ML19331E163
| ML19331E163 | |
| Person / Time | |
|---|---|
| Site: | Calvert Cliffs  |
| Issue date: | 08/15/1980 |
| From: | Pish M, Poirier L, Schraeder A SOUTHWEST RESEARCH INSTITUTE |
| To: | |
| Shared Package | |
| ML19331E162 | List: |
| References | |
| NUDOCS 8009080352 | |
| Download: ML19331E163 (182) | |
Text
__ __
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rf]33 gityprp3g3 gas]33it3Mg
@] Fl]B3 FPBW337]3]MW311 SLAB NO. 2
@23638f 234@9a3333a339 by Michael D. Pish L.J. Poirier A.L Schraeder FINAL REPORT B A LT IM ORE Prepared for:
G AS AND I BALTIMORE GAS J
)
d AND ELECTRIC COMPANY Charles Center P.O. Box 1475 Baltimore, Maryland 21203 Z~_~'2,5 % ""'.".' ,f"~",,".Z;~""f"',O '";'.L*~J',"2%,'OZ """
August 15,1980 Reviewed:
Approved:
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1 11.
ma
- V George K. Wolfe, P.E.
Edward M. Briggs, Director Manager, special Projects Ocean Engineering
-O oceea eaoiaeeriao ead structurei oesioa ad structurei oesioa 1
80o908o352
TABLE OF CONTENTS Page LIST OF FIGURES iii LIST OF TABLES-iv
SUMMARY
l DESCRIPTION 2
TEST SLAB A.
Construction 6
B..
Penetration Loading 6
C.
Scaling of Penetrations 6
TEST FACILITY 17 TEST PROCEDURE 21 TEST RESULTS A.
Test Observations 24 B.
Summary of Test Acceptance Criteria 25 C.
Test Conclusions 26 APPENDIX I
' PROCEDURE FOR FIRE TEST OF CABLE PENETRATIONS APPENDIX II PHOTOGRAPHS OF INSTALLATIONS; FIRE EXPOSURE PERIOD; HOSE STREAM TEST; AND POST TEST EXAMINATION APPENDIX III QUALITY CONTROL DOCUMENTATION (ICMS)
APPENDIX IV UNEXPOSED SURFACE THERMOCOUPLE DATA
-APPENDIX V
. DATA SYSTEM APPENDIX VI CABLE PENETRATION FIRE STOP QUALIFICATION TEST -
--.--u,
LIST OF FIGURES Figure 1.
Test Slab Layout Figure 2.
Reinforcement Detail Figure 3.
' Penetration Identification and Cable Loading
~
t Figure 4.
Schematic of Slab Layout Figure 5.
Cable. Tray Layout Figure 6.
Cable Tray Penetration No. 1 Figure 7..
Cable Tray Penetration No. 2 Figure 8.
Cable Tray Penetration No. 3 Figure 9.
Cable Tray Penetration No. 4 Figure 10.
Cable Tray Penetration No. 5 Figure 11.
Cable Tray Penetration No. 6 gO Figure 12.
Te st. Furnace Figure 13.
Furnace Temperature Figure 14.
Furnace Assembly 1
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LIST OF TADLES i '
Table 1.
Cable Types Used
. Table 2.
Cable Loading Table 3.
ASTM E119 Time / Temperature Curve 2
Table 4.
Test Observations Table 5.
Summary of Test Results 4
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1
SUMMARY
On 30 July 1980, six cable tray penetrations designed by Baltimore Gas and Electric Company and installed by Insulation Consultants and f
Managements Services (ICMS), Incorporated and Southwest Research Institute were ' exposed to a three hour fire endurance qualification test following the ASTM El19-76 time / temperature curve. The penetrations were also subjected to a hose stream test as described in Section 5. 3.12 of IEEE 634-1978.
The purpose of the test was to obtain a three-hour fire rating for existing and modified fire stop designs in accordance with ASTM E119-76 time / temperature requirements, the hose stream test of IEEE 634-1978, and Baltimore Gas and Electric Company Fire Test Procedure for Calvert Cliffs, Units 1 and 2, dated 12 June-1980. The fire exposure test was conducted without a differential pressure only, as the differential pressure test (Test 2b of the referenced procedure) was deleted by BG&E in their letter of 2 July 1980 which is reproduced on page I-19, Appendix L Penetration seal construction consisted of various loaded cable trays filled with Kaowool, silicone foam and coatings.
i TEST ATTENDEES Conducting the test project:
Mr. Michael D. Pish, Project Manager Mr. ' Jesse J. Beitel, Test Engineer Mr. A. L. Schraeder, Test Coordinator Mr. L. J. ~ Poirier, Test Documentation
. Witnessing the test for Baltimore Gas and Electric Company:
Mr. Premnath Bhatia, Senior Engineer Mr. Gregory W. Powell, Fire Prevention Engineer Also witnessing the test was:
l-Mr. Mike Stine, ICMS r
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2 DESCRIPTION
- m A test slab that had been previously used for a similar test of i
Baltimore Gas and Electric Company cable penetrations was used to mount six cable trays in a 36 x 72" blockout opening cast into the test
- slab, details of which are shown in Figures 1 and 2 The cable trays were grouted in place,.and the remaining openings were sealed by welding or bolting 3/8" steel plates on the bottom of each opening and filling them with sand. Penetration identification an' cable loading is shown in Figure 3.
