminal Block (Es-25) ' I[
f.j Equipment shall demonterate no electrical discontinuities of o
greater than 2 milliseconds during the seismic event. --i r o Insulation raciscance shall be 1 megohm minimum. IR shall } be measured for 1 minute at 500 VDC for the terminal blocks and 250 VDC for the fuse blocks. n b 2.4.3 .Microswitch Selector Switch Type P11tEB2381C and GE Relays Type HEA62C238X16/HGAllJ52 L o No specific acceptance criteria is applicable. Adequa t e isolation will be verified by OFFD from testing results. IL i~ potel engineers huntsvliht, clabama m l
'R l PCg3 Ns. 66 ,l Tast R: port Ns. 40459-1 e Report No. PEI-TR-891800-01 l Page No. 5 1 3.0 QUALIFICATION PROGRAM 3.1 Test Specimens The test specimens shall consist of the following: e o CE Type CR120B005041 relay, 5 N0 poles, 125 VDC coil o GE Type EB-25 terminal block,12 point with white marking m strip, 600 volt, 30 amp o Bus sman IB0002 fuse block, 2 pole, 250 voit, 1/10 to 30 amp s o GE Type HEA62C238x16 relay, 125 VDC. 1 ~' o GE Type HCA11J52 relay, 125 VDC o Microswitch Type FTKEB2381C selector switch 3.2 Baseline Functional Tests Functional tests are designed to verify that the equipment will s function,as required to a defined minimum level. The first three test specimens shown in Section 3.1 are subjected to these ba'seline tests, for the purpose of seismic evaluation. The other test specimens shown in Section 3.1 are subjected to the baseline test so that OPPD can judge the specimens' isolation abilities. For the subject equipment, the functional tests include a visual j inspection and component level tests. ~ 3.2.1 visual Inspection A visual inspection of the equipment shall be performed prior to each test seq ue nce. This inspection shall verify that the equipment has not received any obvious visible damage due to transportation or as a result of a test. All equipment shall be identified and tagged during the initial functional test and that tag number used for identification during subsequent inspections. Photographs shall be tWken of any damage, a "Notic e of Anomaly" shall be written, and the customer shall be notified within 24 hours of the occurrence. 3.2.2 Component Level Tests All teer. specimeos shall be functionally tested on a component level. The functioaal tests desc ribed in the subseq uent paragraphs shall establish the performance criteria from which the effects of subsequent functional testing can be evaluated as .i well as verifying initial operability prior to seismic testing. ~ potel engineers huntsville, clabomo C
?f' <J-, PEgo No. 67 Tsst Rsport No. 40459-1 Report No. PEI-TR-891800-01 Page No. 6 3.2.2.1 CE Type-CR120BD05041 Relay-o Pickup and Dropout Check Operational' testing shall consist of a pickup and dropout voltage test. Energize - the relays at nominal voltage for 30. minutes prior to tests to allow the coil to - re ac h operating temperature. -The DC relay should pick up (make contact) by a^ at least 80% rated ' voltage. Decreasing the voltage, the relay should not drop out (change state) at voltages greater - .j than 80% of rated voltage. I* continuity Verification o t . I, I.] Energize the relay. Verify " continuity by placing an- - k ohameter ac ross the NO contacts to indicate contact status
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(resistance ). The esults shall be compared with the l [.~ requirements of-Paragraph 2.4. c '- o Insulation Resistance e.
