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. SAG CPS-4/86 - I g
Q EBASCO SERVICES INCORPORATED Specification for Dynamic Test of Cable Tray Hanger System For Comanche Peak Steam Electric Station I l i l l l l l l PREPARED l REVIEWED l APPROVED I l PAGES l [ l REVISION l BY l BY l BY l DATE l AFFECTED 1 i l I I i l i I i 1 l l l R0 l Z T Shi l R Alexandru I G Kanakaris I 09-30-85 l l l l l I I l l l l l l l l l l R1 l Z T Shi l E Odar l G Kanakaris l 12-31-85 l All pages l l 1 1 I I I I i 1 l l l 11,1,3 to 91 l R2 I Z T Shi l R Alexan(ru- I E Odar 1 03-31-86 l 11 to 14, I l l l l l l 19,36,38 tol I . I I I I I 40,42,45,461 1 I I I I I 50,56,57,611 l l l l l to 68,70,711 l l l l l 73,74 to 76l l I I I l l 79 to 82, I l l l l l l Change CP4 l l l l l 1 l to CPS l l l l 1 1 I l l l l l l l 1,11, all l l R3 l Z T Shi l E Odar C Kankkaris 1 04-21-86 I pages from l l l I l l l l l to 16 l l j .I l g/, ,* I l except 1,6,1 l l y'Jd l ' l[
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l l 15&l8,37,391 I I I i I I 41,42,60 col 1 1 1 I I I 71 1 EBASCO SERVICES IN(X)RPORATED a
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Ebasco Specification - Project Identification
- Dynamic Test of Cable Tray Hanger System No. SAG CP5 4
O Table of Contents Sections g l I. Introduction 'l II. Scope of Work 4 III. Purchaser Supplied Items 5 IV. Test Plan 7 lR3
- 1. Test Set-Up 7
- 2. Seismic Input Requirement.
- 8
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- 3. Test Sequence and Method 9
- a. Resonant Freo.;ency Search 9
- b. Seismic Test 10
- c. Seismic System Behavior Test 10 lR3
- d. Fragility Test 10
- 4. Test Measurement 11
- a. Resonant Frequency Search 12
- b. Seismic Test 12
- c. Seismic System Behavior Test 13 lR3
- d. Fragility Test 14 V. Data Processing 14
- 1. Resonant Frequency Search 14 I 2. Seismic Test 14
- 3. Seismic System Behafior Test 16 lR3 4 Fragility Test 17 lR3 VI. Test Report Requirement 17 VII. Quality Assurance Requirement 18 l Attachment 1 19 lR3
- 1. Unbroadened Response Spectra curves 19 1
- 2. En"velope Response Spectra Curves for All Euildings 4
of Interest Attachment 2 36 Reference Document O 4 i
- 1232R
Ebasco Specification . Project Identification Dynamic Test of Cable Tray Hanger System No. SAG CP5
.a .
Table of Contents (Cont'd) l l Sections g l Attachment 3 38 Division of Responsibility ; Attachment 4 42 Test Specimens Attachment 5 74 Tray Clamp Details IR This specification consists of a total of 71 pages. lR T r e i e ii 1232R l .
Ebasco Spacification Project Identification Dynamic Test of Cable Tray Hanger System No. SAG CP5 I. Introduction Hangers of safety-related cable trays in a nuclear power plant are classified as Seismic Category I Structures. They are designed or design verified to safely withstand the dynamic effects of the ,
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postulated seismic events combined with the effects of other applicable concurrent loadings in accordance with the requirements delineated in CPSES-FSAR (Reference 4). I The seismic input requirements for the design of Seismic Category I Structures, in general, are represented by a set of response spectra I curves, which are generated with an appropriate damping value at the mounting locations of the hanger structure. The amplitude of the spectra, representing the spectral acceleration values, generally decreases with the increase of spectral damping
, values. This reduction is very significant at the frequencies corresponding to the peaks of the spectra. Due to this relationship, the magnitude of spectral damping values directly affect the magnitude of seismic responses considered in tray-hanger system design or verification. In order to avoid an overly conservative design of the system, while meeting its safety requirements, realistic damping values used in the analytical assessment of the installed cable tray-hanger system may be selected such that they adequately represent the
, mechanism of energy loss associated with the structural system during the occurrence of the seismic event. This is generally done for cases where damping values other than those specified by Reg.1.61 are found to be more appropriate. Damping values, in terms of percent of critical damping, are used in the analytical approaches for design or evaluation of cable tray systems under the effects of vibratory loads lR2 and represent the total anticipated damping of any cable tray system undergoing vibratory motion.
