ML19346B241
| ML19346B241 | |
| Person / Time | |
|---|---|
| Site: | Millstone  |
| Issue date: | 08/20/1992 |
| From: | Mcnatt T, Scace S NORTHEAST NUCLEAR ENERGY CO., NORTHEAST UTILITIES |
| To: | NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM) |
| References | |
| LER-92-018-01, LER-92-18-1, MP-92-904, NUDOCS 9208260184 | |
| Download: ML19346B241 (4) | |
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l Report to THERMAL SCIENCE, INC. 2200 Cassens Drhe ! St. Louis MD 63026 r FIRE TES1 ON STEEL LADDER BACK CABLE [ TRAY PROTECTED WilH MODiflED THREE-HOUR DESIGN USING THERM 0-LAG PREFABRICATED PANELS AND STRESS SKIN i by i G. Russell Hall [ i gjk !
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Ch . a t/ > ({'l[ l l l Submitted by CONSTRUCTION TECHNOLOGY LABORATORIES INC. t 5420 Old Orchard Road ! Skokie, Illinois 60077 i November 1989 i 240056-824 824-75 9208250184 920806 CF SUBJ CF
o . FIRE TES1 DN S1EEt LADDER BACK CABLE TRAY PROTECTED WITH MODIFIED THREE-HOUR DESIGN USING THERM 0-LAG PREFABRICATED PANELS AND STRESS SKIN by G. Russell Hall
- INTRODUCTION At the request of Thermal Science, Inc. (TSI) and as authorized by Purchase Order 6652, Construction Technology Laboratories, Inc. (Cit) performed fire and hose stream tests on an electrical protective envelope system containing a 12-in. wide steel ladder back cable tray, supplied to Thermal Science, Inc.
The objective of the test was to develop fire test data on the perf ormance of 1HERMD-LAG Pref abricated Panels with stress skin application, comprising the electrical protective envelope system for a 12-inch wide steel ladder back , cable tray with one layer of various cable conductors. Although other systems i were tested simultaneously, they are proprietary and are not covered in this j report. . The electrical protective envelope system vas supported by a , 213-1/2x131x12-in. thick concrete slab. Cable tray construction, cable { installation, cable instrumentation, and protective envelope system installa-tion were performed by TSI personnel. CTL personnel witnessed the installation j of the THERMO-LAG Pref abricated Panels and stress skin application comprising ! the protective envelope system and provided the concrete test slab. CTL performed the fire and hose stream testing. Fire and hose stream tests were perf ormed at the fire and thernal testing f acilities of CTL on Pay 5,1989. The concrete slab supporting the electrical l
' Materials Technologist, Fire / Thermal Technology Section, Construction Technology Laboratories, Inc., 5420 Old Orchard Road, Skokie, Illinois 60077.
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4 0 5 i pr otective envelope system was subjected to a 3-hr fire exposure in accordance ; with provisions of ASIM Designation: E119. " Standard Method of Fire l l Tests of Building Construction and Materials,"(1)* and AN1's Bulletin #5,( 79)
"AN1/MAERP Standard Fire Endurance lest Method to Qualif y a Protective i Envelope for Class it Electrical C i r c u i t s .. "( 2 ) A copy of ANI's Bulletin #5(79) is provided in Appendix A. Immediately after fire testing, the test assembly was removed f rom the floor f urnate and subjected to a hose !
stream test in accordance with ASTM Designation: E119 and ANI's Bulletin #5(79). The electrical circuitry was checked for integrity, as outlined in Paragraph 3.5 of AN1's Bulletin #5(79) bef ore, during, and af ter fire endurante testing, as well as before and after the water hose stream test. { t i
SUMMARY
OF RESULTS The test assembly containing the protective envelope system was subjected f l to a 3-hr fire test and subsequent water hose stream test. Before, during, f I and af ter the fire test, as well as before and af ter water hose stream tests, { the electrical protective envelope system was monitored for integrity of i ' electrical circuits. The following are significant test resu?ts:
- l. The protective envelope system remained in place during the 3-hr fire {
I exposure.
- 2. Circuit integrity was maintained by the protective envelope system.
l Circuit integrity was tested at the following stages: l 1 (i) Before fire testing (ii) During fire testing (iii) After fire testing and before hose stream testing (iv) After hose stream testing
- Superscript numbers in parentheses designate references at end of report.
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- 3. The average of all cable temperatures measured during the 3-hr fire i
exposure was 228*f. 4 The maximum table temperature measured during the 3-hr fire exposure was 320*F by Thermocouple No. 129. TEST ASSEMBLY 1 A concrete test slab was designed by CTL personnel for testing in a horizontal position in CTL's floor furnace, as shown in Figs. I through 3. Installation of block-outs and reinforcing steel rebar was provided by CTL personnel. Concrete used for the test slab was obtained f rom a local ready-mix supplier. It was a six-bag normal weight concrete mix using a carbonate ; coarse aggregate. Air content, unit weight, and slump of fresh concrete were determined
'uring casting. Cylinders were cast for cetermination of compressive strength of hardened concrete at seven days. Properties of fresh concrete and seven dry compressive strength of hardened concrete are presented in Table 1.
TABLE 1 - ME ASURED PROPERTIES OF CONCRETE Date of Casting 2/24/89 Air Content (%) 5.6 ; Unit Weight (pcf) 147.3 Slump (in.) 3-3/4 Avg. Compressive Strength (psi) at 7 Days 3960 ; t I 3 l construction technology laboratones, snc.
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I i After consolidation of concrete with internal vibrators, the slab surf ace was streeded and finished by CTL personr. . The slab was cured in the form under damp burlap for 7 days. After 7 days, forms were stripped and the slab ! placed inside the floor furnace. The slab was dried at 400 450'f for 10 days to remove free moisture. 4 The completed electrical protective envelope system was delivered to Clt from TSI's f acilities for installation. The electrical protective envelope , system was installed by 151 personnel with construction assistance provided by , t CTL personnel. Fire barrier penetration materials used to fill the void area , after installation of the electrical protective envelope system were installed , by ISI personnel and are not considered as part of the test assembly. CABLE TRAf A.12-in. wide steel ladder back cable tray was used in the perforr.ance of this test program. The cable tray was supplied by Washington Public Power Supply System. TSI personnel installed the THERM 0-LAG Pref abricated Panels and stress skin on the 12-in wide steel ladder back cable tray. , Cable Conductors Cable conductors were installed by TSI personnel. The length of the cable conductors was reported to be 16 f t 7 in. The conductors were procured by TSI f rom Melville B. Hall, Inc., 3001 Spruce St., St. Louis, MD 63103. Data on cable conductors were reported as follows:
- 1. Power Cables 300 MCM ,
- 2. Control Cables #12-7/ conductor
- 3. Instrumentation Cables #14-2/ conductor 4 Bare Copper Cable (Temperaturi Reference) #6-7/ strand ;
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i t 4 Quality control documentation, including a schematic of the location of the l cables within the test assembly, are in Appendix C. f I INSTALLATION OF THERMO-LAG PREFABRICATED PANELS ! I The f ollowing section provides information concerning the installation of f THEkMD-LAG Pref abricated Panels and stress skin application used to complete j the electrical protective envelope system. l Af ter instrumentation of the cable conductors was completed, representa- i tives of 151 installed the electrical protective envelope system. The installation was performed on April 18, 1989 at TSI's f acilities in St. Louis, M0. The installation was witnessed by Cll personnel. The electrical j f t protective envelope system consisted of approximately a 1 inch thickness of ; i THERM 0-LAG Pref abricated Panels cut to size and attached to the steel ladder j i back cable tray by means of stainless steel bands. f Corner angles inade of THERMO-LAG pref abricated patels were then installed on the inside and outside edges of the assembly and secured with stainless ; Steel banding. After banding the corner angles to the assembly, an application of stress skin was applied to the entire assembly. The assembly i was coated with THERMO-LAG trowel grade caterial. Installation of the f protective envelope is shown in Figs. 4 through 11. t The installation was performed in accordance with applicable procedures outlined in Sections 11 and Option 1 of TSI's Technical Note, Revision V, entitled: 'THERMO-LAG 330 Fire Barrier System Installation Procedures Manual. Power Generating Plant Applications." A copy of the procedure is included in , Appendix B. Also included in Appendix B is a listing of materials used in the electrical protective envelope system, their sizes, locations, instrumentation, Quality control recorcs, and Qualification certificates f or TSI personnel who installed the system.
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INST ALL A11CN OF CABLE TRAY W11H PROTECTIVE ENVELOPE SYSTEM After installation of the lHERMD-LAG Prefabricated Panel electrical protective envelope system and transportation to CTL's fire and thermal test facilities was completed, 151 personnel attached the test article with Unistrut sections to the bottom (exposed side) of the (concrete) test assembly, as shown in fig. 12. The Unistrut support sections were protected with the THERMO-LAG Pref abricated Panels. Support on the unexposed side was provided by bolting horizontal 3x3-in, angles with feet to the cable tray and bolting the feet of the support angles to the concrete test slab. After installation of the cable tray was complete, a 3-hr fire barrier system was installed to protect openings through the concrete test slab at the L cable tray protective envelope. Installation was performed '.n accordance with procedures outlined in TSI's Technical Note '0684, Revision V, Section VI. Figure 13 shows the protective fire barrier interf ace and exposed side of the completed test assembly. TEST EQUIPMENT AND PROCEDURES I The following sections briefly describe equipment and procedures used to conduct the fire and hose stream tests on the test assembly containing the electrical protective envelope system. Furnace The test assembly was subjected to a 3-hr fire exposure in the floor furnace at CTL's fire / Thermal Technology Laboratory. This furnace tests specimens in a horizontal position. The approximate area of fire exposure was 214x132 in. Y furnace atmosphere temperatures were monitored by nine Type K 4
- e. Chrome 1/Alumel protected thermocouples, located 12 in. below the exposed f ate 12 construction technology laboratones. inc.
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of the concrete test assembly and test article. The fire exposure was monitored by these nine thermocouples. The time / temperature relationship f ollowed that prescribed by ASTM Designation: E119 The furnace temperatures I recorded during the test are tabulated in Appendix C. . Furnace atmosphere pressure was maintained close to ambient laboratory air ! pressure or slightly negative (-0.01 to -0.08 in. of water). For this test, ! the average pressure was 0.03 in. of water. Specimen instrumentation Thirty-four (34) ther:noccupies were used for measuring temperatures on the ! test article at locations shoim in Appendix C. Location of thermocouples are , detailed in Appendix C. Appendix D contains calibration certificates for equipment and personnel qualifications. ; Data Acquisition furnace atmosphere and specimen temperatures were monitored at 5 minute , intervals throughout the 3-hr fire test. The automated data acquisition system consisted of a Hewlett-Packard HP34455A digital voltmeter and a series i of HP3495A data scanners. The data acquisition system controller was an . HP9845B desk top computer. Calibration certificates for test eculpment are provided in Appendix D. , i Electrical Circuit Integrity Tests Cable integrity was monitored before, during, and af ter the fire endurance
- test, as well as before and af ter the water hose stream testing. Paragraph 3.5 of AN1's Bulletin #5(79) reauires that circuits contained in a test article do not de-energize during exposure to the fire endurance of hose i
14 , I cons truction technology Isbc' stones, inc.
I stream test. Circuits were tested, as applicable, to detect failure; circuit ! to circuit (conductor to conductor short circuits), circuit to system f (conduttor continuity), and circuit to ground (conductor to ground). Schematic diagrams of these monitoring circuits are shown in figs.14 and 15. Hose Stream Test A hose stream test was conducted at the conclusion of the fire test. Hose stream test procedures followed those described in ASIM Designation: E119 and . in ANI's Bulletin #5(79). Equipment and procedures for the test are as j follows. A 30 psi solid stream of water is delivered from a distance of 20 f t (minus 1 f t f rom the 20 f t for each 10* of variation) tSrough a 2-1/2-in.-diameter hose equipped with a National Standard Playpipe with a 1-1/8-in.-diameter discharge tip. The stream was delivered over an exposed area of 214x132 in. for 4 minutes 56 sec. at a distance of 17 ft. TEST RESULT 5 The electrical protective envelope system was subjected to a 3-hr fire i exposure on May 5, 1989. , i A listing of furnace atmosphere temperatures is given Appendix C. Variation of measured f urnace temperatures f rom the standard was approxifrately i 0.12% based on comparison of total area under the time / temperature curve. This is within the 5% variation permitted by ASTM Designation: E119. The average furnace draft pressure was -0.03 in. of water. I 1 s 15 : construction technology laboratories. mc. .
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A list of thermocouple temperatures recorded during the 3-hr fire test are given in Appendix C. Alter the 3-hr fire exposure, the test article was tested for circuit integrity. The test article passed circuit integrity testing. At the conclusion of the 3-hr fire test, the test assembly was remrved f rom the furnace in preparation for the hose stream test. The test assembly was exposed to ASTM Designation: E119 and AN!'s hose stream test for a period of 4 minates and 56 sec. Figure 16 shows the test assembly at the start of hose stream testing. Following the hose stream test, the test article was again checked f or circuit integrity. The test article passed the circuit integrity testing. LABORATORY RESPONSIBILITY , Construction Technology Laboratories, Inc. was not involved in the fabrication of the cable tray, cable conductors, cable instrumentation, and test article installation. Personnel of CTL make no judgment of the suitability of the materials or systems for particular end-point uses. Acceptance of the test results of guidance for field installation is the prerogative of the authority having jurisdiction. 18 cons truction techaology laboratories, inc.