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I With the relay de-ene rgized, insulation resistance (IR) value s shall be measured between adjacent contacts, between contacts and ground and across open contacts. All IR l~; measurements shall be taken at 500 VDC for 1 minute. b; Acceptance criteria is per Paragraph 2.4 I i o Isolation Tests [ Energize the relay coil at dominal voltage. Energize one NO ,4 set of relay contacts at-140 VDC in series with a 10 amp ' l'F' resistive load. Maintain the 10 amp load for 1 minute. I Adequate - isolation fr om - coil to contacts will. be demonstrated by succes s ful relay operation during the 1 minute period. De-energize-the relay coil after de- ~ U. energization of the 140 VDC/10 amp circuit. ) .To demonstrate circuit to circuit isolation, energize the I p', relay at nominal voltage. Then energize one set of contacts at 140 VDC in series with a 10 amp reaistive load. Measure leakage current to adjacent coneacts for 1 minute. Leakags h-current shall be measurable to 1 milliamp. Leakage current l results will be analyzed post-test. l
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t 4 G Piga N3. 68-T3st Rsport No. 40439-1 L Report No.~ PEI-TR-891800-01 ~ ~ Page No. 7 e i-3.2.2.2 'CE Terminal Block (EB-25)/Bussman Fuse' Block (180002) o Insulation Resistance (IR) Test IR for tertsinal block from two terminals to ground at 50 0 VDC for one minute.- Mark the terminals-A and B so that P the same terminals may be tested both be fore.. and after.the i seismic-test. Compare. results with acceptance criteria of Paragraph 2.4.2. Test IR for fuse block from each terminal to ground at-250 s VDC for-1 minute. Mark the. terminals as A, B, C and D. ' Compare results with acceptance criteria. 9 .3.2.2.3' CE Type HEA62C238x16 and CE Type HGA11J52' Relays l' i No seismic simulation test shall be performed on these items.
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.g. i. The isolation test desc ribed below will be the only test i 0 performed. {*~I, Energize the relay coil at nominal voltage. Energize one No se t' .] of relay. contacts at 140 VDC in series with a 10 amp resistive - . g, load. Maintain the 10 amp load for 1 minute. Adequate isolation ~ r-from coil to con tac ts will be demonstrated ' by successful relay operation during the 1 minute period. De-energize the relay coll af ter de-energisation of the 140 VDC/10 amp circuit. To demonstrate circuit-to-circuit isolation, energize the ~ relay- ) at nominal voltage. - Then energize one set of contacts at 140 VDC in series with a 10 amp resistive lead. Measure leakage current to adjacent contacts for 1 minute. Leakage current shall be measurable to 1 milliamp. 3.2.2.4 g eroswitch Type PTKEB2381C i No saisisic simulation test shall be performed on this item. The J + isolation test described below will be the only test performed. Measure cir.uit isolation by energizing one set of NO contacts with 140 VDC with a 10 map resistive load, and measure the. leakage current to the other contacts (both NO and NC) for one minuts. Leakags current shall 1e measurable to 1 milliamp. 3.3 Seismie Qualification seismic qualification of the subject equipment will be I accomplished by test in accordance with OPPD Specification ~ ETS-001 and IEEE 344-1975. The tests will demonstrate the structural integrity of the subject items (including anchorage) and verify operability of the electrical devices. potel engineers .{ huntsvillet, clabama .g
f -Ia f ["' Paga No. 69 ] e-Test Report No. 40459-1 j
l Report No. PU-TR-891800-01
) Page No. 8 se 1 5 t I i As mentioned previously, the test specimens listed.below will not ^ be subjected to a seismic test. These iceas will be tested per Paragraphs 3.2.2.3 and 3.2.2.4 only. =- o GE Type HEA62C238X16 relay ~ o GE Type HGA11J52 relay o Microswitch Type PTKEB2361G selector switch I !. 5 3.3.1 Test Equipment Mounting 4, The test equipment shall be bolted to a rigid test fixture using the mounting hardware described below: GE Type CR120BD'05041 relay. I',.. o I. The relay shall be mounted horizontally to a rigid structure using two 10-24 machine screws. Recommended torque value is ]j l [* 15 in.-1bs. Refer to Figure 5 for relay dimensions. ~ t ', GE Te,rminal Block (EB-25)/Bussman Fuse Block (1B0002) o .r-The fuse block and terminal block shall be mounted en a '~ rigid structure utilizing
10-24 machine sc rews.