The a' mount of the damping in a vibrating cable tray-hanger system is attributed to a great extent to the energy losses from: 4 1 1232R
Ebecco Specifientien Proj:ct Idcntificatien Dynamic Tast of Cablo Tray Hangar Systsu Ns. SAG CP5 l I. Introduction (Cont'd)
- a. Friction and impact due to relative movement between cables and tray, and between cables themselves during the earthquake vibration.
- b. Friction due to slippage and rotation in the connections between hanger and cable tray and the joints of cable tray assemblages.
- c. Internal friction, which occurs within the material of structural members during the vibration, generating loss of mechanical energy through occurrence of hysteresis loops.
The total amount of energy loss, which directly affects the damping, depends on the amount of cables in the tray system, type of connections used for cable tray hangers system and stress levels in the system resulting from the postulated seismic events. lR3
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Analytical development of an equivalent system damping value is virtually impossible for a system as complex as cable tray-hanger system. These damping values can generally be accurately established, however, as a result of an actual shake table test of the cable tray-hanger system. This specification outlines the basic requirements of the dynamic shake table tests to be performed on selected configurations for determining realistic damping values for the existing cable tray-hanger system; other dynamic characteristics, such as frequencies and mode shapes of the test configurations selected from the actual l installed cable tray systems, as well as dynamic structural behavior of various components, as described later. As such the tests should I either:
- a. verify that the 4% damping for OBE and 7% damping for SSE events, as used in the design, are appropriate for the welded steel cable tray hangers installed for Conanche Peak Project application, or lO
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i Ebraco Specifientien Proj:ct Idcatificatica Dynamic Test of Cable Tray Hagger System No. SAG CP5 - m I. Introduction (Cont'd)
- b. Provide justification for the applicability of higher levels of damping that could be used for tray-hanger systems.
- c. Provide measurement data to be used for correlation with lR3
- analytically predicted system response.
i In addition, the tests should also provide sufficient data to assess other concerns, such as: . l
- a. The tray clamp slip behavior under the effects of postulated
; seismic event.
- b. Behavior of trapeze leg (posts) of configuration 6 with respect to l dynamic buckling to support TUGCO's position that buckling of l s trapeze type posts is not a credible failure under postulated l I seismic events. -
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- c. Provide information on cable tray structure system behavior under I a 5 OBE and 1 SSE events according to SRP 3.7.3.
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- d. Provide information on additional seismic nargins in the cable l tray systems by amplification of the SSE input to fragility levels.
The test results are primarily intended for the Comanche Peak SES Unit No.1 project application, however, they may also be applied to the Unit No. 2 of the project, with proper justifications, as may be l required. Dynamic testing of cable tray systeus is one of several test programs which comprise DSAP VIII.d of the Comanche Peak Response Team (CPRT) action plan for design adequacy verification of civil / structural system ! at th'e Comanche Peak Steam Electric Station (CPSES). The Testing lR2 Laboratory, ANCD Engineers, Inc. will perform the tests under direct lR3 t s 3 1232R
Ebrsco Specific tion Projset Idsutifientien i Dynamic Tsst of Cable Tray Hang 2r SystGm No. SAG CP5 I. Introduction (Cont'd) contract with TUG 00 in accordance with all applicable Quality Assurance requirements. Division of responsibility and interfacing of the various parties is schematically described in Attachment 3. 1 Specific and detailed test requirements to meet these objectives shall l be provided in writing by the Purchaser (or his authorized l representative) and shall be incorporated into the test plan to be l prepared by AN00. This document, when fully approved, will serve as lR3 , the official test plan for the cable tray hanger test program. When l required, revision may be made to the test plan, provided full approval l is granted. l II. Scope of Work l l
, This section describes the scope of work which shall be provided by the Testing Laboratory, ANCO Engineers, Inc., for the performance of all necessary tests.