Based on the information given to Southwest Research Institute by BG&E the following descriptions are included:
- 1) Cable trays 1, 4, and 5 represent the fire stop design as origi-nally proposed by BG&E.
- 2) Cable tray 2 represents the most conservative configuration which could exist in the plant with 50% fill.
- 3) Cable tray 3 represents the design which was previously tested i
successfully for three hours but during the application of a j
straight stream hose pattern some water was observed on the unexposed side. This tray is being retested.
- 4) Tray 6 represents the fire stop design as originally proposed with additional modifications.
The test slab was placed on a horizontal furnace and exposed to the standard ASTM E119 time / temperature curve. After three hours of exposure, the test slab was lifted in a horizontal position for. the hose stream test and then moved to an area adjacent to the furnace, where it was put on
. blocks 'to cool and view.
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Test Slab Layout O
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Reinforcement Detail
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50% fill.
(90% silicone, 10%
(90% silicone, 10% non-siliconek
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Empty - Welded plate on bottom, and filled with sand.
Not used for test.
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l O-Figure 3.
Penetration Identification and Cable Loading
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6 TEST SLAB P
'A.
-CONSTRUCTION-( ).
A floor section form, 8 ft. x 10 ft. x 12" stepped to 24" thick had been previously constructed of 12" steel channel with a double mat of No. 8 rebar on 10" centers as shown in Figures'1, 2 and 4.
A series of eight openings were cast-into the test slab. One of these was a 35" x 72" blockout for
~
six cable tray openings, four were pipe penetrations, and three were blockout /
wireway openings. The cable tray blockout was the only opening used for this test. The pipe sleeve openings were sealed by welding a 3/8" steel plate on the bottom of each sleeve and the wireway openings were sealed by bolting a
~
3/8" steel plate, sealed with Kaowool, with threaded rods through each opening.
The unused openings were then filled with sand.
The test slab and cable tray grouted openings were then reconditioned by patching a few spalled areas with Embeco 636 grout, and cable tray supports were then welded to the basic framework.
B.
PENETRATION LOADING The cable trays were loaded as defined by the Baltimore Gas and Electric Company Fire Test Procedure for_Calvert Cliffs, Units 1 and 2, dated 12_ June 1980, which is reproduced in Appendix I.
The type and exact number of cables used is shown in Tables 1 and 2.
1 C.
SEALING JF PENETRATIONS The_ cable trays were-installed and sealed by ICMS and SwRI personnel using the materials specified in the referenced Procedure. A det' ailed listing of the 1
installation procedures used during the seal preparation and Quality Control-t dccumentation appears in Appendix III. Drawings of the cable tray assemblies appaar in Figures 5 through 11.
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Schematic of Slab Layout O
8 TABLE 1
O CABLE. TYPES USED Number of Conductor Insulation Function BG&E Conductors Size Cable Code 2
14AWG Silicone Control B 12 /B62 5
14AWG Silicone Contr n B 14/B64 7-12AWG Silicone Control B 19 3
10AWG Silicone Power B01/B51-2 14AWG Silicone Instrument C01/C51 2
14 AWG XLP Control B25 5
14 AWG XLP Control B27 3
350MCM HTK Med. Volt.
A02 (Triplexed)
Power (5KV) 4
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9 TABLE 2 O
CABLE LOADING Type and number of cables per tray Cable Tray 1 Tray 2 Tray 3 Tray 4 Tray 5 Tray 6 Code (100%)
(50%)
(100%)
(50%)
(50%)
(100%)
B 12 22 16 25 16 19 B14 24 16 19 16 25 B19 32 22 37 22 35 B01 28 22 20 22 22 C01 24 22 24 22 17 B25 10 6
12 6
10 B27 10 6
10 6
10 A02 4*
' TOTAL 150 110 145 4*
110 138
- Four sets of three 350MCM cables, triplexed a
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Cable Tray Layout
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3 applications of approximately 1/4" wet L'
Flamemastic.71 A to form 3/8" dry, both exposed and unexposed sides.
24" x 4" x 72"
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Cable Tray Penetration No. 1
12 o(j 3 applications of approximately 1/4" wet Flamemastic 71 A to form 3/8" dry,
,both exposed and unexposed sides.
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Cable Tray Penetration No. 2
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Flamemastic 71 A to form 3/8" dry, both exposed and unexposed sides.
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Cable Tray Penetration No. 3
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Cable Tray Penetration No. 4
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Flamemastic 71/. to form 3/8" dry, both exposed and unexposed sides.