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t REFFRENCES
- 1. ASTM Designation: [119 " Standard Methods of Fire Tests of Building Construction and Materials,* American Society of Testing and Materials, '
Philadelphia, PA 1983.
- 2. American Nuclear Insurers Bulletin #5(79) "AN1/MAERP Standard Fire Endurance Test Method to Qualif y a Protective Envelope for Class IE Electrical Circuits," Farmington, CT1979.
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e' APPENDlX A f l l l i l ConstructlOn itChnClogy laboratorses, inc.
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.f eCCu cret; AMI/FA!: 8 DNCA;iC f *EE ENCUCANCE TEli FE FCC TO OttL:FY A FCII*,";'/[ [yy[LCFE FCR CLASS 1E EL E;~11CA CIRC'JITS i
1.0 I G CCCCTICN De AN!/'dAEAP *!asic Fire Protection Guidelines" (Acril,1975) recore-d that recuncant safety circuits te cut-off frcm each other by standaro fire walls and floors (Itr. I, E-6). It has been our experience, that in new designs, this feature is " built-in'. However, for operating plants, and i sce.e plants nearing completten, the provision of stancard, rated, fire i barriers r.ay not te practical. When this condition exists, the options are to relocate the rital circuit to another fire aret, or protect the in plact.
" Protecting-in-place' is defined as the ability to 7aintain the circuit's function durino a standard exposurt fire by use of a Protective Enytlope.
In an effort to pr vide, fer insurance purocses only, a retsceable and re-liable means of *;rotecting-in-place
- these vital circuits, without limiting
} cur Insureds to c:r.ventional metheds, and giving the the option of asing products / materials not acreally seen in this type of toolication, we have e
develoced this test methed. In this e.anner evaluations of different products / saterials can be cade, using a standard test approach. ln developing this Standard Test Fethed, the need to r.aintain circuit integ-rity during a standard "ter.ceraturt-time' fire exposurt was the price con-o sideration. In adcition, the ability of the Protective Enveloce to contain an internal fire ex:csure, ws also consicered important. It should be emphasized that this $tandard Test Method in no way decreases cur recuirr.ents for fixed autor.atic fire suppression systes nor will it t4 s considered the ecuivalent of rated fire barriers, where required. Its intent is to provide a seins for " protecting-in-place" redurdant cable systes in
- existiry plants, or unusual situations in new designs.
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The purposa of this test is to cualify for insurance purposas a Pete-itve [mveloce fer tecancant Class 1E Cables in tuclear Ptwer Mants unen locate.s in the stee firt area. (A fire area is esfir.e.o as tna t ocrtion ceilings anc floors.)of a hvildity thtt is encencassed by rated firt walls,
- The saintenance of circuit integrity in tat:e Class II safety circuits during a postulated fire is of price focertance.
2.2 Ut intent of this Test Wethcc is to establish a :rotective en,t'.c;e that taintair.s cirtvit integrity fer s&fety circuits dtS:
-- :ecurcant :afety circuits.1ccatet in the same fire arta, att t2:cset to a firt cuisite of the cable systr. or
-- teturdant sa fety circuits, lccated in the same firt arta, art eneset by a fire originating in an adjace'.t
- protected-in.; lace' cable syst e , or
---Redundant safety circuits,1ccated in the saxe fire tres, art - subjected to mechanical irpact damagt as simulated by a hose stream, or other feract test. '~
3.0 ACCE?T M E CRDE11A 1 I ANI/FAEV Acet:tance will te based en the ccepletica and review of all 1 of the follcwing: - 3.1 Suc:essful passage of fire tasts, as outlined in $ection 3.4 of this test l
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rethed, and sutaittal of necessary test docutentation as prepartd by a recognized testing laboratory or consultant. , 3.2
- A Ovality Control / Quality Assuranet Program for the systet/ design shev1d be submitted for review. Cenplete details covering installation - proceduras, physical characteristics, identification methods, sample l forms for third party sign-off, etc. should be included, ~ j The OC/CA Program is censidered an integral part of the acceptance pr: cess and variations tetween the QC/CA Program for the test and the program developed for the actual installation will not be acceptable.
3.3 All r.aterials and components in the completed systas, with the exces-tion of the :able, shall be rated as non-coetvstible f.e., Flase $pread, fuel Contributed, and Secte Develoced ratings of 25 or less. Fattrials er creponents that are ccebustible or hazardcus during the
- installation phase, should have a s.aterial hazard ar.alysis performed with procedures develeced for cuantities on hand, storage practicts, and precauticas to be taken during installation. '
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'3. 3 'Iht Catle Protett!vt [nvelcot shall te tzposed to the #0llcuine fire ;
sneurance and hese strea- tests. Test ccaf tguratton and deta11s sN:ule i te submittet (cr rtview ano c: ment prior to test. ; 2.4.1 Test ! - E2:.esure rira The Protective laveloce shall be exposed j to the stancare tet.oeratureottse curve found in ASTM t 119 76 (A.45' A2.1) for a mini::um of one hour. $ietch i 1 outlines ! succestet test configuration. ' 2.4.2 Rese Strent Test . Irrediately follcwing Iest I. ac:tssible sur. Iitts of tre Protective [nvele:e shall te subjectef to or.e of the , follcwing hese stream tests. The hese stream shall te so lie: fer a minhe of 21/2 minutes, withcut de.er.ergizing the cir:uits. ' EsCPEA SAFE Y PRECAUT:CNS SR5H BE IIEF.C15ED. One of the folle.. ing tests shall be used: ,
- 1. The streem shall be delivered thr: ugh a 21/2 inch i natter.a1 standard playpi:e equip;ed with 11/8 inch ;
tip, nozzle pressure of 30 psi, located 20 feet frca the system. j or
- 2. The stream shall be delivered through a 11/2 inch nozzle set at a discharge angle of 3C' with a nozzle ,
pressure of 75 psi and a minimum discharge of 75 spn i with the tip of the nozzle a r.aximum of 5 f t. fren the system. P ! or 1
- 3. The stream shall be delivered through a 11/2 inch i
nozzle set at a discharge angle of 15' with a nozzle j pressure of 75 psi and a minimum discharge of 75 gpa with the tip of the nozzle a maximum of 10 f t. from : the systern. { NOTE: #1 is the pref erred test. - 3.a.3 Test 11 Internal Fire . For systess/ designs that require heat to acuvate the Protective [nvelope, the system shall also be subjr.ted to Test !! - Internal Fire. Sketch f2 outlines a succested test configuration. J 3.4.4 Cable Construction & Test Details , 1 2.4.4.1 Cables shall be energized for circuit monitoring . during Test Method I. For the purpose of this test ; sethod.
- energized
- seans sufficient current to monitor failurt.
l l A d l l J
. . - .. tr.c u te, uos e tray loacings shall be in act-creance with suggested test laycuts.
3.3.4.3 In both test aathods, cable tray constructica shall be re;resentative of actual site conditions, where applicable.
~
3.4.4.4 Cable syste sutoorts shall be those currently found in
, nuclear pe=tr plants and follow accepted installation
~
procedurts. Care should be exercised in using only sucperts that are necessary for the test. Supports that are uses fer the Pretective Envelope shall be part of the final installed design. 3.4.4.5 Ther:ccoveles shall te located strategically on the surface and at cr.e fcot intervals in the cable syste. and tem;eratures rec:rded throughout the test.
. 3.4.4.5 Fire stcos or treaks, if used, shall be acceptable to American Nuclear Insurers. Failure of the fire stop or treak shall not necessarily constitute a failure of the the Protective Envelope.
_ 3.5 The tests shall be constituted a failure if any of the following occur:
- 1. Circuits fail or fault during the fire test as required in Test I or fait during the hose stream test.
- 2. Cotten waste in Test !! ignites during the test period.
. 3.6 The minimum fire endurance rating acceptable for Test I shall be one hour. If longer ratings are desired, they shall be in one hour tricrements, such as 2 hr. and 3 hr. ratings.
4.0 FINAL ACCEPTANCE
~
Prior to any installation at plants insured by American Nuclear Insurers. l or Mutual Atomic Energy Reinsurance Pool, complete plans outlining syste , to be installed. location, etc. shall be sutnitted for review and acceptance. -
, AfLY. 1979 .
d 1 e 4 4 m d m 4 L._____ . .
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, SEESTE) *EST UYCtr,' - TE5T TTsco 1 EIP05URE FIRE TEST ;
1 C k A I 4 C1!LE PtoiECTIVE ENVELOFE (Ncte 1. IRE STCP ; 1' 1r
- TEST I I I
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FRONT VIED EMD VIED ;
. (NOSCALE)
- MOTE 1: TV0 PRO 1ECTIVE EXYELOPES 10 SE TESTED. ONE LOADED TO MAXIMUM (40%)
DE51GM AND ONE LIGHTLY LOADED.(ONE LAYER). , SUFFICIEMT CIRCUlT5 TO BE MON 110 RID TO DETECT FAILURE; circuli 10 CIRCUIT CIRCUIT 10 SYSTEM, OR circuli 10 GROUND. VARIOU5 TYPE 5 0F CABLE; 50CM AS POWE*, CONTR0t. AND IM5TRL'MENTAT10fi. l CABLE 5HOUL3 MOT EITEP.D MORE TRAM THREE FEET OUTSIDE THE TEST OVEN. ! r NOTE 2: 00E TO WRNACE DE51G.1, IT PM SE RECE5!ARY 10 E';TER A;;D EXIT THE FURMACE 01 THE TOP CR THE SIDE. b
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l 1 5UGGESTED TEST LAY 0!ii . it!T METHOD 2 ' l INTERNAL FIRE TEST i t>,v_m)+f M y N c-(wk."A cv': : COTTCH (CFEN AT E0TH ENOS) k WLE PROTEE YE ENVILOFI WASTE
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# 6" s.eO = w m w m m x & 4 1
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4 6 FT . > MOTE 1: COTTCN VASTE 5FAL BE PLACD OVER THE ENTIRE TCP $URFACE CF THE TEST SYSTES AXD A SAVLE SYSTEM 6 INCHES BELOW THE TEST SYSTEM.
,i MOTE 2: THE CABLES USED IN THE TEST SFAL BE ItEPRESENTATIVE OF THE CABLE USED AT THE $1TE. LOADINGS SKXA0 BE 20; FILL
, VITH RMDCK LAY.
THE CABLES IN THE TRAY SFAL BE IGNITED USING THE 'Olt 50AKID BURLAP" METHOD A5 0UTLINED IN lEEE/ICC/VG 12-32, DATED 6/27/73, OR OTHER ACCEPTABLE *FL.ME SOURCE *,
. OEPENDING OM DESIGM MD CPERATING CONDITIOMS OF THE CDATING. TKE FLAXE SOURCE SHALL BE LOCATG AT THE MID-
- POINT OF THE CABLE SYSTEX. THE INTEXT BEING TO PROY10E M !GNITICK/FUEE SOURCE THAT 15 DESIGXED TO LAST APPROII-PATELY 20 MINUTES AND ACTIVATE THE PROTECTIVE ENYELOPt.
OBSERVATIONS AND THE*40 COUPLE READINGS $RALL BE FAINTAINED
- FOR ONE OUR FRCM THE PolNT OF IGNITION OF THE 'FLAXE 50VRCE*.
V a 4 4 4 9 4
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l APPENDIX B L COnStfuCfiOn tOChnolOgy l&borstOfits, in:,
. . i o-Hiil CIR71TICA7E OT QUALIFICATION i l i PANAGER OT QL'ALITY CONTROL
!EN EVANS 1 1he individual listed above is hereby certified by T51, Inc., as being qualified to perfort the duties of a Level 11 Quality Control Inspector l i
in the company plant and at the client's jcbsite, by virtue of "on the job" training and experience. This certificate is valid until revoked. Richard A. Loht.an Manager of Quality Assurance Date Signed: *3#* I r ist. INC.
- 3260 titANNON avt.
- ST. LW15. MO. 63139 * (314) 352 te22
- Tete r: 4423G4
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kd.f @ k. 6. %. %. . k. . S..h *.M . @. k..".'J..P k. . S.'.! 9..' g , I- THIS WILL CERTIFY THAT hq e . Blu.P m oct V. I ' 1 0 l or l 7. l
-E] n t e.n scitset 1sc. ,
'.?
f(: i j b HAS SATISFACTORlLY COP.PLETED THE COURSE
* *b -
OF TRAINING IN THE APPLICATION OF: 1
- f. e yl ;
f.' THERMO-LAG 330-1 SUBLIMING C0ATING SYSTEM (] - is 4 f.:
'5 I 'r II l
k f.', AND IS QUALIFIED TO APPLY THE PRODUCTS. d t '
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.y < i P
(THIS CERTIFICATION !$ VAllD UNTIL REVOKED) j g l [d 5 :
/(( s a m a r s. 1988 - . <
4 [RICHARDA[l0HMAN (DATE) ')
, l p
4< MANAGER OF QUAL'.TY ASSURANCE i [h kl e i b l Q0: Y j _.', TSI, INC. , 2200 CASSENS DRINE, ST.l0UIS, Pb. 63026 y l p (314) 3@-1233 TLx No. 44-2384 'j g j 2A $5N*h# . - b fN &[YW.E$$W h l
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7..v pg y,s.;..,,..n.;;,g. . ! p I- THis WILL CERTIFY THAT h ;
? KEVIK CUEE ,
Y4 .: THE w.u scIEstE, Ixc. (uge../ y l ig{.l {,; HAS SAT ISFACTORILY COMPLETED THE COURSE
)',:fj':!