j ANCO Engineers Inc. shall:
- 1. Prepare detailed seismic test plan in accordance with the lR3 requirements of this spec >fication, and all pertinent industry
, standards, codes, and all regulatory guides applicable to these tests. This plan shall be submitted to TUGC0 for review and lR3 l acceptance prior to test.
- 2. Assemble the test configurations from the material furnished by the TUG 00, provide all necessary instrumentation to measure and record the required test data and provide all cable required for lR2 the tests. lR3 t
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Ebraco Specifiestien Projict Identificctica.
;- Dynamic Tsot of Csble Troy Hangir Systsu Ns. SAG CP5 II. Scope of Work (Cont'd)
- 3. Prepare milestone schedule for the test activities and individual
- tests, and submit it to TUGC0 for review and acceptance. lR2 1 4. Perform modification of test fixtures, as required, to accommodate test configurations and objectives.
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- 5. Perform resonant frequency search and the seismic tests and monitor and record all necessary data which shall be used to determine the dynamic characteristics and to establish the
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realistic system damping value of the test configurations. , I 6. Perform seismic system behavior tests and fragility tests and lR3 2 j monitor and record all necessary data to adequately reflect the lR2 l I dynamic behavior. , px 1
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- 7. Process raw test data, and recommend a realistic damping value for various configurations and motions.
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- 8. Prepare test reports, and submit to TUGC0 for review and lR2 acceptance.
I III. Purchaser Supplied Items TUGCD shall supply all tray hangers selected for the test and also lR2 i
- provide the cable tray with all connection hardwares.
A total of six (6) different test configurations will be provided to lR3 ANCO for their test use., These test configurations are briefly described in the following sections and are also shown in Attachment 4
- of this specification.
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Eb2 co Sp;cificatien Proj:ct Idcatificatica Dynamic T:st of C blo Tray Hang 2r Systoa N2. SAG CP5
.n III. Purchaser Supplied Items (Cont'd) g
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- 1. Test Configuration' 1 ,
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This test configuration consista of a tray-hanger system utilizing four transverse trape::e hangers of th in p1mne bracing, and one longitudinal hanger with out-of plane bracing. The hangers are spaced at 9'-0", with tray sections cantilevering out at both ends of the configuration by approximately 2 feet.' 12" nominal tray size and 24" nominal tray sizes are used on top and bottom tier respectively. Other details of this configuration 9 are shown in Attachment 4.
- 2. Test Configuration 2 .
s This tes! configuration consists of 4 transverse trapeze hangers without 174 plane bracing, and one longitudinal han6er, with.out-of lR2 plane bracing at 9'-0' apart. Except for hanger geometry, this configuration is similar to Configuration 1.
- 3. Test Configuration 3 ,
This test configuraton cocsists of a tray-hanger system utilizing
. SP-7 hangers (fout' without bracing and one with longitudinal bracing) spaced at.spproximately 9'-0". One 24" tray is usad in this configuration.