24" x 4" x 72" ladder w.,
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Silicone foam, 9" depth both exposed and un-PLA Al V/EW expoced sides Two 3 /8"-NC all-thread rods F
with nuts and washers I
~ fr 100% Cable Fill Temporary damming, top and bottom. Removed after foam had set.
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SECr/CM A-A Figure 11. Cable Tray Penetration No. 6
17 TEST FACILITY The floor penetration assembly fire resistance test was conducted using a horizontal furnace with an open area of 8ft. x 10 ft. (See Figure 12). A flue gas opening was provided on one end. Eight Maxon self-aspirating burners were mounted in the sides and ends of the furnace.
Eight furnace temperature thermocouples were located 2-1/2 ft. inside each side wall at 2 foot centers with the first pair of thermocouples 1-1/2 ft. from the flue end of the fu.nace at the 24" elevation. Twenty four thermocouples on the unexposed side of the six cable trays were connected to multi-point temperature recorders having a range of 0 to 2,000*F and a digital printout of 60 points per minute. The instrumen-tation is described in Appendix V and the data obtained is contained in V) i Appendix IV.
All gas flow to tha burners was controlled manually and continu-ously indicated by the average of six furnace temperature thermocouple readings take n at 12'? from the exposed specimen surface. The s e air-erage temperatures are shown in Figure 13 and Table 3.
Since the test was conducted outdoors, a building was erected around the furnace to meet ASTM E119 standards. This structure was i
adequate to prevent excessive air currents over the unexposed surface of the test slab. The outside temperature was 80 degrees F at the start of the test.
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FR**T Il'r *DIA (G PLACES.)
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FURNACE AVERABE
+ FURNACE AVERAGE A E119 STD CURVE Y E119 + 10%
= E119 - 10%
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7 2000
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20 40 60 80 100 120 140 160 180 TIl1E (11INUTES)
TEST DATE: 30 JUL 80 PROJECT NO.: 03-5980-003 b
Figure 13.
Furnace Temperature
20 TABLE 3 ASTM E119 Time / Temperature Curve Standard Time Curve
-10%
Actual
+10%
Time 0
70-63 80 77 0
1 200 180 220 1
2 400 360 440 2
3 600 540 660 3
4 800 720 880 4
5 1000 900 883 1100 5
6 1100 990 1212 6
7 1150 1035 1265 7
-8 1200 1080 13-20 8
9 1250 1125 1375 9
10 1300 1170 1228 1430 10 11 1320 1188 1452 11 12 1350 1206 1474 12 13 1360 1224 1496 13 14 1380 1242 1518 14 i
15 1399 1259 1430 1539 15 16 1414 1274 1555 16 17 1429 1286 1572
.17 18 1435 1291 1579_
18 19 1450 1305 1595 19 20 1462 1316 1523 1608 20 21 1474 1327 1621 21
, 0 22 1486 1337 1635 22 23 1498 1348 1648 23 24 1500 1350 1650 24 4
25 1510 1359 1622 1661 25
}
26 1520 1368 1672 26 27 1528 1375 1681 27 28 1537 1363 1691 28 29 1541 1387 1695 29 30 1550 1395 1636 1705 30 35 1584 1425 1560 1742 35 40 1613 1452 1554 1774 40 45 1630 1467 1546 1793 45 50 1661 1495 1561 1827 50 55 1681 1513 1591 1849 55 60 1700 1530 1611 1870 60 65 1718 1546 1632
.1890 65 70 1735 1561 1657 1909 70 75 1750 1575 1704 1925 75 80 1765 1589 1717 1941 80 85 1779 1601 1714 1957 85 90 1792 1613 1726 1971 90 95 1804 1624 1731 1984 95 100 1815 1633 1753 1994 100 105 1826 1643 1784 2009 105 110 1835 1651 1794 2019
- 110, 115 1843 1659 1804 2027 115 O
120 1850 1665 1834 2035 120 130 1862 1676 1835 2048 130 J^6 1875 1687 1853 2063 140 1888 1699 1826 2077 150
'160 1900 1710 1870 2090 160 170 1912 1721 1869
'103 170 180 1925 1733 1797 117 180
21 TEST PROCEDURE gLJ The prepared floor penetration slab with the fire stop materials in place was placed in position on top of the furnace. The temperature recorders were turned on, natural gas was fed to the burners, ignited,
anu the test clock was started. The unexposed surface was continually observed for penetration by flame or hot gases and its temperature monitored, by using the multipoint recorders. The internal pressure of Te furnace was also monitored throughout the test, and was main-tained at +0. 01 to +0. 02 inches of water. At one hour of elapsed time into the test, there was an apparent increase of the furnace internal pressure to +0. 22 inches of water, but examination of the pressure sensing tube showed that it had become obstructed, possibly by dropp-ings from the cables, and the pressure increase observed on the man-ometer was caused by heating of the obstructed tube. The sensing tube was cleared and the furnace pressure indicator immediately returned to normal, i. e., +0. 015 inches of water.
l At the end of the three hour fire exposure period, the fuel gas was shut off and, as quickly as possible, the protective enclosure over l
the test slab was removed. The test slab was removed from the fur-nace, remaining in a horizontal position.