.,e OF TRAINING IN THE APPLICATION OF: y' !
4 : t c'- d l I h THERMO-LAG 330-1 SUBLIMING C0ATING SYSTEM [] j.. ij
. AND IS QUALIFIED TO APPLY THE PRODUCTS. I i h, l p
h .I I (THIS CERTIFICATION IS VAllD UNTIL REVOKED) 4 APRIL 5,1988 iP (DATE) l
- f. RICHARD [LOHMAN
.,', MANAGER OF QUALITY ASSURANCE 1.}
E l' l
$' TSI, INC., E CASSD4S DRIW., ST.LDJIS, N. 6K126 i r TLX No. 44-2384
(-$ (314) 349-1233 l* N1:nc.cscuaarsuwn r1 ri:z:-su E ;
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[ TIM HILL
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- THEFJd.AL SCIENCE, 1.NC . *
- 5. **i s' ',(. h ., )
7 ' I' HAS SATISFACTORILY COMPLETED THE COURSE If y,. OF TRAlHING IN THE APPLICATION OF: j ' s !i l () 6 l {- THERM 0-LAG 330-1 SUBLIMING C0ATING SYSTEM !j , l 5 $' l
. AND IS QUALIFIED TO APPLY THE F'JDUCTS. l EqI"f ;i l
(THIS CERTIFICATION IS VALID UNTIL REVOKED) 5 d . 51 N . l M MARCH 3,1988 '
$ RICHARD [LOHMAN (DATE) f,
' MANAGER OF QUALITY ASSURANCE
, i
- v .
fo (>
- 1
], TSI, INC., 2KD CASSENS IRlW,
- (314) 349-1233 ST.l0LIIS, Pb. 63026 TLx No. 44-2384 u,
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s TSI TECUICAL NOTE 20684 1 THEM0-LAG 330 FIRE BAFJtIER SYSTEM INSTALLATION FROCEDURES MANUAL P0k'ER GENERATING PLA5'I APPLICATIONS SECTION II ; THIRMO-LAG 330 FIRE BARRIER SYSTD'.S I FOR PROTECTION OF CABLE TPJWS h i l 4 l l l
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i i t TSI TECESICAL NOTE 20684 SECTION 17.
- THERMO-LAC 330 FIRE BARRIER SYSTEMS l
TOR PROTECTION OF CABLE TRAYS i i 'l The T.hree (3) basic designs of the THERMO-LAG 330 Tire Barrier System, used to , provide thermal protection for cable trays installed in power generating ! plants, aret i-I
....... Prefabricated Panel " Ready Access" Design ...... i
....... Direct Spray Over Stress Skin Design ......
....... Direct Spray-On Design ...... !
i. The material components of the first two (2) designs consist of THERMO-LAG - ! Stress Skin Type 330-69 and TEERMO-LAG 330-1 Subliming Material. The only
~
i difference between these two (2) designs is that the Prefabricated Fanel Ready ! Access Design is prefabricated at the factory and the Direct Spray Over 9f ass i Skin Design is field sprayed at the jobsite. t i t The Direct Spray-On Design is comprised of THERMO-LAG 330-1 Subliming Material which is also. sprayed at the jobsite and but does net include the THERMO-LAG Stress Skie Type 330-69. I The folleving paragrephs set forth the sequential steps involved in installing these three (3) designs. ~ i 11-1 ! I et c - + -
-. 6, ,,
1.0 QJT A?t1CaTED FMet. FLC Y A".CI53 Of *1(W 70R CA2it TF.M S_ Installattun of the Frtf abricated ?erel teafy Accese ;c:1&n to calle tray. involves cuttfrg t
?e tu:ber of cc:tiote require 4 to form the F1te garrier f rom ti.e er three hour fire rated TFER50-L.*C Fref arritated 7 nels, foreleg ttee en fire f arrier sections by taking 90 degaee terds, and then E3wnting the settinn the cab's tray ta le pretttted using 18 ga. sinisaan stainless steel tie vite or 0.5" x 0.023 thth sini.-u' sta!n'ess e t tel banding ze te rial.
The forvirg af the fire tarrier sectier. 1s strneptisted usics one of setetal methrds. Three (3) aad fctr (4) sitti Cte (1) p!ete tettions are ferted by
'T"' gr: eve.
sentit.g. in the cast of or.e hout fire reteg tancle, er ty cutting a are in the case of tte three howr f!:e reted pa wl, along the lines where lends to be cade and tien raktn1 the required 93 degre, bende. The settiens are sten 5e accred er co:rleted by tieing or bandleg the eldes to;etter and filltr.g ta t
V" tut corr.ere with IEIP.MO-LAC 330-1 Sieh11 ing Irevel trate "aterial.
In the other etternative cetted, Indivitual teP, botten and side stects etc either ),tt or alter cut f rom the nr.e or three hour fits rated par.el a 3d are then ti,4 or banded tegetLor. Its seats and jointe of the section are than filled using TEEKr.0-LAG 333-1 Sutlining Itevel Crade Vaterial. The.neguential steps involved in instal 11r.g this fire norritt design are des' rited in the followled paragraphs. 1.1 Ir.stallaties of the Cne Mour Sesdy Acces, Fire f arrier *estas 1.1.1 Cut a placa of battrial large eno>sh to form the bottes settica from a one hour fire rated Prefabricated Fanel. The width of the tottes secties shall he aquel to the sur of the base and both flatsee, plus both sides of the taple tray. The length of tt e bottes secties shall set entsed 6.5 feet, since letter sections are unwieldy ead scre l difficult to install. 1 1.1.2 Torm o rette: sular shaped botte= section by saktat two (2) 90 degree i tends =hich provide tot the site panels. Tte sectica shall be formed ; l ' with the Stress Skin 5tte on the inside. 11-2 l
- O
- C8 33N3IOS 7 t:f 6 as 3 H .L <;;, g ; I G 3 r1 68-T - AOt
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i . j 1.1.3 Cut a siete cf cater!al 1 rge a uth t o f ei , t he tep sert hn fene e ere t.cs: fire rated f rtf atricated Fatel. ne width tf the t:p escticn shell le egal to the tase. ;las bcth flergts ei tt.t tisy, piss the thickttle el es.h of tt e two (1) eides of tte tett:r: tes tar ga at s t e t 13... r.esnt the rect anbular e54pd bettes me. t ton .-n the c t'.e ti,y u.pg 1.1.4 18 gs. tin 1= itattlets steel tit vires er C.3" x 0.027 einita stainless eteel handirt teterial as s'.cvs is Tiga:es 11-1, 11-2 e.d , 11-), f elleving this rage. The rne:_cuded at v s; ec tr g 1+ tseen the tie sites stall not ezeted 121ttles. 1.1.5 Attach the !!st tcp sectiet with the stress skin site en the it. site t o tl.e ir-st elled t,ctt:m sett1:n usirg 15 ga. tisic a s tainit se s teel sie vite or 0.5" x 0.020" sinito hadire caterial at a m air um rescucended spacing of 12 inch intervals as abost in Tigures 114 and 11-5. 1.1.6 Attach addittenal tcp sud bettes sections te previously installed secticca by butt joicles then trgather at their ends. CR A$ 6 CPTIC_5 1.1 7 Cut individus1 pistes havitt either tutted or nitor cut edges large eneugh to foss the bottes, sides and tcp section irca a ett bour fire rated Pref abricated Panel. 1.1.8 Keust the bottes, side and teP Fleces on the cable tray using 18 ga. etnia.:n stainless steel tie vite or 0.)" x 0.020" sinimus steiniese steel banding a s terial. *he reto mended asx1p m statir. httvces the tie wires shall not esteet twelve (12) totte e. , 1.1.9 Attsch addittecal tep, side and bottum pieces to riew!Ovely tuotalled pieces by butt jointes thct tcgether at their er.de. 1.1.10 complete t's irsta11stien by fillity in the attes and joints with TEILT-1.Af. 3)C-19;b11 ring Trowel Grade Faterial. 11-3 , I I so a assaros wwaast Ac: ti aan se-t -^oi j I l l i l
4 . 4 l i TCE*C-T.As 330 FIRI IAM]Ill $Y $7D1 : IIITA23CATTO P ANIL IJXT ACCT 55 tI51@ t FOR CA)*.! UAY3 e 50110 30TTCM U.AT - MITCM itAT tt AIL 3 f i t I i T Tr1RM-11.G CbT CR TERI1 Di'E HRL M!ED } TRETdRICATO FA.N!.L SECTIDNS ' , 1
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e . j I i 4 l i l 1,2 ,Ingall.tten of t$ e " .i , u .it t e a.'y Ar c e = = fire Parrier 'e.ig, i 1.2.1 5 !ng tt.ree 'ost fire rated Tre'atricates fe~c1, fer: ord Ocet a l three t:ur ready attess itse ts:rier er.to c.5:e traps fellewieg tbt p t:ttg ert o preview:1* dt(tr ate d in $teis 1.1.1 thr: cts 1.1.10. i t AS 43 0710% - CR IC3 t'hr.v sc A 05t MUJ N A DJ t f >% R __I!f f F.W )tt ! Y H t W, 1.2.2 As an optivn to Step 1.2.1, er f or ygradirs e previously testalled one hour fire rated systes to a three hour fire rated system by the use of cae hour fits teted Prof abricated Fasels, form and stunt the i first layer of the fire 1,arrier on the cable tray f ellevir>g the procedures described in Steps 1.1.1 through 1.1.10. 1.2.3 Telievits the procedures de.o rit+d in Steps 1.1.1 t!aough 3.1.10, teunt a eetend ett heur fire rated Fire Barrier layer over the first layer previously itetalled to :tep 1.2.2. This seceed layer shall ta formed and avur.ted in such a w.ner that the WTA%-uG Stress Skin Type 330-69 is en the outside. l i i i 11-9 i 0C: /I C3M ei s - I -AO T T
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- A tree H tr T :e ? art:et !*stos 1.3.1 CP~;ts 1 As an of ttett to Steve 1.2.1 att 1.2.2. the follevitt sets.estiel stepe shall ha used to upgrade a previcuely itets11ec one hour fire rated system to a thtee lis ur fire rated nyaten.
1.3.1.1 Cut f&ar stript tr:3 e three hour ;ref etricated ratel to fots ccrter angles. Ite IGt*J ef the str're s'#11 he 4 inchea. W 1ergth a% 11 t~e a;pronte.ately 4 feet, ein:o 1 cops esctione are vnvieldy and sore strticult to inotsil. 1 3.1.2 In the sector of ste 4" strips, atter a 45 degree **v" grwve cut in the recel. le:vieg the outer layer of strats esin intact. 1.3.1.3 Apply the IElm;te-Lac 330-1 subliatria trowel "rada Material to the seated "V" groove void arsc. i 1.3.1.4 !<ng tte tor.cl alent tra "V" toose cut Itne in cider to Me a 90 , Megree ccrr.or stgle 1r:3 the 6" It.E.CQ LW iref atriested tetel , stripe. i 1 7 i 1 i EI
- cf 3ON31OS 1 ts W :ta 3 H 1 O1: 2. I CI 3 M 68-T -A l
l l l
r r i f 1.3.1.3 .4 rt t*e zoar ;stAPJ LA; ;tefahrt:sted pa-*1 ini.e' anti-e ontv ste f a..r era .,'e .*f t' .=ble tr r u.1:e 0.3" x 0.020" stainless attel h ndir.g saterial. !?e recentended santrum :tstita tetvtan the , stsiclete stect band: chall net em:ees 6 inctes. I.3.1.6 tut a pie:e of stress skin 1&rf.e e909et to isrs a c:::!cte trcr I art.n ti.e bett:r t:o s:c stica el t*e ted;e trav. the trata11+.4
;t.thMa LA4 pre a ct:1 cates s atel c:rner a igle . [.1
- e ?" vs e r l.p .
1.3.1.7 Sesurely wr.c t*e stress s'r te areund tt.e eatste :s>I trav anc the T'..I%t; '.A0 s te *st rica te d s atel t rnt: an!!cs, and tren fatten wit 5 0.)" x U.Vgy" s tainle s s s teel le::tr g rar es 4 al at a ***L ur. of 12 t ach ir te eva ? s. 1.).l.8 Ler;1ete tr.e installati:n by a;;1ying a riniwan votrL mse of 0.123" of 1 e t urre-? a*. 310-1 Sob 1Lulng Tr sel Orate Matettal cr.to tt e 1 et t!re e t;e n s s'. in wisp. 1.3.2 CFIICH 2 As an eption to Step. 1.2.1.1 1.2.1.2. 3 no 1.3.1. the f ollevits
...;veut141 e tere shall to used to uP6tado a previews 1Y inctalled oce
- hour fire rated systes to a three hour fire fated syster.