- 4. Test Configuration 4 -
This test configuration consists of a trsy-hanger system utilizing 4 3 L-shaped hangers and 2 trapeze hanger with both in plane and I out-of plane bracings, spaced at approximately 9'-0". One 24" lR2,
't ray is used in this configuration, with a 90' vertical bend at
. O one end. ,, 6 'e , 1232R
d I.bstco .Sp2cificatica Proj:ct Idcntifiestica j Dynamic' Tast of C:ble Tray Hangar Systco Ns. SAG CP5
.t III. Purchaser Supplied Items (Cont'd) ;
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- 5. Test Confinuration 6 R3 ;
i This test configuration is selected for the purpose of Testing l } posts with K1 ,in excess of 200. In order to achieve such high l K1, with the height limitation of the test fixture the vertical lR2 i posts of the hangers are reduced to C4 x 7.25 shapes. l The longitudinal support similar to the support 1 of configuration 1 is used plus two transverse supports of trapeze type hangers with { l in plane bracing.
- 6. Teat Configuration 7 lR3 s
This configuration is similar to test configuration No. 2 except l ] that a one 90* horizontal bend is included at the f ar end of the lR2 run from the longitudinal support. l I i ! IV. Test Plan R3 The' Testing Laboratory shall submit a detailed Test Plan describing lR3 ] test set-up, seismic input motions, test sequence and test measurement in general accordance with the requirements of this specification for { , Purchaser's review and acceptance. lR2
- 1. Test Set-Up i
Some of the parameters of the test configurations, described
- i. earlier, will be varied during the tests in order to establish the effect of cable fill and boundary conditions on the expected j r:esults. First and third test configurations will be tested with
! different cable loadings per tray at 10%, 30%, 50%, 75% and 100%
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Ebacco Specificatien ' s Proj:ct Identification Dynamic Test of Cable Tray Hanger System No. SAG CPS - IV. Test Procedure (Cont'd) .
- 1. Test Set-Up (Cont'd) t increments of the maximum specified dead load, plus (without 'l R3 thermolag) cable loading of 35 lbs/sq ft. p, Y
s If the test data clearly indicates that the results (realistic lR2 damping values) are not sensitive to the cable fill increments, the tests on remaining configurations will be performed at the 10%, 50% and 100% maximum specified cable loading. lR3 The above specimens of each test configuration will be tested with a simulated moment resisting boundary conditions. Each test specimen shall be assembled in accordance with the lR2 procedures used by the construction forces at the CPSES . (Reference 5), using the test specimen drawings included in Attachments 4 and 5. Cable bundles shall be tied to the tray using nylon tie wraps at distances simulating actual installation practice, but not to exceed 6'-0" between tie wraps. The Test Iaboratory shall verify that each test specimen is assembled in accordance with the drawings and that all connections are properly tightened before each test, and shall, after recording the damage, replace any cable tray elements damaged in order to be able to continue and complete the battery of test indicated for each specimen.
- 2. Seismic Input Requirement ,,
- a. Seismic and Fragf.lity Test IR3 i
The input motions characterizing"the seismic effects on cable O, tray-hanger systems of CFSES Unit No.1, are represente1 by '
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Ebraco Specificatica Proj2ct Idsntificatien
- Dynsmic Tast of Cablo Tr:y Hang 2r Syst:0 Ns. SAG CPS IV. Test Procedure (Cont'd)
- 2. Seismic Input Requirement ,
9 unbroadened response spectra curves developed at 41 damping for OBE and 7% damping for SSE. These curves represent the envelope spectra of all floors of all buildings of interest, for each of three soil conditions (provided in Attachment 1). lR3 The laboratory is to develop shake table time histories such I that their test response spectra (TRS) are similar to the l frequencies and amplitudes of excitation in the spectra lR3 provided. 'l
- b. System Behavior Tests lR3 g The envelope design spectra provided in the Attachment 1 for l
/r all soil condition shall be used for the system behavior test. l t
The laborstory is to develop shake table time histories of lR3 motion such that their test response spectra (TRS) envelope l the spectra provided. l
- 3. Test Sequence and Method
, For each test specimen the Testing laboratory shall perform the tests in general accordance with the test sequences and their associated methods described below.
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- a. Resonant Frequency Search
- 1. Perform a random white noise input motion test and/or alternative procedures to determine the resonant lR3 l frequencies of the test specimen.