A spray stream supplied from a 1-1/2 inch fire hose with a spray stream setting at 30' included angle and 75 psi nozzle pressure was then directed at the floor penetration fire stops from a distance of 10 feet to conduct the hose stream test. The nozzle was a Goodall Utility
~
FHN-172-U supplied by Baltimore Gas and Electric from its Calvert
22
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1 O.
Cliffs plant. This hose stream test is identified on page 13, Section t
- 5. 3.12 cf IEEE 634-1978 (Page VI-12, Appendix VI), and is commonly referred to as the "NEL-PIA Hose Stream Test".
The reauired hose stream application time for penetrations installed'in a 3 ft. x 6 ft.
blockout was 27 seconds. The ti.ne/ temperature record of the test is shown in Figure 13 and Table 3.
Figure 14 shows an exploded view of the test setup.
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Figure 14.
Furnace Assembly
24 TEST RESULTS ALJ A.
TEST OBSERV ATIONS The following are observations made during the fire exposure period, the hose stream test and the post-test inspection.
T ABLE 4.
TEST OBSERVATIONS Test Time Event
-0.05 Furnace loaded, very lig' ' winds, 81 *F, 88% RH 0:00 Burners on, timer on, recorders on, start test 0:05 Temp.
880*F Light smoke, furnace / spacer inte rface 0:10 Temp. 1228 ' F Very light smoke, trays 1,2,3,6 from between cables 0:20 Temp. 1523*F Smoke increasing slightly, tray 2 0:30 Te mp. 1636*F Slight 1r above norm, reduce gas ficw a little.
Only tray 2 smoking now, smoke is white, cool to touch 0:40 Temp. 1554
- F Increase gas flow, bit below norm.
0:50 Temp. 1561*F Smoke from tray 2 easing off 1:00 Temp. 1611*F Furnace pressure +0. 22" H O 2
Cleaned obstruction in sensing tube pressure now normal, +0. 015" 1:10 Temp. 1657 'F Light smoke, Trays 1,2, 3, 5, & 6 1:20 Temp. 1717 'F Stable, on curve 1:30 Temp. 1726
- F Trace of cool, white smoka from Tray 4.
1:40 Temp. 1753
- F Only trays smoking now are 2 and 3, very light smoke from between cables 1:50 Te mp. 1794*F 2:00 Temp. 1834*F Still light, white smoke from Tray 2 2:10 Temp. 1835 ' F 2:20 Temp. 1853 *F Tray 2 smoke slacking off 2:30 Temp. 1826
- F Very small amount of light smoke from Tray 3, very little smoke from 2 2:40 Temp. 1870
- F All stable, looking good 2:50 Temp. 1869 ' F Smoke from tray 2 light gray 3:00 Temp. 1797
- F Very light smoke again, tray 1, gray smoke from tray 2.
Center of tray 5 metal cover, south side, slightly dis-torted, pulling away from grout. Same on tray 2, both sides C
25 TABLE 4.
TEST OBSERVATIONS - Continued O\\
Test Time Event 3:02 Protective housing removed 3:03 Slab hooked and moved fo: hose stream test 3:04 Start hose stream test 3:05 Hose stream test complete, no water penetration 3:10 Photodocumentation complete 3:12 Slab settled for viewing Post-Test Observatione 1.
All seals (6) did not allow the passage of flames during the fire exposure period 2.
Light smoke did pass through all of the trays during the course of the fire exposure period, but remained cool to the touch.
3.
None of the seals allowed water to pass during the hose stream test.
B.
SUMMARY
OF TEST ACCEPTANCE CRITERIA A fire stop shall be considered as meeting the requirements for acceptable performance as prescribed in the BG&E test procedure, Section E, " Acceptance Criteria". (See Appendix I). It is restated below:
1.
Each of the individual cable fire stops shall be considered acceptable for use in rated fire barrier provided:
a.
Each fire stop withstands the fire endurance tests as described without passage of flame or gases hot enough to ignite the cable or other fire stop materials on the unexposed side for a period equal to the required fire rating.
26-b.
Each fire stop withstands the hose stream test as described OV, without causing an opening through the fire stop.
2 The successful completion of the above tests by such penetration assembly in the horizontal configuration shall qualify each such assembly for field installation consistent with the rating achieved in both horizontal and vertical penetrations.
3.
Results of one or several cable tray penetrations shall not prejudice the results of any other individual penetration design.
C.
TEST CONCLUSIONS As prescribed by the fire test procedure and the guidelines in ASTM E119-76 for the fire test, IEEE 634-78 Section 5. 3.12 for the hose stream test, and the ANI-MAERP Test Method for the temperature rise on the unexposed side, tae following is a list of concluswns made:
1.