1.3.2.1 Fo11v. t' e trete; usee teocrited in 5teps 1.3.1.1 throu:h 1 3.1.5, 1.3.2.2 l'aing 1/8" THERH3-LAG - reat*3 St* ees skin. form e c:r.plete vrap steund the buttum, cut er.d sites of the estle tra?. the installed ' THERMOatAO Corte r a t*148. Plac a four itch cettleP. [ 1.3.2.3 feturely wrap the 1/6" ;Etteo-LAC - creted strese ekin creens the satire catie tray and the THEF.MO-Lt.C trefotriteted panel cerret ' engles. Sto then festen with D.5" x 3.020" atainl**e steel b.ndin6 raterial at a canises of 12 to:h intervalw. i 1.3.2.4 totslete the instellation by filliet in ti>e e! Lee and joints with i TEI5MF-LAS 330-1 Sublising Trewel Cra *e F.aterial, I 2 t e 5,8 3 3 H 1 12: .L T G3M 6G-t -AC l E1 *d 3ON31os :
. .. 1
4 9 F i i t ISI TECHNICAL NOTE 20624 i r THEF.MO-LAC 330 FIRE iARRIER SYSTEM r INSTALLATICN PROCEDLRES MAVJAL PC'TR CENERATING P1)S* APPLICATIONS l SECTION VI ! t i THERMO-LAG 330 TIRE BARRIER SYSTDd.S : FOR INTERFACES * ~ r l l l l l t t 5 4 i m 7_-... .
t TSI !ECENICAL NOTE 20684 ! SECTION VI l THERMO-LAG 330 FIRE BAERIER SYSTEMS TOR INTERTACES ! i The three -{3) basic designs of - the THEEMO-LAC 330 Tire larrier System, used to ! previde therral protection for cable trays, conduit and instrezent tubing Interf aces with penetration seals, valls, ceilings and other raceways installed
. in pcver generating plants, are: [
....... Prefabricated Panel Design ...... ;
....... Direct Trovel-On Design ......
....... 330-660 Flexi-Blanket Thermal Barrier Design ......
f i l ne zaterial components of the first design are comprised of THERMO-IAC Stress Skin Type 330-69 and TRERMO-LAG 330-1 Sub11 ming Katerial which are , pref abricated into panels af the f actory. l
)
ne Direct Trevel-'.4 Design is comprised of THERMO-IAC 330-1 Subliming Trowel Grade Material which is troveled on at the jobsite. l i ne material components of the THERMO-IAG 330-660 Flexi-Blanket nermal Barrier i Design are. maprised of a heat blocking thermal catalizer, reinforced on both j sides with a low density fiberglass cloth. ! I l 1 i i l { i t VI-1 ! l
i i I i The following paragraphs set forth the sequential steps involfed in installing l these three (3) designs. 1.0 INSTA1.LATION OT ONE OR THREE HOUR INTERTACES BE7VEEN A CABLE l TRAY, CONDUIT, INSTRIXEh*I Tt'BING, AND A PENITKATION SEAL I DESIGN METHOD 1 l 11 Cut and form a box shaped and flanted section f rom a one or three hour ; fire rated Prefabricated Panel as shevn in Figures VI-1, VI-2 and j VI-3. The sinimus height of the flange shall be sufficient to cover j the wall opening and accoc=odate approved f asteners. j s l 1.2 Mount the four (4) sided and flanged section, using approved i f asteners, installed at a maximum of 12 inch intervals, and a minimum ! of two (2) approved fasteners per flange minimum, to fasten the i section to the concrete wall, and 16 ga. minimum stainless steel tie j vires or 0.5" .x 0.020" minimum stainless steel banding material, ! installed at a maximum of 12 inch intervals, to seture the four (4) l sided section to the cable tray, conduit or instrument tube. l l i 1.3 Apply sufficient amounts of the THERMO-LAG 330-1 Subliming Trovel i Grade Material to cover the bolt heads and to fill in the ends of the installed interf ace. i DESIGN METHOD NO. 2 1 1.4 cut and for's a box shaped and flanged section from a sheet of ) THERMO-LAG Stress Skin Type 330-69. I 1 1.5 Mount the four (4) sided and flanged section on the entity usins ! 18 ga. minimum stainless steel tie wires or approved fasteners to j ' f asten the assembly together, and approved f asteners to f asten the j section to the concrete wall. l 1.6 Apply a coating of TRERMO-LAG 330-1 Sub11 ming Trovel Crade Material, in a minimum dry film thickness of 0.500 inches for one hour l
. protection and 1.00 inches for three hour protection to the Stress l Skin section using a trevel. ,
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DAI )RK SHEET P [OF FIHE TEST ON STEEL. l. ADDER BACK Cant.E TRAY 12" x 4" PROTECTED WITH M)DIFIED 3 HOUR DESIGN tlSING TilERM)-l.AG TEST: PREFAHRICATED PANEL.5 AND STRESS SKIN. JOB NO: 3 DURATION: 1 HOURS
' 30 . OF WORKMEN IN CRFW: N/A n/A SUBSTRATE TEMPERATURE:
AIR TEMP: _ WEATilER: INTERIOR DATE: 20 APRIL 1989 CHECKED BY tT r THERMO LAG 330-1 TI' DU'0-I AC 330-1 PREFABRICATED PANELS THERMO LAG 330-69 STRESS SK1H Tnwa1 crnde F9-03018 LOT NO: F081188 1.0T NO: 9-04010 DATE IN!1 AVERAGE OTY USED SIZE PART NO. StTBSTRATE DAR~ L - I sa wMr" %h ' k .zs- sso cr I sdXvs " EaD2%#2 laL3v-07 e aA ~ L ~- ~M. aan con fi aa+L 2 6 ,.,ea p l r,O& n K " & L 8. eda Y.2 3 ecf $h m/. aldo a a "awb d 24- a a & ,,ad. d6an A!wkmNn d1 N wN& (%%an Awg a.Jfus2
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rn Ln. %A __n __ R us a JL ,. n" w%MLL a <JLAc~. h s h L 4 u c 9-o w o se s(([f, 1. a o.oe 14/fr , s
-_ s DATE: dC ,
SIGNATURE: ,
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e o Certificate of Conformance e-
. . Job No. 653M-SJ Custocer Ird.:strial Measure ent Co.
P.O. No. 3367-sc Itee(,): one (1) Part No., Code or Description EW3129. G/G-20-D: Qaentity: 1,060 ft.: 3 SpocIs lilIS IS ~IV CERTIFY 711AT THE MATERIALS AND/0R PARTS RiRNISHED ON THE SUBJECT PURCHASE ORDER COMPLY WITH THE TERMS AND SPECIFICATIONS CONTAINED TifEREIN. 1 l BY: N I)[ x Ed Kohler - OC Superviser QUALITY CONTROL DEPT. DATE: 3 / 13 / 89 TE-250-1 MlVO ELEu RIC saceie e<ook, sew aersey 07ee:
ama ' o RJJI MATI11AL
- i g -
i THEF10-LAC STRESS SKIN c RM MATERIAL SHEET Call 1R E1VD 1 1 C 1 1 ? LN G f 1 C a t y o , ' QU N ITY
'ADk 5$M L1 LOT NkY3E1 3 so-ss -'
07/IP8 1;lG-?T J20 Y/ gq omy ;
//
1CA1 TTY CCKn.0L FRCC DCII : 71cczptTx,g ytY3 E1 E?tC1JICATICM RISVLTS 191 itvand Diaceter A-22 0.018" Min. $,C ( 93 $ g , I
- cap- /Squa re Yard A-2 3 1.74 lbs. Min. [/ /# f-/4 fa M !
'e sh Si r e .
. A-24 60 Kin. ff t -tt - F 9 i
6, c LIJLCTID: ! ICuTn2r F.A n t 8"[d - Aunccmol.nuo m wi un: - 8-/6 PP D15DJ3 UT10s IC LVI.: MAST ER F IL3 t BYDIORY CCh'D,0L SV7nT1501 v.Anct.x of QUA1.1TT CCNnot I d e
ucuv1Nc ucox3
- 3. ICE 1VED TKOM:
too n s ER: /Cf[f f d O CCeAm: /1 >u - DAir: 6 4 A. /9ff_ ADDuSS : (&.Ab 8tecdun# sil'- r.O. No: f64 /gg CITY / STATE: bM N, [9 , 9 C 7d/ uG. NO: y V UV MATLKIAL _ _ LITL'h.NED GCODS DESCRIPTION: IT RITUKbT.D CODDS: LOCA710N: PROJEC7 NO: PRDAID COLLECT TRIICHI BILL NO: NO. OT PACKAGES NET QUAb'TIIT thy gggg PRODUCT CODE 330-61-3 3 3 X /00 LF 9 900 a l}. 063028' dI
- (M,} uu )
1 I f80 707A1. CROSS VT.- TOTAL NO. OT PKCS. [ . RD'. ARKS : ANY DAP. ACE TO CONTAINERS: _ TES ! YES po f DID CERTITICATE OF CONTORY.ANCE ACC0KPAn SHIFKEXI: ES NO 15 311.L 0T LADING AT1 ACRED: YES 70 IS PACKACING LIST ATTACRED: s n RICE 1VED BY$ (See reverse side for more details) 1 l
r i t i i
)
?
3 i I f I j CTL SUPPLIED EQUlFMENT i h i i i
?
t i b t construction technology laboratories. noc. 3 4
l l CSot 2613-116aa 001 Truenbit;ry %ber ship to: customer ceference: i CCNSTPUCT1GN TECHNOLOGY L ABOR ATOR IES E50434CA product: 3eci,'.g: 5420 OLO CRCHARD RCAD 345Fa a lo2 2;L - EkOklE IL 60077 ; ma inf r ame /sys t em: 3ee i. ;4: ; l l Gertificate of Gainatiott l i Dh certifies aat de above item was calibrated by disfacility and completed on de indicated date in accordance wid applicable Hewlett Packard i procedures. 41 de time of calibration de item met its published operating specipcations, t 1 Db certipes dat de above item was calibrused in compliance with ,
, ~31ilitary Standard Calibration Systems Requiremna* l.\flL STD 45662) l
' and applicable Hewlen Packard procedures. 41 de time of calibration, the t item met its published operating specifcations. l i
i Hewlett kkard calibration mensmmena are tracesMr e National l Standards, to de atent allowed by de National Bureau of Standards' ! calibretion facilities, or a the calibration facilities of other National : Laboratories. Men no National or laternational Standards abr, )
. tractability will be so Hewlett kkard Corporate Standards. l I
i l l l Temperature: L*T Rel Humidity: % CsGhrution Dee: GU02'** \ Y/ nsted-newnpaar 1 4
o- . I I I kP 3455A TEST REPORT l RO e: 261311644901 l SER 0 s 1622A80460 DATE 81 FE3 89 i 1
...................................................................... i i
i segment Nc. 1. lest per f orme c - PRESED i l 4 INIT!AL SECMENT i i
- 1. SAFETY CHECK ~ i POWER CORD RESISTANCEi i HOT. L ]HE TO CHRSSIS j EXPECTED MERSURED TEST YOLTAGE (M0HM) (MOHM) ,
191.3 => 2.00 36.78 I l CROUND LINE TO CHASSIS ! EXPECTED ME ASukED (OHMS) COMMS) !
-l 4
=< 1.000 9.418 !
- 2. UUT HP-13 RDLRESS CHECK i
E HP-13 ADDRE55 i
.k l
- 3. SPECIFICATIONS USED 6 sonth specificstions tr e used in the following t est sejsents. I f
i Segment No. 2. Test performed - PRSSED ! l HP-Il & DISPLAY CHECKS r t _ 1. . CHECK' US!HG ' TEST' ' FUNCTICH t EXPECTED MEASURED 14 to j i
- 2. HP-13 CCHTROL CHECK i l
I,
OPERATES LAMF FUNCVION ........ ......... YES GOOD REMOTE C000 YES
- TALX C00D YES LISTEH YES GOOD SR0 C00D YES DRTA RERDY (EOS) YES GOOD 31HARY PROGRAM
- 3. MA1HFRAME CONTROL CHECK <
FUSHBUTTON INDICATOR CONTEOL LAMP GFERATES LAMP CONTEOL .......... .........
....... C00D YE5 GSOL DC v0LIS YE5 COOL C00D AC vctis iEi COOD GOOD F RiT RC VOLTi GOOD 0000 rEi 2 W!EE kOHn! sEi GOOD GOOD 4 W!EE kOnMS GOOD N/A !