Recommended torque is 15 in.-lbs. The rigid structure shall be mounted to a shake table. "',{ 3.3.2 Electrical Monitoring t... o GE Type CR120BD05041 Relay r-l~- During the sdsuic tests, one (1) NO contact of the relay shall be monicond for contact chatter geester than two (2) milliseconds. On all Obt and. DBE teste, the relay coil J shall be energized af ter approximately fifteen (15) seccads -L-into each seismic event. Ou OBE tests 1, 3, and 5, the relay coil shall be energized at nominal voltage. The centact's change of state shall be moni t orr.d and verified. [j [ Fo11twing the croclusica of tha seismic cost rue, the relay shall be de-ecergized and change of state verified. During OBL tests, 2, 4, and D88 test 1, energization voltage shall , " h.: ~. be 80% of nainal voltage for the relay. Moniterins sh411 be as de fined in OBE tests 1, 3, and 5.
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4 pag 3 N3. 70 T;3t R port Ns. 40459 q Repert No. PEI-TR-891800-01 'I 7 Page No. 9-9 t -w o GE Terminal Block (EB-25)/Bussman ruse Block (180002) - De fuse block and terminal block shall be ' wired in ' series with one. circuit used to monitor continuity. during the ] seismic event.- An appropriate fuse in the range of 10 to 30 i' amps 'shall be installed in the fuse block. De continuity + circuit shall pass through the: fuse / fuse block assembly..and m across-one terminal set of the terminal block. The fuse j block and terminal blocks shall demonstrate no elec t rica l - ( ' discontinuities of greater than 2 milliseconds during the seismic event. } l 9-j j Suf ficient electrical monitoring channels shall be utilized to. i monitor the contact chatter. l ,l s~ '3.3.3 Full Level Qualification Testing j-i -~ All seismic. tests shall be conducted triaxially using Randon 7) '~ Multi-Frequency (RMF) input. Each horizontal axis shall be ~f. -excited separately but simultaneously with the vertical axis. De test s'ssembly shall be subjected to five (5) Operating Basis ~ Earthquake (OBE) level tests, Figures 1 and 3, followed by one 'I ~ (1) Design Basis Earthquake (DBE) level test, Figures 2 and 4. Each test duration shall be 30 seconds. -These curves have not been broadened and contain no margin; therefore, the required i 2 . response. spectra shall broaden the peak +15% and increase the acceleration levels by 10%. 1 . A visual inspection of the test specimens for any obvious visible damage shall be performed af ter each OBE level test. ' - e. 3.4 Pcest-Seismic Functional Tests p ~ 2e functional tests of Paragraph 3.2 chall Se repaated. The post-seismic tests shall be performed subsequent to the DBE. s. 3.5 gs2 Test Inspection Upon c3mp1'ocina of the qualification program, the test asser.bly l : I shall be visually inspected for signs of obvious physical damage or deterioration. All observations shall be recorded. i. m o ~ potel engineers huntsville, clabama .a C L - - - _ - - _ -__ - -
P193 N3. 71 Test Rsport No. 40459-1 7 4- -Report No. PEI-TR-891800-01 3 Page No. 10
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9* ~ 3.6 Report ~~ j Three (3) copies of the test report shall be issued. These I reports desc ribe the rationale, philosophy, methodology, and requirements designed into-the test program while providing procedures .an d test results which document the program. All reports shall be prepared in accordance with the requireme n ts of l IEEE 344-1975. 3.7 Quality Assurance a All reports shall be prepared in accordance with the test lab's Quality Assurance Manual. All test equipment and instrumentation to be used in the performance of,this tes t program must be l calibrated in :accordance with the Manual, which shall conform to I the applicable portions of ANS1 N-45.2, 10CFR50/ Appendix B, and 10CFR21. Standa rds used in performing all calibrations shall be traceable to the National Bureau of Standards. 3 L; 3.8 Notices of Anomaly j Patel Engineers shall be notified of any test anomalies within 24 hours of their occurrence. Written notification must be received within five (5) days. ,p 3.9 Photographs A , [' Photographs shall be taken and included in the report which show . U the test assembly in the seismic test set-up and the functional test set-up. s L i 3!* u i I 1 a l '. ( l potel engineers huntsville, clabomo e a 4 -__m__.