ORIGINALLY PROPOSED DESIGN Trays 1, 4, and 5 successfully passed the referenced E119 fire test, the IEEE hose stream test and the ANI temperature requirement.
2 CONSERVATIVE CONFIGURATION, 50% FILL Cabla tray 2 successfully passed the referenced E119 fire test, the IEEE hose stream test and the ANI temperature requirement.
3.
PREVIOUSLY TESTED DESIGN Cable tray 3 successfully passed the referenced E119 fire test, the IEEE hose stream test and the ANI temperature requirement.
4.
ORIGINALLY PROPOSED DESIGN WITH ADDITIONAL MODIFI-CATIONS Cable tray 6 successfully passed the referenced E119 fire test, the IEEE hose stream test and the ANI temperature. requirement.
.27 4
5.
The highest temperature eeached on any penetration field, (F Thermocouples) was 311 *F on Cable Tray no. 5.
All l
other penetration field temperatures were below 300*F.
- 6.
The highest temperature reached on any grout field, (E thermo-couples) was 320*F on Cable Tray no. 2.
All other grout field temperatures were below 260*F.
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28 l
TABLE 5
SUMMARY
OF TEST RESULTS BGLE ACCEPTANCE CRITERIA (APPENDIX I) l No passage of gases No opening Penetration No passage hot enough to ignite due to Hose Identification of flames cable of seal Stream Test Tray 1 Pass Pas s Pass Tray 2 Pas s Pas s Pass Tray 3 Pass Pass Pas s Tray 4 Pas s Pass Pas s Tray 5 Pas s Pas s Pass Tray 6 Pass Pass Pass Grout Pas s Pass Pass l
O l
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O APPENDIX I PROCEDURE FOR FIRE TEST OF CABLE PENETRATIONS O
i a
O
I-2 O
FIRE TEST PROCEDURE FOR CABLE PE:TET ATIONS ADDI*IONAL TES*S CALVERT CLIFFS NUCLEAR POWER PLAIC UNITS 1 AIO 2 BALTIMORE GAS A D ELECTRIC C0!TA.Tf BALTI't0RE, MARYLA'TD O
l
/
O Prepared By b
Date
/
i f __ - /
Date Revieved By -
' /W
/
1 Date Feviewed 3v
. /
/
/
V
. /$
Approved 37 -
' ' ~ l_.
- ~
Date O
I l FIRE TEST PROCEDURE FOR CA3LE pg AND PETERATIONS O
CONTEITS PAGES TEST PROCEDURE 1h APPETDIX A - Installation Details Al - A2 APPENDIX 3 - !!aterials List B1 APPEIDIX C - Cables to be Supplied by the Sponsor C1 - C2 a:id the Reco= ended Tray Fills FIGURE 1 Fire Stop Penetration Test Slab Layout One Page FIGURE 2 Fire Stop Penetration Tray Blockout Details One Page FIGURE 3 Fire Stop Penetration Details One Page (Each Figu e)
O e
v
I-4 CALET CLIFTS 2iCLEfa POE FLA."'"
ontor:
Balti= ore Gas and Electric Co=pany Laboratorf:
A.
Purnose:
1.
The purpose of this test is to evaluate the existing cable penetration fire stop design and construction in order to qualify them by test at an independent test laboratorf per ASS! E-119-1976 Standard Ti=e-Te=persture Curve for the required three hour separation.
In addition, protosed =edifications to fire stop designs and construction vill be tested si=ultaneously.
2.
Two tests should be conducted:
a.
one with no differential pressure b.
one with a differential pressure of 2" of H O 2
B.
Seone:
OQ 1.
Test shall be. conducted on a custo= concrete slab having a l'-0" thick seg=ent with a blockout as shovn in Figure 1.
It shall be fire endurance tested for a min 4-" of three hours in accordance with AST! E-119-1976 Standard Ti=e-Te=perature Curve and hose strea= test shall be perfor=ed per A Std. 63h-1978, Section 5.3.12, except for the use of a no::le from the Sponsor's inventory.
2.
A single test, having various fire stop penetration configurations as shovn on Figure 2, shall be conducted within fifteen (15) days of issuance of a vritten Purchase Order to croceed.
3.
Each arrange =ent, i.e., each of six trays, sba" be tested and reported independently from ever/ other arrangement, thus constituting six concurrent fire endurance tests and hose stress tests in each of tvo tests.
k.
"'he fire stop asse=bly shall te tested in the hort: ental configuration (ficer configuration) to qualify for both floor and vall fire stop desig=.
1
%)
)
I-5 l
1 C.
Descriotien of "'est Materials:
1.
Two test sisbs shall be furnished to fit the test furnace with required bic keuts p)
(v as shown in Tigre 1.
"he laboratory shall supply ti.e Spenser vith the necessary drawings of the final slab design at the time of, or ' prior to, vri ten acceptance of the centract.
2.