YES TEST GOOD GOOD YEi C00D SCALE GOOD YES N/A
% ERROR C00D YES MATH OFF CONTROL PUSH 3UTTON ;
OPERATES LAMP j CONTROL ._...... .._....... YE5 GOOD
.1 YES GOOD 1
(ES GOOD > 18 GOOD (Ei i 108 YES GOOD ik GOOD YE3 tek YES GOOD RUTO GOOD YES INTERNAL YES C00D EXTERNAL IES GOOD HOLD < MANUAL GOOD YEi , AUTO CAL GOOD i YES HIGH RESOLH tES GOOD ENTER Y .Ei GOOD ENTER 2 CONTROL INDICATOR LAMP QPERATES CONTROL ........ ......... YES GOOD INPUT SELECT Test performed - PASSED 8 Segment No. 3. ! I I*V ACCURACY CHECK T t' MEASURED DEVIATION HIGH EXPECTED (V) UUT (v DC) (V DC) - RANGE RESOLN ........ ......... 508.90 0.08 CFF 500.00 -4.005 ik V 500.000 40.H5 ik V ON 140.00 4.08 QFF 104.44 -0.002 Ik V 16@.d44 39.996 Ik V ON 100.J00 4.008 QFF 140.000 . 100 V
100 V OH 50.0006 49.9999 -0.0001 0.0053 ter V 0FF 10.000 10.000 0.000 0.002 100 V OH 10.00e0 9.9999 -0.0001 0.0013 10 V 0FF 10.0000 10.0000 0.0000 0.0009 ,
~
le V ON 10.00000 18.00006 0.00006 0.00083 le V 0FF 5.0000 5.0000 0.0000 0.0005 le V ON 5.00000 5.00003 0.00003 0.00043 10 V 0FF 1.0000 0.9999 -0.0001 0.0002 ' 10 V OH 1.00000 1.00000 0.00000 0.00011 1 V 0F F 1.00000 1.00000 0.00000 0.00010 1 Y OH 1.000000 1.000f'2 0.000012 0.000095 1 V 0FF 0.50000 0.50000 0.00000 0.00006 1 V Ou 0.500000 0.500 04 0.00006- 0.00005a 1 V 0FF 0.10000 0.10000 0.00000 0.0000, 1 v OH 0.100000 0.04)))) -0.000001 0.000014 0.1 V 0F F 0.100000 0.190001 0.000001 0.000051 1k V 0F F -500.00 -4;4.99 0.01 0.06 1k V ON -500.069 -4)s.997 0.003 0.053 Ik V 0FF -100.0v - 9 9. 9 ) 0.01 0.02 Ik V ON -100.0t0 -99.999 0.001 0.013 100 V 0FF -100.000 -99.999 0.001 0.011 100 V ON -100.0000 -99.9997 0.2003 0.0103 100 Y OFF -50.000 -50.00f 0.000 0.006 100 V ON -50.0000 -49.9999 0.0001 0.0053 100 V 0FF -10.000 -9.999 0.001 0.002 100 V ON -10.0000 -10.0000 0.0000 0.0013 10 V 0FF -10.0000 -10.0001 -0.0001 0.0009 10 V CN -10.00000 -10.00006 -0.00000 0.00083 i la V 0FF -5.0000 -5.h060 0.0000 0.0005 10 V ON -5.00000 -5.000s3 -0.00003 0.00043 la V 0FF -1.0000 -1.0000 0.0000 0.0002 10 V QN -1.00000 -0.99999 0.00001 0.00011 1 V 0Fr -1.00000 -1.00002 -0.00002 0.00010 1V Ch -1.000000 -1.000017 -0.000017 0.000095 i V CFF -0.50000 -0.50001 -0.00001 0.00006 1 Y CN -0.500000 -0.500018 -0.000010 0.000350 1 V 0FF -0.10000 -0.10001 -0.00001 0.00002 , 1Y Ch -0.100000 -0.100003 -0.000003 0.000014 0.1 V 0FF -0.100000 -0.100004 -0.000004 0.000051 t Segment No. 4 Test perf ormed - P ASSE3 ! ACV ACCURAC1 CNECK TRUE RMS AC CONVERTER 1 ACV ACCURACY CHECK UUT INPUT EXPECTED MEASURED OEVIATION TOLERANCE R A'4GE F R E C'JE HCY (V AC) (V AC- (V) (+/- V) RCV Function 1 V 70 W: 1.00000 1.0001? 8.00013 0.00120 1V 300 Hz 1.00000 1.00004 0.00004 0.00120 1 v 10 k Hz 1.000e9 1.00012 0.00012 0.00120 ' 1 V 20 kHz 1.00000 1.00025 0.00025 0.00120
. . . . . . ,6.co c.vist! - d . c 0 0 s. 9 0.00730 1 V 110 k Hz s.ee880 1.00206 8.002P5 0.02400 1 V 258 k Hz 1.00880 0.99974 - 6 . 8 0 0 h* 9.02400 1 V $80 kHz 1.00080 0.99819 -8.80181 8.85700 1 V 1 MHz 1.80800 1.92408 8.72480 8.09008 18 Y 38 Hz 5.8888 5.8821 9.8021 8.8893 18 Y 308 Hz 5.0808 5.8013 8.8813 8.8098 10 V 20 kHz 5.8888 5.8020 0.8028 0.0090 18 Y 100 k Hz 5.0000 5.0000 8.0000 0.0430 10 V 10 Hz 10.0000 10.0023 0.8023 0.0120 10 v 50 Hz 10.6000 10.0003 0.0008 0.0126 10 v Isa Hz 10.0000 10.0011 0.001: 0.0120 10 V $60 d: 10.0000 10.001? 8.0013 0.0120 10 v 1 LH: 10.0006 10.661; 2.0013 0.0110 10 v 5 kN: 10.0000 10.00 4 0.0024 0.0126 to V 10 kHz 10.0000 16.003's 0.0033 0.8120 la v ;0 L Hz 10.0000 10.0034 0.0034 0.0120 10 v 50 6 H: 10.0000 10.0015 0.0015 0.07?O 10 v 100 h dz 10.0000 9.9952 -0.0040 0.0730 10 v 110 k Hz 9.0000 9.0224 0.0224 0.2190 10 V 250 k Hz 9.6000 9.0300 0.0300 0.2190 10 V 500 k H: ?.0000 ).0774 0.0774 0.5190 10 V 1 MHz 9.0000 9.3726 8.3726 8.9170 108 V 36 Hz 100.000 100.026 8.026 0.128 100 V 300 Hz 100.000 100.021 0.021 8.128 188 v to kHz 100.000 100.027 0.027 0.128 100 V 20 kHz 100.000 100.030 0.838 0.118 100 v 180 k Hz 100.000 100.023 0.023 Y.130 1k V 24 Hz 2000.80 1906.25 0.25 3.00 1k V 30 0 Hz 1000.00 1000.31 0.31 3.08 Ik V 10 k Hz 1000.00 1000.68 0.60 3.00 FAST ACV Function 1 V 30 0 Hz 1.00000 1.00000 0.00000 0.00128 1 1 V 18 k Hz 1.00088 1.00009 0.00009 0.00128 1 Y l0 k Hz 1.00400 1.00022 0.00022 0.00120 1 V $6 kHz 1.00008 1.00815 0.00015 0.08730 1 V 180 kHz 1.00000 0.?9951 -0.00049 0.00738 1V 110 k Hz 1.00000 1.00203 0.00283 0.02488 1 V !O kHz 1.00000 8.99971 -0.00029 0.02400 1 Y 560 k Hz 1.00080 0.99817 -0.00133 8.05798 1 v 1 MHz 1.00080 1.02409 8.82408 0.89888 le V 500 Hz 10.0008 14.8006 8.0085 8.8128 10 V 1 kHz 10.0008 18.0009 8.0089 8.8128 l 0.8128 l 10 V 5 kHz 10.0000 18.0019 8.8019 18 Y 18 kHz 10.0088 18.0031 0.8033 8.8128 18 Y l0 kHz 10.0000 18.0030 0.8838 0.8128 18 Y 58 kHz 10.0008 18.0812 0.0812 8.8738 18 V 100 k Hz 18.0088 9.9951 -0.8049 4.8734 18 Y 118 kHz 9.8888 9.0222 8.8222 8.2198 18 Y 250 kHz 9.8008 9.8297 8.0297 4.2198 18 V 500 kHz 9.0988 9.8774 8.8774 8.5198 18 Y 1 MHz 9.9008 9.3724 0.3724 0.9178 100 V 340 Hz 100.000 108.821 8.021 8.128 188 V la kHz 100.008 108.826 8.826 8.128 180 V 28 kHz 100.888 109.037 0.037 8.128 188 y 180 k Hz 100.000 164.072 8.422 8.738 1k V 30 8 Hz 1000.88 1968.28 8.28 3.08 18 k Hz 1000.88 1000.58 '
8.58 3.80 Ik V
- 2. ZER* OFF 5ET CHECK UUT EXPECTED PEASURED RANGI, (V RC) LV AC) l l
- - ~^'
18 V *(- 8.8128 8.0013 l 188 Y *< 8.128 8.814 ik V' =< 1.28 8.12 f i i I S e ge e r.t No. 5. Test pe r f or r.e J - FASSED ' OHMMI 'i ACCURAEY CHEEK ! l 2/4 WIEE H1Ch E / F E ':TEL MEASUEEL LEV 1ATION TOLE 3 AfsCE ! 60HM FE50LH <t0HM) 4 k0HM- 'kOHn, +<.LOHn. ! 0.1 LOHM R ar.g e f k 2 0FF 0.?00063 0.100004 0.000001 0.000411 ! 4 CFF 0.100003 0.100002 -0.000001 8.000811 ! I k CHM Range 2 0FF 1.00007 1.80018 8.00083 0.00046 ! 2 CH 1.000073 1.000075 8.000002 0.008446 ! 4 0FF 1.08007 1.00003 0.00001 0.00006 i 4 CH 1.000073 1.000076 0.000083 0.000846 , i 14 kCHM Ringe i 2 0FF 18.0888 16.0883 -8.8885 8.8813 l 2 CH 10.88877 18.00026 -0.88857 8.08111 4 0FF 14.0008 18.8803 -8.8885 8.8889 ! 4 OH 18.80877 18.80026 -8.48051 0.08871 t i 108 kOMM Range ! i 2 0FF 100.881 108.881 8.808 4.407 l 2 OH 100.0089 100.0015 0.8087 8.0851 ; 4 0FF 100.081 144.446 8.885 4.887 ! 4 OH 106.4848 108.0002 -0.8886 8.4847 l 1888 kOMM Rtnge 2 0FF 999.97 999.95 -8.82 8.19 , 2 OH 999.978 999.977 8.887 8.146 , 4 0FF 999.97 1888.41 8.64 8.11 t 4 CH 999.978 999.976 8.886 8.146 14 MOHM Range i 2 0FF 18817.3 18015.8 - 1. 5 18.5 , 2 OH 18817.34 19814.46 -4.84 18.86 j 4 0FF 14417.3 18816.8 -0. 5 18.5 i 4 CH 14817.38 14015.59 -1.71 18.46 1 1 ____.............._... ....__ ____......._.._ ................_....... j l i STANDARDS USED: _ . . u
Tempererwre umssutement l Gorcoa Company
$710 kenosna St. Bes 500 Achmonc tit.no'S 60071 CERTIFICA'I CF CAL 1BRATICN Aor,i O 1%7 For Constr uct. i cn Te "nc i ce, P.C. . E50031CA .
1 Gorden Order s: CAS330 Cat. n: ::. 9 :c i terrs Ca : ibrated; I/C5 (46; Type. K tES C er t . T/Ci KP 2 M T , KN 230621B Let n: 6525P/9066P I St a r ca r es Inst: F l uk e BS40A CW Inso Bv: arn Nominal Actua l Std item item Cal. Cal. = Volt = Volt Fahrenheit i no. Temp. Temo. Reading Reading Departure l t I 1 800 803.61 17.635 17.614 0.25 1200 1202.51 27.034 27.122 3.73 - 1500 1506.17 34.090 34.101 2.10 1700 1701.c5 38.437 38.500 3.70 ; 1900 1900.89 42.744 42.778 1. 7"> l i Yl ,% Aality Techn i c i an b l; t i i t Ca ; ;brated i n accercance wi th ASTM E-220, E-230. and ; PTS 68. ; I i ereecce s.t s s.::- < en, s 1 s~s :n- ' era *: o:' i
m ; condruction technology loboratoriu, Inc. l
, Cao 0,ceare %ac sacare IH>s 6007? '030 P*cne 312%5 7500 Teea 9tC2actSE9 C'L sac
- Easyma 622001*C Facine 3t2%5-6541 ;
Issue Date: 8/1/88 i THIS IS TO CERTIFY THAT __1tet_L_Mll___ HAS BEEN EVALUATED AND IS CONSIDERED OVALIFIED TO ! PERFORM THE SPECIFIED ASSIGNED TASKS OF Level 11 Instrumentation Specialist DAS Operation Thersocouple Installation Level 11 Fire Test Specialist l Furnace Operation ASTM E119 ASTM E 814 1 1 EEE 634 U1 1479 ANI Fire Test Method i Coast Guard Department of Transportation Sub Part 92.07 Structural Fire Protection ! Level 1 Construction Technician Concrete Placing Steel Placing ! Nondestructive Field Testing (Pachometer) IN COMPLIANCE WITH CTL Quality Assurance Procedure 2a ! I and ANSI M45.2.6 C E R T I F IC AT I ON F ROM ____1/1 __ _,,__TO _____1/141 L ___=______ _ ____ CTL LEVEL 111 _____ __.r$_[ k ______________ _________ QA COORDINATOR ___ e __ ______________________ u 3ranco C6ces .05 2%E6ES SE AULE ' AccuA . CALLAS . ' Atw ASSE E ,
-. = - ..- .- _ . ._ - . -_ . ,
i FIRI TEST ON STEEL 13.DDER BACK CABLE TRAY 12" X 4" l PROTECTED WITH MODITIED 3 NOUR. DES 1CN USTNC THER.%-LAC l PRETABRICATED PANELS AND STRESS SKIN. ! EEST ARTICLE #3 .
- i i
y 9-03018 7 9-03018 79-03018 F 9-03018 SSI T ') y l} f f SSI y O flj ff j I Tojllgy SSI T p 3 ll ff l FANEL NO. 3 FANEL NO. 4 ; 1 PANEL NO. 2 i SEL NO. SIIE: 6"X38k" ' ZE: }7"x3Sg n SIZE: 3 7ny 3gg.. SIZE: 6"X35(" I
- 1. o. 650 3. n. 630 ;
- 1. O. 610 1. O, 680 ,
0.500 2. D. 610 n e,nn 2. n. tan !
).500 2. O. 640 0.500 2. O. 640
" O. 650 Mn 1. n. 626 f
"* 3 O ton 3.