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Eb:sco Specific 2tica Proj1ct Idantifientien Dynamic Test of Cable Tray Hanger System No. SAG CP5
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IV. Test Procedure (Cont'd) >
- 3. Test Sequence and Method (Cont'd)
- 11. The predominant frequencies (first few modes) shall be verified by a sinusoidal input motion test such that the dynamic characteristics of the test specimen can be l determined. lR3
- b. Seismic Test (Response Determination) . lR2
- 1. Type of Motion Each test specimen shall be subjected to the earthquake vibrating motion effects of OBE and SSE events respectively i
which are represented by a set of required response spectra . curves as described in Section IV.2 and provided in Attachment 1. lR3 ii. Duration - Each test specimen shall be subjected to the duration of 30 seconds for OBE and SSE events respectively, which l I composes of three sets of 10 seconds motion corresponding lR3 to three soil conditions. l ,
- c. Seismic System Behavior Test lR3 Af ter completion of the Resonant Frequency Search and the Seismic test described above, a seismic system ebhavior test lR3 of the last test specimen by applying 5 consecutive OBE events followed by one SSE event shall be performed.
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- d. Fragility Test Af ter conclusion of the se'ismic qualification test (Section IV.3.c), the same test specimen will be sidjected to the fragility test in order to establish the ultimate geismic 10 -
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E k sco Specificatica ProjIct Idcutificatica Dynamic Test of Cable Tray Hanger System . No. SAG CPS IV. Test Procedure (Cont'd)
- 3. Test Sequence and Method (Cont'd) resistant capacity of the configuration selected. The fragility test shall generally be conducted as follows:
- 1. Apply a random multifrequency wave form motion, which shall closely simulate the seismic environment as represented by a set of envelope unbroadened response spectra curves of Attachment 1, simultaneously in three (3) orthogonal directions with level equal to respectively 1.0,1.2, lR2 1.5 and 1.8 times the ZPA of SSE event'. lR3
- 11. Inspect test specimen for damage /f ailure of the test specimen.
( iii. Consecutively perform the fragility tests and damage IR3 inspections described above until eithar failure of the test specimen occurs, or the limits of the test table are lR2 attained. lR3
- 4. Test Measurement
, The Testing Imboratory shall instrument and measure response of the shake table and test specimens as described in the following sections for Frequency Tests, Seismic Tests, Seismic System l Behaviior Tests and Fragility Tests, respectively. The Testing lR3 Iaboratory shall describe in the Test Plan the specific type and lR3 position of each measurement transducer to be used, and the nature !
of the data to be measured (ie, range, resolution, sample rate etc.). e 4 11 1232R l
Ebceco Specificatica Proj:ct Idsntificatica Dynsmic Test of Cable Tray Hanger System No. SAG CPS IV. Te st Procedure (Cont'd)
- 4. Test Measurement (Cont'd)
- a. Resonant Frequency Search During the white-noise tests or alternative acceleration time lR3 histories shall be measured at various locations as necessary
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to identify the frequency of all dominant modes of vibration. Af ter reaching steady-state conditions during the sinusoidal tests, peak accelerations aball be simultaneously measured at all instrumented locations as necessary to quantify the mode shape of all dominant modes of vibration.
- b. Seismic Tests (x.
During each Seismic Test, as a minimum, the following test l data shall be measured and recorded:
- 1. Acceleration time histories Acceleration tic.e histories shall be measured and recorded on the shake table at cable tray hanger anchorages, on i
, each support at cable tray to tier intersections and on lR2 cable tray at midspan.
ii. Displacement time histories The relative displacement time histories between cable trays and cable tray hangers (Transverse type) shall be measured and recorded, in both transverse and longitudinal directions.
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Ebrsco Specificatica Proj:ct Idsntificcticu Dynamic Test of Cable Tray Hanger System No. SAG CP5 g IV. Test Procedure (Cont'd)
- 4. Test Measurement (Cont'd) iii. Dynamic Buckling Measurements Time histories of strain in selected posts of trapeze lR3 hangers will be recorded to assess dynamic compressive behavior of the members, 'and the relative displacement lR2 time history of the central support in longitudinal direction versus table displacaent.