- he test slab, casonry grout, all test instr =entatics, unistrut material,
=iscellaneous hart. rare and tools shall be supplied by the Labcratory. Mr_terials other than cables and ne::les, shall te provided by the Laberatory.
3.
All cables shall be supplied by the Spenser in crder that the test reproduces the installed field conditions.
k.
The insta11stinn of electrical cable and cable trays, grouting and fillin6 vith fire resistive =aterials shall be by the Laboratory. The Spensor shall f= nish no test site laber, but shall provide a representative to vitness the instal-lation.
5 Cable trays, shall be approxi=ately six (6) ft. long and installed with approximately one (1) foot extension belov the slab (into the furnace) leaving J
four (h) feet extending above the slab top surface.
6.
Cable trays and covers shall be galvanized steel or reconditioned with galva-nized paint by the laboratory sad installed as shevn on Fig =es 1 through 6.
7 Cable supplied in trays, shall be =edi= voltage (kerite), icv voltage pcver, control and instrunentation with sili:cce rubber insulation, glass braid and an everall asbestes braid. jacket, as provided by the Spenser. Spenser shall also' f=nish non-silicone :abber (E"', Y~.? cr I?".) insulated cable for use as outlined in C.B.
8.
Cable tray fill shall be as follevs, based en ehysical es :acity, i.e., level cross section as opposed to a percentage of nass vs. void area as is ec=en in the electrical trade:
i li Trsv Fill Cable "'v e*
n' s
^
'005 905 Silicone, 105 Non-silicene 2
50%
9c5 cilie ne, 10% Ncn-silicene __ __
I-6 Trnv Fill Cable ?rnd 3
1005 905 Silicone, 105 : Ton-silicone O
h 505 1005 Non-silicone D'ed. volt, F.TK-Kerite)
V 5
305 90% Silicone, 10% Non-silicone 6
1005 905 Silicone, 105 Non-silicone
- Percentage by number of cables.
The recoc= ended cable tray fills are shown in Appendix C.
Descrintion of Test 1.
The fire stop configuration shall be fire endurance tested to the AST'i E-119-1976 Standard Time-Temperature Curve for a mini =um of three hours.
2.
Innediately following the fire endurance test, the assembly shall be hose stream tested to IEEE Std. 63h-1978, Section 5.3.12, consisting of a spray stream set at 30 included anc,le, from a 1 1/2 inch no:nle from the Sponsor's stock at a pressure of 75 psi, at a distance of 10 ft., with a minimum flov of 75 gal./ min..The hose-stream shall be directed at the exposed side of the slab for a period of time determined by the net exposed slab surface area, on the basis of 21/2 min. per 100 sq. ft.
3.
Thermocouples shall be available and' instrumented for use in monitoring temperatures of various ele =ents during the fire endurance test. Minimum requirements of Tr'? Std. 63k-1978, Section 5 3.7 through 11, should be used.
E.
Accentance Criteria 1.
Each of the in:iividual cable fire stops shall be considered acceptable for use in rated fire barrier provided:
a.
Each fire stop withstands the fire endurance tests as described without passage of flame or gases hot enough to ignite the cdble or other fire stop materials on the unexposed side for a period equal to the required l
fire rating.
1 b.
Each fire stop vithstands the hose stream test as described without causing an opening through the fire stop. :
I-7.
2.
The successful concletion of the abova teste by such ocnetration asstmbly in the horizontal configuration shall qualify each such assembly for field installation consistent with the rating achieved in both horizontal and vertical penetrations.
3 Results of one or several cable tray penetrations shall not prejudice the results of any other individual penetration designs.
F.
Documentation 1.
Following the procedures as outlined in this Specification and also the standards as listed in 3.1, all data shall be provided to document satisfac-tory cot:pliance.
2.
Engineering data and references to the other publications which vere used to make the test and select the equipment shall be ineluded in the documen-tation.
3.
The resulta, pass or fail for each penetration, shall be documented and f
supplemented with photographs and a state =ent of the conclusions drawn ty Laboratory. A final certified test report shall be transmitted to the Sponsor within 15 davs of the completion of the test.
h.
Installation methods shall be described including any Quality Assurance data applicable to the specific materials and installation methods used.
G.
General Personnel from Baltimore Gas and Electric Company, Bechtel Corporation (con-sultant) and NRC shall be allowed to witness the tests. The Sponsor shall be notified 5 working days in advance of the performance of the test.
-h-
I-8 APPE7 DIX A Installation Detail,s
/O V
Figure 1 A general arrangement plan view of the stepped, two thickness test slab is shown which was sized by the SWR Lab for previous tests conducted for the spouser. The same slab shall be used for additional testing. Only 1 foot thick section of the slab with a blockout for cable trays shall be used. All other blockouts shall be closed for the duration of the test. The test slab shall be " patched-up" by cpplication of concrete patching materials containin6 epoxies to restore the test sleb and protect exposed reinforcant as may be required.
A similiar test slab, not having the two thickness feature, shall be reconditioned for use in the second test.