- 3. O. 630 '
4- n. 590 t_ n.610
- 4. O. 650 4. D_ 67n __av av - >
70- s. n . 620
)
- 5. O. 570 5. o.650 ;
- 5. O 630 ;
- 6. o. 690 L n.600 l
- 6. O. 660 6. O. 580'
- 7. n t3c 7_ n.un ;
- 7. O. 570 nm n . 47n
-426 7. O.620_ .n Ats Max
' Ma* 8. o.630 8. n . 530 l Max.- 8. O.'640 (AX 8. O. 580 ^VE i
~* ^*6 n . 590 ;
A"I* 9. O. 600
- 9. O.640 9.
- 9. O.640 O. 570 10. 0.590 10. o.600
- 10. 0.660 10. *
- 11. 0.660 11. o.620
- 0. 620
- 11. 0.690 11.
- 12. 0. 570 12. 0.650 12. 0 510 i
- 12. 01730
- 13. 0.690 13. 0. I 0.630 13. 0. 5B0
[ 13.
- 14. 0.640 14. o.
- 14. 0.690 14. 0.
- 15. 0.710 15. o. t
- 15. 0, gen 15. 0.
- n. I
- 16. 0.680 16.
- 16. 0.670 16. 0.
- 17. n. i
- 17. 0. 17. O_
- 17. 0.620
- 18. 0, 18. 0 l
- 18. 0 ,666 18. 0,
- 19. 0, 19. O.,
- 19. 0 ,690 19. 0, 20, 0 20. t, .
f
- 20. 20. 0, 0 .690 Avc Avc. 0 ^VG- 0 . 650 0. 593 l Avc. 0 . 655 596 3 DATE 18 April B9
#d ,
CHECKD BY. ArrEOVED BY QUALITY Co m 0L MANAGER ! I i
1 TIRE TEST ON STEEL LADDER BACK CABLE TRAY 12" X 4" PDOTECTED E117M MDDITIED 3 HOUR DESISN USING THERM 3-LAC FRETABRICATED FANELS AND STRESS SKIN. TEST ARTICLE i 3
~ \ ~ !
Y 9-03019 Fg.0301g T9-0301B T9-03018 SSI I081188 SSI Tos11gg i T081185 SSI T 081188 PANEL NO. 7 FANEL NO. 8 NEL NO. 5 PANEL NO. 6 SIZE: 6" X 38k" SIZE: 6" X 3SL." ZE:17" X Y SIZE: 17" X 3Sh" 1, 720 1, o, 580 1. n. 740
- 1. ! 0. 630 0 O. 750 0.500 2. O.740 n snn 7. n. 760
).500 2. O. 620 0.500 2.
mn EI" Min n. 780
""" 3, j
- 0. 750 3. O. 540 1.
- 3. O 510
- 4. n.720 z n. 590
- 4. 0 490 4. O. 620 __40 w 70 i
- 5. n . 610 s. n.540
- 5. O , 590 5. O. 720
- 6. c . 620 6. n. 520
- 6. O. 470 6. O. 680
- 7. n.570 np 7. n . 620 ,
- 7. O. 740 n n(
626 7. O . 330 n _ g,.j s D* E"* 8. 0 610 s. n. d.a x . 8. O 570 _$'#* 8. O. 640 ^VE
^*6 Avg.
- 9. 0 620 9. n.
- 9. O . 5B0 9. O. 690 O. 620 10. o,690 10. O.
.O. O. 730 10.
- 0. 750 11. 0 680 11. n.
- 11. 0 ._720 11.
0.600 12. o ,650 12. 0
- 12. O_760 12.
- 13. O. 13. 0 660 13. o.
- 13. 0.720 14- O. 14. O.
- 14. 0 ,640 14. O.
- 15. O. 15 n.
- 15. D. 15. O.
- 16. O. 16. n.
- 16. O. 16. O.
- 17. 0. 17. n.
- 17. 17. 0.
0._ ,
- 18. 0
- 18. 0, 18. 0.
- 18. 0,
- 19. 0. 19. 0
- 19. 0, 19. 0,
- 20. 0. 20. c.
- 20. 0, 20. 0 AVG. 0 .638 AVG. 0 65 AVG. A . 0 690 0 . 611 DATE 18 April 99 ,
,/
CHECK D B ,Y I l APPTOVED BY_ QUAUTY CONTROL MMAGEK i
i . FIRE TEST ON STEEL 1 ADDER BACK CABLE TFAY 12 X 4" j PROTECTED WITH 10DITIED 3 HOUR DESICN USING THER.MO-LAC j PRETAERICATED PANELS AND STRESS SKIN. TEST ARTICLE i 3 l i F9-03018 F9-03018 FO-03018 F9-0301B SSI Togligg . SSI T051188 7081158 S SI T 081188 _ FANEL NO. FANEL NO. 12 FANEL NO. Io 31 EL No. 9 SIZE: 17 X 61" SIZE: E: 6 X 16\ SIZE: 6" X 16b 1
- 1. o. inn 1. n. 640
- 1. 720
- 1. O. 720 O__
- n. 620
- 2. O. o n n snn 7. l 0.500 2. _0. ,,n 0.500
.500 2. O 690 U" M" 1. n. 580 I"* 3. O. 7(n 3. D.630
- 3. O. 650 t n.540 ,
A. n. 6an O 640
- 4. O. 700 4. _06 su ,
n . 610_ l
,1 0-
- 5. o.690 s.
- 5. O. 610
- 5. O. 670 6. n . 700
- 6. O. son 6. n.800
- 6. , O. 740 nyt 7. n. ?tn nm 7. n . 770 n_A9s 7. O. 540 25 7. O . 730 D* D* 8. n.
- 8. O. 8. O. Avg ax. 8. O. -4 a
- a. 9. n.
vg. 9. _ _O .
- 9. O.
- 9. O. 10. o.
- 10. O. 10. O_
O. O.
- 11. O. 11. o.
- 11. O.
- 11. O. ___
- 12. O.
- 12. O. 12. O.
- 12. O_
3 13. O. 13. O.
- 13. 0 13.
- 14. O. 14. O.
- 14. O.
- 14. O. 15 n.
- 15. 0. 15. 0
- 15. 0, 16. n.
O. 16. O. O. 16.
- 16. 17. n.
- 17. 0. 17. O_
- 17. 0., ,
- 18. 0
- 18. 0 18. 0.
- 18. 0
- 19. 0, 19. O.
- 19. 0
- 19. O, 20. t, .
- 20. 0, 20. 0.
- 20. 0, AVG. 0 6.
AVC. 0 653 AVG. 0 . 704 AVG. 0 ,700 18 April 89 DATE he _ CHE M ED BY APPkOVEDBY. 2& - QUAL.1TY CONTROL MANAGER
TIRE TEST ON STEEL LADDD BACK CABLE TAAY 12" I 4" PROTECTED VITH M3DITIED 3 HOUR DES 1CN USING THERMO-LAC PREFABRICA7ED PANELS AND STRESS SKIN. TES' OTICLE 3 l P9-03018 F9-0301S P9-03018 T9-0301B S$f FJ8118B SSI F 08118B SSI T081188 SSt 7 0811BS FANEL NO. 35 PANEL NO. 16 FANEL NO. 13 F E EL NO. }4 4" x 4" x 25" SIZE: 4" x 4" x 28" SIZE: 4" x !." x 30" SIZE: 4" x 4" x : SIZE: i
- 1. 1.200 1, 1. {
). i ). 350 L 1. 1. 320 1 1.00 1.260 1.00 7_ 3, 1.00 2. 1 .00 2. 1. 250 7.
- 1. 300 3, 3.280 .g , 1.
- 3. 1. 730 3. 1. 260
- 4. 1_ 260 I ^ ^
av 70 TO
- 5. 1_ 310 70
- 5. 1. 350 5. 1.250 g, j, j 6.l1.350 f, _ 1. f
- 6. 1.420 6. 1. 370 ' I 1.30 1,250 1 50 y 1.
1.50 7. j,270 1.50 7, j,200 7, 1.330 8. 1-
- 8. B. 1. 200 8.
1.420 9.l1.290 9. 1.
- 9. 1.270 9. l 1.210 I
- 10. 1.250 10. 1_ 310 }o. j,
- 10. 1.290
- 11. 1. 11.l1. )). 1.
I 11. 1, _
- 12. I 1. 12. ! 1. 12.l1. 12. 1.
- 13. 1. 13. ,
- 1. 13.!1 13 1 {
I 14 1. 14. I 1. 14.l1. 14. is.1 3. 35 i is. i.
- 13. I i.
- 16. I 1. 16. I i. .
i6.i i. n. I 17.! 1_ 17. 1
- 17. 17. I 1 . __
1.
- 18. ! 1. 18. 1
- 18. 3, 18. 1.
19.l 1. 19. 1
- 19. ), 19. ! 3.
- 20. 1. 20. 1
- 20. 3,
- 20. l 3, AVC. 1.282 AVC. 1 AVC. AVC. 1.246 3,3)y l
DATE 18 APRIL 1989 K.ED BY A/ l . 7 ATFROVLD BY_ QUAL 17Y COhlFOL FJ.'.ACER l l
TIRE TEST ON STEEL LADDER 1AC. .O LE TRAT 12" X 6" PROTECTED VITH PODITIED 3 HOUR DESICN USICC THEF.M3-1AC ]
?RETAERICATID FAh*ELS Ah*D STRESS $ KIN. !
j
. TEST ARTICLE 3 ,
.- ' i 79-03018 F9-03018 i
,-03018 79-03018 l SSI FDB1188 S$f T 081188 [
.5# 7081188 S5t T081188 !
PANEL NO.19 PANEL NO. 20 l U:EL NO. '17 FASIL 1i0.18 >
$12E' 4" x 4" X 36" SIZE: 4" x 4" x 3( l 12E: 4" X 4" x 36" 5121: 4" x 4" X 36"
- 1. 1.130 3, j,ph;
- 1. 450 1. 1_ 290
- 1. l L '
1.00 1,27 f
') .00 1.00 2. 1.160 t ').00 2. 1.450 2. 1. 190 1.260 *4 . 1.12 f 3 1.430 3, ). 210 3.
j,31 f 190 g_l3_300 t t
- 4. 4. < 1_ 4v 0
1_11n " 70 40 3, 3,170 3_ 3,3-l
- 5. i _ 420 5. 1. 240 6.!1.410 g, _ 1.25f 6, 1.380 6. 1. 300 f 1.50 7. 1.360 1.50 , ).25 i ,
1.50 7. j,260 1.50 7, 1. 280 ;
- 8. 1__. _210 8, 1 2f l
- 8. 1.220 8. 1. 93n 1.230 9, 1.3r
- 9. 1. un 9
- 9. 1.300
! 10.li_280 j o, 3 ,3-
- 10. 1.320 10. 1. 320 1.
- 11. 1. 11. 1. 11.!1. 11.
- 12. 1. 12. 1. ,
17 ,
- 1. 12. l 1.
13.l1. 13. , ) . f
- 13. 1. 13. 1.
- 1. !
- 14. 1. 14. l 1. 14.l1. 14
- 15. 1.
- 15. 1
- 15. l 1.
- 15. j.
1. 16.I 1. '
- 16. l
- 16. 1. 16. 1.
- 17. 1. !
- 17. I 1. 17. l 1.
- 17. 1,
- 18. l 1. 18. 1.
- 18. 3,
- 18. 1.
- 19. l 1. 19. 1.
- 19. j,
- 19. ! 1.
- 20. 1, 20. 1.
20, 3,
- 20. l 1.
^ I 2bI ^ *
- AW.
- f AVC. 3, 373 } 259 ;
i l DATE 18 APRIL 1989 '
-I Cl ED BY A-s l f
. l j
APP ROVED BY___ _ h l i QUALITY CON 1ROL FJ.';AGER i 1
w.m s -- ~ _ t i I I i 1 1 i E 6 f f 1 i i i APPENDIX C ; s s i
)
i 1
)
I I i l l l I e i l l COPSITUCllon technology laboratorets. If I l
240056 - TSI - 05/05e89 ; FURNACE r.Tm0 SPHERE TEMPERATURE (DEG. F) ! TEST TIME, FURNRCE ASTM E119 VAR 1RTION FROM Hr: Min TEMP. TEMP. R3TM TEMP. F F F 0:00 210 68 142 0:05 1110 1000 110 0:10 1360 1300 60 2:15 - 1392 1399 -7 0:20 1454 1462 -8 0:25 1511 1510 1 0.30 1560 1550 10 0:35 1594 1584 10 0: 40 1630 1613 17 , 0: 45 1657 1638 19 0:50 1669 1661 8 l 0:55 1687 1681 6 1:00 1706 1700 6 1:05 1722 1718 4 1:10 1741 1735 6 1:15 1759 1758 9 1:20 1761 1765 -4 1:25 1761 1779 -18 1: 30 1772 1792 -20 1:35 1795 1804 -9 1: 40 1992 1815 -13 1: 45 1814 1826 -12 1:50 1825 1835 -10 1:55 1834 1843 -9 2:00 1947 1858 -3 2: 10 1863 1862 1 2:20 1865 1875 -10 2:30 1869 1888 -19 2: 40 1881 1980 -19 2:*0 1894 1912 -18 3:00 1905 1925 -20 l ARER UNDER CURVE = 294961 DEG. F-MINUTES ; RREA UNDER ASTM E119 CURVE = 294608 DEG. F-MlHUTES l VARIRT!OH FROM RSTM CURVE = 08.1225 % construction technology laboratories l
(fMSHIEL1)lD TMLMXO9PEI LOCA110H FACE 1 0F 5 FIFE TEST ON STEEL LADDER BACK CAILE , TRAY 12" X 4" PRO 7ECTED BY PRETAEF,1-TEST MO: DESCR!?7 ION: FATED F/SELS. VRAPPED WITH STRESS SKIN COATED WITH THEW)-LAG. DUF.A710N : 3 Hot'R ORIENTATION: CONDUC7 OR: Ch r ocel / Al un e) TYPE: CC-20-VK SIZE: #20 57 F).ND: Solid DA7E: 14 MARCH 1989 CHECKED BY: B. E. Evans - Quality Cont rol Manage r TEST ARTICLE f 3 4 I l 7HER.MDCOUPLE CAELE DI M.CII ON DIST ANCE COMMENTS l 1 l> (crua') Top teg Tray 27k" Top teg - - - - - - - - - - - - - - - - - - - - - TC 1 gg 300MCM End Tray End Top Leg Tray 39k" Top teg 12k" Rear of TC 1 TC 2 g 300MCM End Tray End TC 3 cy) 300MCM Around Curve 51 " Top Leg 12" Rear of TC 2 Tray End TC 4 Qiy 300MCM Around Curve 63k" Top Leg 12" Below TC 3 Tray End Around Curve 75k" Top Eeg 12" Below TC 4 TC 5 bid 300MCM Tray End i i e TC 6 300MCM Bottom Leg 87k" Top Leg 12" Front of TC 5 bgj Toward Tront Tray End Bottom Leg 99-3/4" Top Leg 124" Trent of TC 6 TC 7 un) 300MCM Toward Front Tray End ACR'AL T . C. LDCATI )N 3/4" TROM %RKED TRONT OF TRAY TCb'ARD CENTER.