The Testing laboratory shall provide sufficient instrumentation at appropriate locations on each test j specimen to measure the above data. As a minimum, three (3) transverse accelerometers shall be mounted on the shake table (at end and center hangers), ten (10) transverse accelerometers shall be mounted on test specimen hangers (ie, two per hanger) and one (1) transverse accelerometer shall be mounted at the midspan of each tray. Longitudinal and vertical accelerometers shall also be mounted on the shake table and test t specirsens as necessary to measure response in these directions. l iv. Other Response Requirements l ! Other dispacement measurements (relative to the test frame) lR3 shall be specified so that the global system response can l. be characterized. I
- c. Seismic System Behavior Test lR3 Test data same as the data obtained during seismic test (Step b above) shall also be recorded during the performance of Seismic system behavior Test of each test configuration. lR3 ,
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Ebraco Sp1cificatien Project Idsntificatien Dynamic Test of Cable Tray Hanger System No. SAG CP5 4 IV. Test Procedure (Cont'd)
- 4. Test Measurement (Cont'd) d.
Fragility Tests The Fragility Tests have the same basic measurement requirements as the Seismic Test. (Step b above) Additionally, video tapes of vibratory motion and test specimen response shall be made and close-up photographs of lx2 damage, if any, shall be taken. V. Data Processing The Testing Iaboratory shall process raw data as described in the following sections for Resonant Frequency Search, Seismic Tests, Seismic Qualification Test and Fragility Tests, respectively. The I Testing Laboratory shall describe in the Test Procedure the specific , methods which shall be used to process the raw data. l 1
- 1. Resonant Frequency Search I
Transmissibility plots shall be prepared from the white-noise (or alternative) tests for each test spacimen and the frequencies lR3 of the dominant modes shall be identified. Plots of the shape of each dominant mode shall be made from the measurements of peak steady-state response to sinusoidal excitation, or other techniques. iR3
- 2. Seismic Test Data recorded during the Seismic Tests shall be processed as Iollows
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Eb:sco Specificctica Proj:ct Idsntifientien Dynamic Test of Cable Tray Hanger System No. SAG CP5 Y. Data Processing (Cont'd)
- 2. Seismic Test (Cont'd)
, s. Response spectra of recorded shake table motion shall be
. calculated at various damping values to quantify the level and frequency content of the seismic load used for each test. As a minimum, a response spectrum shall be calculated for each orthogonal direction at each of two levels of damping which bound the level of damping measured. If the shake table's motion is not unifor; over the length of the table, then spectra shall be calculated at a sufficient number of j locations to accurately quantify the seismic load used in the tests. Response spectra shall be plotted and included in the test report. ,l
- l .
. b. Peak response acceleration shall be extracted from each
! l measurement location for each test and tabulated for inclusion in the test report.
- c. Transmissibility plots shall be calculated between test specimen response and shake table excitation for each orthogonal direction. In general, test specimen response measured at tray mid-span locations shall be used. Shake j -
table excitation from more than one location shall be used to ] calculate transmissibility, if the shake table's motion is not uniform over the length of the table. i 4
- d. Using the transmissibility plots of item V-2-c above calculate damping for the, dominant modes of the test specimen. Modal damping shall be calculated:
- 1. from the width of the magnitude of transmissibility l
function at the half power level of each resonance peak l (i.e. , D = (f 2 ~ f1 )/2f ,where: f2~Il" s 15 1232R
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- Eb cco Sp:cificatica Proj:ct Identificctica Dynamic Test of Cable Tray Hanger System No. SAG CP5 V. Data Processina (Cont'd)
- 2. Seismic Test (Cont'd) frequency width of the resonance peak at the half power level and f, = natural frequency of the dominant mode of j interest), and
- 11. from the magnitude of the transmissibility function at each resonance peak (i.e., lH(f,)l = [(1 + 4D )/ -
4D ]1! where: lH(f ,)l = magnitude of the-i transmissibility function at the natural frequency, f,, of a dominant mode and D = fraction of critical damping). '
- e. Damping values calculated from iten V.2.d above shall be verified by comparing measured peak response acceleration of
. ., the cable tray system (item V.2.b), normalized as necessary to account for modal participation, with the values of shake table response spectra at the frequency of the dominant mode -
of interest. 4 i l f. Time histories of strain measured on the posts of the trapeze hangers of configuration 6 shall be plotted and included in IR3 the report. *
- 3. Seismic System Behavior Testa lR3 The data recorded during the Seismic system behavior Test shall be Processed in a manner similar to the Seismic Test: (Step 2 above).