Figure 2 Figure 2 represents cable trays with different configuration of fire stops.
O (msl Cable trays 1, h and 5 represent the fire stop design as shown in Fire Study Figure D-2.
Cable tray 2 represents the most conservative configuration which could exist in tha plant with 505 fill.
Cable tray 3 represents the design which was tested successfully for three hours but during the application of a straight stream hose pattern sone water was observed on the unexposed side of the test sicb. This is to be tested again.
Cable tray 6 represents tha design as shown in Fire Study Figure D-2 vith additional modifications, which may be used if required.
All cable trays in the existing slab shall be cleaned. Apply a coating of galva-nized paint it' required.
(It is the responcibility of the lab to assure that cable trays and slab vill not deterio* ate since this was used previously.)
~
Each tray shall have Kaovool handpacked as shown in Fig. 2 (and also in Figs. 3, h, 5 and 6) at both top and bottem surfaces of the blockout.
The depth of the Kaovool
- Al -
-I-9.
chall be as shown in respective figures.
Kaoveel shall be handpacked after cables have been laced in cable travs. 3oth exposed surfaces (ie. opposite sides of this vall) of the Kaevoel packing shall be covered with a succession of three (3) applications of approximately 1/h" vet flamemastic T1A spray to form a final, cured coating of 3/8" depth.
See individual tray details for precise location of Kaovool packing and flamemastic coating.
Tray.No. 6 (Refer to Fig. 6) shall be the same as tre No.1 except a "U" shaped (9" x 9" x vidth of the tray) galvanized metal sheet shall be bolted around tray with 1/h" all threaded rod. This shall be filled with Silicone R""7 Foam (20 lbs/cu ft density). :Tecessary damming material shall be provided wherever required and then rtmoved before the test.
Firures.3, h, 5 and 6 The above figures represent individual trays.
OU Note: All cables in the cable tray shall be supported on both sides of the slab.
l
- A2 -
.__ ~ _ _ _ _
L
.I-10.
APPEDIX 3 i
Material-List
' Cables and spray. nozzle vill-be supplied by the sponsor. All other material shall I
be supplied by the Laboratory.
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.O A. The following cable types and quantities vill be supplied by the sponsor.
V BG&E Req'd Cable Quantity Tvee Function Code Feet 2/C #1hAWG Silicone Control 312/B62 680 5/C #1hAWG Silicone Control 31k/B6h 680 7/C #12AWG Silic'one Control B19 870 4
3/C #10AWG Silicone Power 301/B51 870 2/C #1kAWG Silicone Instrument C01/C51 870
~
3/C - 350*1CM HTK Medium Voltage A02 2h Triplexed Power (5KV)
A-1.
The following cable types and quantities vill be supplied by the Laboratory:
(To be purchased frac Rockbestos ComaA y,i 2/C #1hAWG XLP Control B25 152 5/C #14 AVG XLP Control B27 152 B.
Recemlended Fills The eight cable types are to be cut into 6 foot lengths and installed into various raceways with the following distribution and quantities:
Tray Numbers 1, 3 and 6 (1005 Fill)
B12/B62 27 Cables Blk/36k' 27 Cables B19 37 Cables E01/B51 37 Cables C01/C51 37 Cables i
B25/B75 10 Cables B27/B77 10 Cables Total 185 O
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Tray Numbers 2 and 5.(500% Fill) 312/B62 16~ Cables O
31h/B6h 16 Cables l
B19 22 Cables B01/B51 22 Cabies C01/C51 22 Cables B25/B75 6 Cables l
B27/B77 6 Cables Total - 110 4
Tray ! umber h j
A02 h Cables 1
For tray !!o. h, use 1/4" diameter spacina; between the cables.
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I-19 BALTIMORE i GAS AND ELECTRIC
/'
CHAFu.t:S CFNTER. P.O. BOX 1475 BALTIMORE. MARvLAND 21203 ti.EcrRic ENGINEERING ggly g, lghQ DEPARTMENT Mr. Michael D. Pish Senior Research Engineer Southwest Research Institute 6220 Culebra Road P. O. Draver 28510 San Antonio, Texas 7828h
Subject:
Performance of Additional Fire Stop Tests Fire Protection System (FCR 79-1053)
Calvert Cliffs Nuclear Power Plant Units No. 1 and 2 Rean. No, h2759-EE
Dear Mr. Fish:
This is to sonfirm our telephone conversation of June 23, 1980 in reference to additional fire stop tests at your facility. Please refer to our specification " Fire Test Procedure for Cable Penetrations, Additional Tests" dated ? r.e 12, 1980 and delete test A.2.b at this time. We are presently revieving NRC requirements c..d we vill advise you later if we wish to perform this test.
As I understand, the installation of fire-stop seals for test A.2.a vill start the week of July 7,1980 and the actual test can be per-formed during the week of July 14, 1980. Please let me knov
.'.f there vill be any changes to the above schedule.
Should you have any questions, please call.
ery truly yours, Premnath Bhatia Senior Engineer Electric Engineering Dept.