~
3 -, ; ._ _ ._ _ _. _ - - _ . _ _ _ _ . . _ . _ . PA E OF 5
-l1H$t41ELDED TMLR4DCOUPLI LOCA710N 71RE TEST ON STEEL LADDER SACK CASLE ,
l t TRAY 12" I 4" FROTECTED BY FRETAERI-7LST MD: DESCR1Fi10N: nTED 7/stLS. WRAPPED VITH STRESS SKIN COATED WITH THERM-LAG. DUP.AT ION: 3 Hot's ORIENTA110N: - I SIZE: #20 CONDUCTOR: Ch r oe cl / Alur el TY PE: GC K K l l 57 RAND: 5olid DATE: 14 F.OCH 19E9 CHECKED BY: ! B. E. Ivans - Qus11ty Cont rol Manage l l TEST ARTICLE /! 3 f
\
DIRECTION DISTANCE COME NTS ! THERMDCOUPLE CABLE C rs. e,. ------------------- TC 8 12/7 Top Leg Tray 27k" Top Leg l End Tray End 12/7 Top teg Tray 39k" Top Leg 12" Rear of TC S , TC 9 had ' End Tray End TC 10 12/7 Around Curve 52" Top Leg Tray 12-3/4" Rear of TC i g4 End l 4 12/7 Around Curve 64" Top Leg Tray 12h" Below TC 10 . TC 11 ga g) End j i Around Curve 77" Top Leg Tray 12 " Below TC 11 l TC 12 b u) 12/7 End l i Bottom Leg 89" Top Leg Tray 12" Front of TC 12 TC 13 @ r) 12/7 End , Toward Front i Bottom Leg 101" Top Leg Tra) 12" Tront of TC 13 TC 14 (75) 12/7 Toward Front End
;E OF TRAY TOWARD CENTER .,
ACTI'Al T. C. LOCA"10N 3" TROM d.ARKED TRoh7 ED ! l l i f
/
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._, 1
e . W5H)I@ID THI8M3 COUPLE WCA71W PACE 3 OT 5 i FIRE TEST ON STEEL LADDER BACK CA3LE . TT.AY 12" 1 4" FROTECTED BY PRETAERI-TES7 NO: DESCRIP710N: rATTD PAFELS. VFAPPID VITE STFISS SX1H COATED VITH THEF30-LAC. DUKA110N: 3 HOUF ORIEN7A710N: - CONDUCTOR: Daozel/Alure) TY T E: CC-20-KK SIZE: f20 57 T.AND: 5ol16 . D AT E : la KAFCH 1959 Gi1CKED EY: w/ B. E. Evans - Quality Cont rol Manager TEST AKTlrLE f 3 I CAELE D1kECTION DI ST ANCE COMKEh75 THERMDCOUPLE c n c. TC 15 14/2 Top Leg Tray 26-3/4" Top Leg -------------------- (i ci) End Tray End TC 16 { . g) 14/2 Top Leg Tray 3Bk" Top Leg 11 " Rear of TC 15 End Tray End TC 17 g :<,) 14/2 Around Curve 50-3/4" Top Leg 12" Rear of TC 16 Tray End TC IB 14/2 Around Curve 62-3/4" Top Leg 12" Below TC 17 [o ) Tray End 74-3/4" Top Leg 12" Below TC 18 TC 19 g i) 14/2 Around Curve Tray End TC 20 O N) 14/2 Bottom Leg B6-3/4" Top Leg 12" Tront of TC 19 Toward Tront Tray End TC 21 (9,) 14/2 Bottom Leg 98-3/4" Top teg 12" Tront of TC 20 Toward Tront Tray End C ESTER. ACTUAL T. C. LOCA"10N B" EROM d.ARKED ER0h7 ED;E OF TRAY TOVARD l
WSM)ELDI9 THI8.CC09Pkt LOCAT3CH PACE 4 OT 5 l l FIRE TEST ON STEEL LADDIR BACK CABLE ! 77AY 12" X 4" FF07ECTED BY FRETAERI-i TES7 ND: DESCK17710N: IATED PAFTLS. VR.APPED Vm SHESS SKIN COATED VITH THER.MO-LAC. 3 HOUR opitwyA3;og: DUFATION: __ CONDUC7OR: 0.rocel/Alueel TYFt: CC-20-KK SIZE: f20 1 E7FAND: $olid D AT E : 14 PAPCH 1989 CHECFLD BY; E. E. Evans - Qus11ty Cont rol Manager TEST ARTICLE # 3 l THELMDCOUPLE CABLE DIRECTION D157ANCE COPF.E iTS CTL A 26k" Top Leg Tra) -------------------- TC 22 [aQ Bare 6 Copper Top teg Tray End End TC 23 Oh) Bare Top teg Tray 3B\" Top Leg Tra) 12k" Rear of TC 22 6 Copper End End TC 24 g3Q Bare Around Curve 51 " Top Leg Tra) 13" Rear of TC 23 6 Copper End TC 25 (th) Bare Around Curve 64" Top Leg Tray 12\" Below TC 24 6 Copper End TC 26 [j35) Bare Around Curve 75" Top Leg Tray 11" Belev TC 25 6 Copper , End TC 27 hPS) Bare Bottom Leg 87" Top Leg Tray 12" Tront of TC 26 6 Copper Toward Tront End TC 2B Qyo] Bare Bottom Leg 100 " Top teg 134" Tront of TC 27 : 6 Copper Toward Front Tray End ACTUAL T. C. U CATION 10-3/ ," TROM PARKED 'RONT EDGE OF TTAN 70VARD CENTER.
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3= 33= l 4 - 12 TC5 I TCIO + 12 TC3 1Cil j Jlik'*TC4 ~ 12 /7 TC LOC ATION ' 300 WCW TC LOC ATION , e q- TC 28 o TC21 26{ 1'
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- l2 TC 25 -
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i 14/2 TC LOC ATION '6 BARE COPPER WIRE TC LOCATION l F THERMO-IAG 330 PREFABRICATED PANEL 2200 C ASSENS DRIVE ONE HOUR DESIGN ENHANCED FOR THREE g ,,, -ST Lo g ,WiSSOURI 63076-HOURS FIRE RESISTANCE -.aNONE - *a W =- - * > W 'S
... 8 - 2 5-8 9 r./ ..--..
- FIGURE 1: LOCATION 0F THENMJC0UPLES WITHIN
* * * * ^ ' ' " ~ ~ '
THE TEST ASSEMELY TicrEF 1
e . I TIF E TEST O'; STEEL LALDER LACE C AELE TR.W ; 7 t s7 p,0 - 7157: 32" X '" FROTECTED - BY P3tETAERICATEI) DANFLS - i DUF.AT 105 : 3 HDL.E
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3 HXR DESICS { j pg7t. 14 5%FCH 1999 _._ _ j 0FIENTAT105: _ , CCSDUCTCF: CP: M L / Al t*EL S T F>.ND : 50L1D N E:CG-20-D: 512E: e 20 l 1 CHEC)ED EY: TEST ARTICLE 3 I E . E . E V AN S - Or AL17 Y CONT R OL K' N A r.E n , Location of the Thermoccuples was estat'.ished with the test arttele rest ing on the botten le.g cf t he C sharped art sele. t i CD'O*EST S 1 DI F ECT10N , DISTANCI eTHEFJOCOUPLE: ' CAhlE Tray ' 3B 3/ 4" Tree Too Tray En crt A. TC A Rung B Tray Top (/ y3} i h e 14th Rung E TC B QM.), Rung 14 . 1 I l 1
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i yung 20 of Bottom g"Tront of Bottom , TC C gnt , .
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FICURE 2
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i < l 4 e i 1 1 i l 1 1 i I t p l l f r TSI SUPPLIED EQUIPMENT f I 4 i Y t l I i l L i f e E _. p 4 P constructoon technology laboratories inc.
- r. u (lJ Al l i) Cl**.; b D1 Yl v il li f
- 10'. Ih4) l (110 Fi l p} )
TEFT AET1CLE 3
'- TIRE TEST ON STEEL LADDER EACK CAELE TR!iY 12" X 4" PROTECTED BY PRETAERICATED PANELS. - )pt N: 3 HOUR 3 HOUR DESIGN LEGEND: C - Centrol 1 - Instrurentation I ~ IO**f CHECKED Ei T- 1er.perature Reference E. E. EVANS DAli l' MARCH 39E9 ORALITY CONTROL P.ANAGEK 1 TEM TYPE DESCF1PilON TUNC110N AFEA IN RE *'. ARK S NO.
P 2 x 0.519 ALL CABLES PUFCRAFED 1 Generie 300 MCM FROM. Triantle TVC INC S NA 300 MCM type Melville B. Hall Inc. 3001 Spruce Street THHN or TMUN or St. Louis, Mo. 63103 Gasoline. Oil Resistant TS1 P. O. 6654 11MTk' or Ak'M 1321 or AWM 14/13 VW/1 600 Volt CD use ( UL ) 12/7 C C 5 x 0.307 CABLE TRAYS 2 Generic 1 SUPPLIED BY: noyal Electric SDT/TC Vashington Public SUN-RES, direct Power Supply System. Burial type TC 12/7C Richland, WashinFton Type THHN CDRS 99336 600 Volt ( UL ) IL/2C j I la X 0.086 3 , Generic I . j Royal Electric SDT/TC
? ,
SUN /RES Direct Burial
', Type TC 14/2 C Type i TH%N or THk'N CDRS i
i 600 Volt ( CL ) l' 6 Eare Copper Wire T 1 X 0.024 4 ) Generic ( 7 Strand ) l Total Area In 2 = 7.602 In 2 i i ' i
! l i j l' ,
m- u r 240056 - TSI - 05/05/89 TEMP. READINGS (DEG. F.) { TIST TIME. T/C HO.
- H-: Min 1 7 58 59 60 61 tt I O0 (A0 60 M 3:00 t 7 67 67 67 67 t 7 !