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Ebrsco Specificaticn Proj ct Idcatific tica Dynamic Test of Cable Tray Hanger System No. SAG CP5 V. Data Processing (Cont'd)
- 4. Fragility Tests
- a. Data recorded during Fragility Tests shall be processed per items V.2.a and b of Seismic Test requirements for the level of Fragility Test which caused test specimen failure (or the highest level which could be tested). If failure of the test specimen occurs, then the type and nature of the mode of failure will be determined and documented in the test report.
VI. Test Report Requirement i Seismic test reports for the cable tray hanger system shall be prepared after the conclusion of seismic test. The test reports shall include the following items as a minimum m J 1. Cable tray hanger and cable tray identification
- 2. Description of the test machine (test capabilities and its calibration)
- 3. Specimen test mounti,ng describing hardware used and torque requirement
- 4. Seismic input criteria
, 5. Test method i
- 6. Test results (e.g... damping measured as a function of cable tray lR3 l fill, and level of vibration, and frequency, etc.)
- 7. Photographs prior to and after the test
- O c- "'- - -
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4 Ebacco Specifiestion Proj2ct Idsntificatica Dynamic Test of Cable Tray Hanger System No. SAG CP5 VII. Quality Assurance Requirement The vendor shall establish and implement a quality assurance program which rigidly conforms to the applicable rules and standards as imposed by NRC,10 CFR 60 Appendix B and this specification. The vendor shall submit all installation and test procedures to TUGC0 for review and approval prior to implementation. This right of review and approval shall also extend to any changes made to the vendors quality assurance program and procedures during tha course of work. i The vendor shall provide right of access to his plant facilities, and ( records for inspection or audit purposes by TUG 00, TUG 00's designated representative, or other authorized parties such as regulatory agencies. The vendor shall agree to stop work at the request of TUGC3 or TUG 00's
. . s representative until resolution of any major quality assurance or
> /N quality control deficiencies. ! The vendor shall establish procedures to assure that all inspection tools, instruments, gauges and other measuring and testing devices are in a calibration and control system traceable to the National Bureau of Standards where such standards exist. When inspection and testing l equipment is found to be out of calibration, all items inspected,
. tested or measured with that equipment since the latest valid calibration shall be considered unacceptable. Resolution of these cases shall be determined on a case by case basis.
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Ebacco Specificatica Proj ct Idsntificaticn Dynamic Test of Cable Tray Hanger System No. SAG CP5 ATTACIMENT 1
- 1. UNBROADENED RESPONSE SPECIRA CURVES 9
w This attachment consists of a total of 17 pages lR2 t 19 1232R
Ebasco Specification Project Identification
, Dynamic Test of Cable Tray Hanger System No. SAG CP5
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- 1. Seismic Design Criteria for Cable Tray Hangers for Comanche Peak Steam Electric Station (Unit 1 and Unit 2)
- 2. Comanche Peak Response Team Program Plan and Issue - Specific Action Plans
- 3. Cable Tray Hanger Design Adequacy Verification i Program - (Unit 1 TNE-AB-CS-1) f
- 4. CPSES FSAR
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- 6. Seismic Subsystem Analysis CSRP 3.73 lR3 O'. -
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