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F e { Ptg3 N3. 76 Tost R2 pert UD. 40453-1 , a Report No. PEI-TR-891800-01 Page No. 15 C e CR1205 CR120SL CR122ST STANDARD PELAY LATCH RELAY TIME-DELAY RELAY c .bL Mhl w ..m -Q c,6 .n.ca E N .Q4 % m.<:: 5, cat ay g Tan = mats % a 4 y ,EFTA_ j co=e.cr U,--. E S(1 E_,EM d v( I g'n"' s so + i w...., yfe-- .,. e = M g ,,, u, .I """*ats t,n$9L't" { _2._._ g g g m e .'n m J'= { a a ee e g ,J_..' ra= sets rom wason l, l , ___a No 80 Scatws u _ 2. yo, g, go,,, sm0NT WWW TOP yew l N Q *" g y-M < caisos,casseet ans catarer w ch n ,* YwD I f =.m a.m'.. - i i o n:: c:m 5. ] t.i L===r=:=. gi, ~ .,g. ,:ll :i [* i.__aq A.-.g. m_ . i -- - m -a e uos vnous aw emoufv1w \\ g l l 9 MGr.ME 5: Eetsy Dimensiens i !j potel engineers huntsville. clobomo ci a
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i' j ~ ~ APPENDIX III Wyle NOA #1 l i I potel engineers huntsville, clabama
1 ^ ' ' ' NOTICE OF ANOMALY 2-16-89 s 1 2505 NOTICE NO: P.O. N U M B ER: ceurg,c7 yo; WA CUSTOM ER: patel Engineers WYLE JOB NO: 40450 NOTIFICATION MADE TO: Jay Fikes NOTIFICATION DATE: 2-16-89 Jim Dearman [ NOTIFit;.ATION M ADE BY: VIA: Verbal l. DATE OF CATEGORY: XO SPECIMEN O PRocEcuRE O TEST EQUIPMENT ANO M ALY-2~10'09 I# EEA62C238X16 PART NAME: PART NO. TES7: Baseline Functionals, Visual Inspection i.D. NO. SPECIFICATION: pEI-TR-891800-01 p A R A, n o,
3.2.1 REQUIREMENTS
A Baseline visual Inspection shall be performed to verify that the received specimens did not incur any visible damage during transit... 1 DESCRIPTION OF ANOMALT: During the performance of the Baseline Functional Visual Inspection, it was observed f that the latching mechanism located at the rear of the G.E. Type REA62C238X16 Relay appeared out of alignment. Manual operation of the Relay confirmed this anomaly as the normally open contacts failed to close upon actuation. l DISPOSITION - COMENTS - RECOP9tENDATIOBS: The Patel Technical Representative witnessed the anomaly and directed that the latching mechanism be realigned such that it was in its proper operating orientation. Subsequent manual operation of the Relay resulted in proper actuation; therefore, component level testing was commenced and successfully completed. NOTE: IT IS THE CUSTOMER'S RESPONSIBILITY TO ANALYZE ANOMAUES AND COMPLY WITH 10 CFR PART 21. VERIFICATION: PROJECT ENGINEER' "N ~ Jay Fikes PROJECT MANA 2~O" TEST WITN ESS: INTERDEPARTMENTM REPRESENTING: Patel Engineers COORDINATION: ~ OUALITY ASSURANCE: aim % W M'M f wpe Form wM toes, Rev. JAN '88 1 of 3 (094) Page I}}

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3.2.1 REQUIREMENTS

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