3:05 d '3 67 67 68 68 i 8 f' 3:10 t 3 68 69 69 69 1 8 3:15 t r3 70 72 72 71 < 9 3:20 1 3 '4 76 78 78 1 1 3:25 t B 79 82 87 38 ; 4 1 3:30 t 9 84 88 100 100 , 9 3:35 t 8 91 96 Ill 111 i 4 3: 40 1 8 100 105 122 123 1 0 3: 45 t 8 110 115 133 135 1 6
.): 5 0 1 :
8 119 124 144 146 11 2 4:55 4 9 130 134 167 169 1l 0 l 1:00 4 9 141 147 176 172 1; 0 1:05 1 0 147 155 190 131 1: 3 1:10 1 0 150 159 202 133 Id 6 1:15 1 152 162 209 204 11 3 1:20 1 155 163 218 213 it 0 1:25 2 159 165 226 224 14 5 1:30 2 164 166 240 238 11 1 1:35 4 167 166 257 256 11 7 1: 40 l '5 168 163 274 278 11 3 1: 45 7 169 162 294 301 li e
- 1:50 9 170 164 318 324 11 7 7
1:55 1 0 172 167 342 346 24 5 2:00 1 1 174 170 365 368 2: 4 2:10 1 4 176 172 404 401 2: 4 2:20 1 7 175 174 434 426 21 4 2:30 < 0 177 176 469 459 21 5
- 2: 40 '
2 179 178 510 432 21 6 2:50 < 3 184 186 569 538 3; O ; 3:00 ' 5 195 205 636 600 3< 2 i w construct >on technology laboratones. anc.
m 248056 - T5I - 05/05/89 TEMP. READINGS (DEC. F.) TI:ST TIME, T/C NO. Hr : Mi n 1 19 1:8 I F1 il2 113 114 __ U) W 3:08 L7 L7 E7 E7 68 68 3:05 E7 E7 D7 E7 68 69 1:18 !? L7 E7 57 78 78 4:15 [8 58 EB ;9 71 72 3:28 "1 . 'l 'O '2 73 75 4:25 '4 F5 '4 "6 76 78 1:38 '9 "9 "8 31 79 82 f 3: 35 r5 E4 33 37 35 89 3: 48 b9 98 EB 92 34 99 1: 45 P4 F6 P4 38 184 til 4:58 R8 1 51 P9 ; B4 113 128 s 4:55 1 b5 : 96 i B6 a ll- 125 137 f 1:08 1 :3 l '1 i L2 I l8 138 148 1:05 1 LB 1 L7 1 ;B ; 23 145 148 1:18 1 t3 1 t2 i t3 . 27 146 148 l 1:15 1 t7 1 t7 1 09 1 32 148 149 ; 1:28 1 11 1 R2 : B4 ; B7 141 157 ; 1:25 1 B5 1 B7 i ll : 51 146 162 1:38 1 B8 1 L1 ! L6 1 67 149 168 1: 35 : l2 1 16 1 53 1 52 152 175 , 1: 48 I I6 1 51 1 59 1 57 155 181 l 1: 45 1 50 1 56 1 E5 1 52 157 186 1:58 1 55 1 El l '2 1 58 158 192 ! 1:55 1 58 1 E6 l '9 1 P3 159 197 I 2:08 L E5 l '1 1 P8 1 77 161 282 2:05 i s9 1 '? 1 P8 1 B1 163 287 2:18 ; P7 1 B1 2 57 I B6 164 218 I 2: 15 ; B8 1 B5 2 .9 1 93 167 215 2:28 2 B1 : B9 2 P4 1 99 169 228 < 2:25 2 l3 : P3 2 l6 ; B6 171 225 2:38 ; 23 1 E9 2 52 s t3 173 238 2:35 3 51 2 HS 2 it ; 21 175 234 2: 48 2 k2 2 ,3 2 ;7 ; 29 177 239 2: 45 2 52 2 t1 2 '6 3 38 178 244 2:58 3 54 2 ?9 2 k5 2 55 179 249 2:55 3 58 2 17 2 53 : 57 181 256 3:88 3 L3 2 64 J k8 : 53 184 262 construction technology laboratories i,
240056 - TS! - 05/05/09
- TEMP. REAL1H05 (LEO. F.)
TIST TIME. T/C HO. H": Min 115 e + 116 117 118 119 120 U) W) (I) LA U) ts) 3:00 0 68 6B 68 68 68 3:05 0 68 6B 68 68 68 3:10 0 69 69 69 69 70 3:15 0 70 70 70 70 72 3:20 0 72 73 73 72 75 3:25 0 74 76 76 75 79 3:30 0 70 81 61 30 84 3:35 298 64 86 68 36 90 4: 40 0 93 98 97 36 99 4: 45 0 102 109 108 106 108 4:50 0 114 117 117 113 118 4:55 0 129 129 129 125 131 1:00 0 139 139 139 137 142 1:05 0 141 144 149 145 149 1:10 0 142 145 147 143 152 1:15 0 146 141 142 139 155 1:20 0 153 147 146 135 157 1:25 0 147 157 151 137 159 1:30 632 153 160 157 141 161 1:35 0 159 164 161 146 162 1: 40 0 164 168 165 147 163 1: 45 1629. 167 172 169 148 163 1:50 0 171 177 172 148 163 1:55 1219 174 182 175 150 164 2:00 2108 178 186 178 151 165 2:05 8 182 190 181 152 167 2: 10 0 186 194 185 153 168 2:15 0 191 198 187 154 169 2:20 0 195 202 191 155 170 2:25 0 199 206 194 157 171 2:30 0 204 210 196 157 171 2:35 0 208 214 199 159 172 2: 40 0 212 219 202 160 173 2: 45 0 217 224 206 162 174 2:50 0 221 229 210 164 175 2:55 0 227 234 215 168 177 3:00 0 232 240 221 173 179 construction technology laboratories
m 240056 - 751 - 05 05/89 TEMP. REAL1HC$ (DEC. F,) TI.S T TIME, T/C NO, H+: Min 121 122 123 124 125 1 t6 (9) (ic) 1.Q rM (y 33 3:00 68 68 68 68 68 0 3:05 69 69 68 68 48 9 9 3:10 71 71 69 69 69 0 3:15 74 75 70 72 71 15 3 3:20 78 79 73 75 74 13 '2 3:25 83 84 76 80 79 '6 3:30 89 89 81 86 35 10 1 3:35 97 95 87 94 72 0 3: 40 106 103 96 104 101 0 3: 45 117 113 106 114 111 0 3:50 127 124 116 124 121 0g 3:55 138 135 127 134 131 By 1:00 150 145 138 144 143 0 ;$ 1:05 159 155 147 152 152 8 1:10 163 163 150 156 156 0* 1:15 169 171 152 161 158 0, 1:20 175 179 155 165 162 0I 1:25 182 186 160 171 167 0 1:30 189 190 165 176 173 0 3 1:35 19. 194 169 101 178 07 1: 40 202 195 172 185 183 B i 1: 45 209 197 175 189 187 edh 1:50' 216 202 178 194 191 0 1:55 222 206 181 199 175 0 2:00 228 211 185 204 200 0 2:05 234 216 189 209 204 0 2:10 240 222 193 214 208 0 2: 15 245 227 197 219 212 0 2:20 250 231 202 224 216 0 2:25 255 237 206 229 220 0 2:30 261 242 210 234 223 0 2:35 267 247 215 239 227 0 2: 40 271 254 219 245 231 0 2: 45 278 260 224 252 235 0 2:50 285 267 229 256 240 0 2:55 291 275 234 262 246 0 3:00 300 284 240 269 253 4 construction technology Inboratories
i 248856 - TSI - 05/05/09 l TEMP. READINGS (DEG, F.) ft.ST TIME,- T/C HO. [ Hr: Min 127 128 129 138 131 132 i fd (*Q f a) (15 ) te%) Vo) - 4:88 68 68 68 68 68 68 i 4:05 68 69 69 68 68 68 { 4:18 71 74 71 69 78 78 3:15 74 76 75 71 73 74 ; 3:28 77 88 80 75 79 79 l 9:25. 82 86 86 81 35 85 4:38 87 94 92 87 ?! 92 ; 94 184 98 93 188 3:35 79
)
4: 48 183 116 186 182 189 110 4: 45 113 126 116 112 128 121 4:58 119- 136 127 121 118 129 , 4:55 138 149 139 134 148 148 l 145 ! 1:08 142 168 158 151 151 1:05 147 168 159 152 168 168 f 1:18 147 178 166 155 165 165 1:15 148 173 175 159 171 178 - 3 1:28 149 178 184 163 176 174 1:25 158 184 193 167 138 174 1:38 149 198 288 172 138 175 1:35 147 195 286 175 181 177 ! 1: 44- 143 199 218 177 192 178 1: 45 148- 284 214 188 136 179 i 1:58 139 211 221 183 131 183 1 1155 138 217 227 187 176 187 2:08 138 223 235 191 282 191 2:05 138 229 243 196 286 196 ,, 2:18 137 233 258 288 289 199
'2:15 137 238 257 285 213 2P2 2:28 138 242 264 289 218 288 2:25 138 247 278 213 222 212 l
2:38 138 258 276 217 226 212 2:35 138 254 283 221 238 218 2: 48 139 258 289 225 235 220 2: 45 148 263 296- 238 242 225 ; 2:58 141 267 383 234 245 234 ) ' 2:55 142 273 311 239 253 244 3:08 144 279 328 245 264 254 construction technology laboratories
l 240056 - TSI - 05/05/89 TEMP. READINGS (DEG. F.) TI.S t TIME. T/C HO. > Hr: Min 1 13 134 135 136 eJ 137 138 (ad L;3) (ad tas) (4 9 ) 3:00 22 -6 67 67 70 67 67 , 4:05 8 67 68 70 67 67 1:10 0 69 71 68 68 69 3:15 6 71 73 64 70 71 ; 4:20 0 74 77 60 74 76 l 9:25 6 79 82 56 77 80 i 4:30 0 83 88 50 33 86 l 3:35 0 92 99 43 32 96 4: 40 0 103 til 32 104 109 4: 45 8 113 122 0 116 121 4:58 8 117 130 8 125 129 4:55 8 138 140 0 139 141 t 1:08 1:05-( 1 8 0 139 140 148 154 0 8 147 151 150 158 1:10 d 8 139 157 0 156 161 1:15 8 135 158 9 155 163 , 1:20 0 133 162 0 158 166 [ 1:25 I 8 132 167 8 162 169 1:30 f 8 128 169 8 167 167 1:35 0 124 169 8 170 166 1: 48 8 119 169 8 172 166 i m 1: 45 g 8 116 178 0 175 168 , 1:50 $ 8 115 174 8 179 171 j 1:55 a 9 114 178 0 132 175 2:08 E 8 114 182 0 136 181 2:05 8 114 185 8 191 183 l 189 0 194 184 2:18 8 113 f 2:15 8 113 193 0 178 189 ! 2:20 0 114 197 0 202 193 2:25 0 115 200 8 206 194 - 2:38 8 114 202 0 218 197 2:35 8 114 206 0 214 199 2: 40 0 115 209 0 218 284 > 2: 45 8 116 211 8 223 218 2:58 8 116 213 8 227 213 . 221 l 2:55 8 119 218 8 233 . 3:08 .8 128 224 8 239 234 construction technology laboratories
m l i 240056 - TSI - 05/05/89 TEMP. READINGS (DEG. F.) TI's t TIME. T/C NO. H-: Min 140 l' 1 1< ? 143 144 I
% 1) (-;S) LN (C. )
3:ee 67 67 e e 68 70 3:05 67 67 0 0 68 70 i 3:10 69 68 0 0 69 68
): 15 72 '
70 0 0 72 66 3:20 75 72 0 0 79 62 3:25 60 77 0 2 38 57 I 4:30 BB 83 0 0 100 51 3:35 97 92 0 0 113 43 3: 40 109 105 0 0 125 0 5: 45 120 113 0 0 137 0 3:50 125 119 0 e 149 8 4:55 138 134 0 0 173 8 1*00 149 149 g 6 , e 192 e 1:05 157 156 0 0 j e 193 8 160 155 t 0 6 179 1:10 4b 8 1:15 161 155 h a e 209 9 t:20 162 151 e J e 217 e 1:25 1:30 160 146 8 ) 8 228 0 159 143 C 0 {8 243 0 - 1:35 1: 40 158 157 140 137 f B J B 262 0 > [ B e 294 6 , 1: 45 157 135 - 0 M B 307 8 1:50 159 135 kI O ( 0 329 0 ; 1:55 160 137 h 0 8 352 0 g 2:00 163 138 0 0 373 8 2:05 165 148 B B 391 8 l 2:10 166 141 B B 406 8 2:15 169 4 0 0 418 8 i 2:20 173 ' 3 0 431 0 ' 2:25 175 ? B B 446 0 2:30 177 lj B 461 0 ; 2:35 180 145 B 478 8 2: 40 183 146 B 436 0 ! 2:*5 188 146 B 517 9 2:50 193 158 B 542 8 ! 2:55 201 155 B 572 8 ! 3:88 218 164 B 611 8 l cornstruction technology laboratories l
242056 - TSI - 05/05/89 TEMP. READINGS (DEG. F.)
'. .. TIME. T/C HO.
H-: Min 145 146 117 158 1<9 1 EO M) f_G) 3:00 67 67 EB E8 3 iR 3:05 70 67 i8 58 0 LB 1:10 79 68 EB ;8 0 ;8 1:15 75 70 i8 68 2 'l 3:20 77 73 b9 E8 0 "6 ) 3:25 82 77 'l 59 0 L4 1:30 92 83 "3 "O O E2 3:35 105 90 "6 "2 3 E9 4: 40 118 100 '8 "5 0 I r6 3: 45 128 til il '8 6 1 .3 4:50 138 121 b5 B1 0 1 t1 4:55 158 131 IO B5 8 1 11 1:00 159 145 E5 PB B 1 L1 q 1:05 166 149 1 51 kB B 1 69 1:18 167 153 ! !7 l i8 8 1 56 1:15 167 148 1 ,4 1 23 0 1 52 1:20 178 147 1 21 1 B5 0 1 E9 1:25 176 150 1 E9 2 65 0 1 '6 1:30 182 157 1 17 1 51 B 1 s5 1:35 188 164 1 >4 1 E6 B i P4 1: 48 195 169 1 58 1 E9 B 2 B4 1: 45 281 173 1 E5 1 E2 B 2 L5 l 1:58 208 177 1 s1 1 i5 B 2 E7 l 1:55 215 181 1 L7 1 i9 B 2 39 2:08 228 184 1 '4 1 '4 B 2 51 2:35 226 188 1 11 1 '9 B 2 54 2: 10 238 193 1 F8 15 B 2 P7 2: 15 234 197 1 P6 1 18 B 2 P8 2:20 238 201 2 53 1 66 B 3 B3 2:25 242 206 2 .1 2 k3 B 2 L5 2:30 245 211 2 .9 2 1 B 27 2:35 248 215 2 E6 2 8 B : 39
, 2: 40 251 220 2 E4 2 !5 B : 52 2: 45 256 225 2 f4 2 12 B : li5 2:58 268 230 2 E4 2 L8 > l B8 2:55 264 236 2 L3 2 L8 B l B3 3:88 269 242 2 "4 2 i6 b d B5 w
construction technology laboratories
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