PB:jdv cc: Messrs. R. F. Ash D. T. Ward /C. H. Linthicum D. R. Holland /K. H. Sebra l /'
J. L. Larduskey i \\
R. P. Hunt T. P. Schaffer L. B. Russell /J. T. Carroll G. W. Povell L. A. Sundquist M. J. Gahan R. C. Smith l
II-1 l
t.
4
[
~
1 d
4 t
s t
9 i
i 2
i 1
I
.j APPENDIX II j
i l
PHOTOGRAPHS OF INSTALLATIONS; FIRE j
EXPOSURE PERIOD; HOSE STREAM TEST; i
{
AND POST TEST EXAMINATION 8
!O i
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rs
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p ew-.. -
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4---
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INSTALLATIONS 4
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l t
I 1
l 1,
II-3
/
r l
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1 l
L f
/' a
+
-e
- 5 m
4 Figure II-1.
Cable trays and supports in place l.
I,
- f. : '-
s.
's o,7 7
- j
',g,.
'+
5 f ', * ' S. ' S'.
/, ; Qt.
'3 :; w,'d.t '
?.
,.w
- .',_.y.,.v.
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., y..
- .q;e;p f'*. [' d" -..[-
. i.,
q :. ; g + w
.y
'h _
3 "
, t, s..
_ ' 7
,y up.
_.f.,". <
- f(.
i - l.-
r r.
- ~....-
. q /_. I.-
vb- ( $'$I[y%
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tv
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f.h;::*^E}
i
.~
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,q
..., f,..- ( v ~ g T,,,+ f.a
,,.~
c
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g V,.' + -
,, f ' 4.
,' 4.
,,..j
- . ~
s V
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. a;;
y;. *
- 2 _ ', J% '.,
1..
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3:'.*: % : c J.
"TiG r
- p, yy
,~
-i q.:
y
_gr
......, y -
u
~.
u.
i l
Figure 11-2.
Kaowool Installation, Unexposed side, Tray 1
j II-4 I
(
- [F,
1
-.w,
=
,e
'. FW
.%grr;m_ -
&,3
,)r-v -
[,
~~
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e s.
g.
e g y.
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.,,A,..
rw
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_ l%'
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.; ]
.\\s
, ' p \\r 33 V
_ f:
- +
';. ;_.. p m 4
.g y..., ?.
h ' *y, 7.
\\. b....t -($. g),.(%. :.f '/ #
J
-~ '.: -
(?
4< -. '
% ~
+ ~.
f
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w
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y y
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6.
i
+
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y.-.
T.3... 4. J..
=
- s p. x.. p. - '
- s.
g.. r..
e
..o..
i Figure II-3.
Typical Kaowool Installation, Exposed Side
\\
h.
11 l
s j
N ua k 9
O' C1 W
O i CD4 CD 4
,7A
.5 4,
2.'
f.
l
-4.}, -v a
< ~...
l y -:n QM.
),
3 i
afNh
-a
.~.. --
a 4
Figure 11-4.
Close-up of Cable Trays and Grout
l II-5 i
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's
'y Y.g $s i
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f
^ '"
B6E R rT fi.G
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+. ? M w '4. L - :~.
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e,9 gf wW QC ;^ k L 2; a.. v.
~ 'b gj
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[. ?..;
?
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I
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E'
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y m
o-
..v.s.,
~. >.:,;p-k.., -
- - ! rk.'-
w.
. f I
s.
.. : : n.
(;
l Figure 11-5.
Temporary Dam Installation, Tray 6 1
i d.
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l
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,.~ g -
t
.?bb 0llgc N
~
AN 0M31 y o p; u 7,.-
i 2:q24aamagssgl1
~.
Figure II-6.
Weighing Silicone foam to check for s.
l proper density
II-6 l
i 1 I e
P g
I
\\
u
~r f
\\
Vr g,
1 j
9
, {$"
AL,.
l g.,
l l
l Figure II-7.
Installing Foam, Tray 6, Unexposed side i
t W
~
l-
)
l k
N i
7.;
q..
s.
.]? E 5 :' %';;,
-:.g y g m, g ;
I Figure 11-8.
Silicone Foam in place, Tray 6, Unexposed side l
l
II-7 I
surs H
e.
s?.51%lW$'y; fr#4h AvQ~h f 4'l:.
9
.' ? * ' ll
/\\
- k.
h*A hy
)
Y;.
N l We.*%reew: ^ wCTl %%h&'g y.% :& \\
- 7.. i,..,.g ;.,,
- ? ~~
$t
~..
Figure II-?
Completed Silicone Foam Installation Tr ay 6, Unexposed side G.M.p?.t.} ~
~
~
N.. g.,k M.
w e-
~
n-
_ ;.~x;; '
LL.
- a*W
- ai n
bM@UcP., K.
.gfhWM d
j % %'h%nig<.(('AM
~M/Ns.-# &
~ a.
.. n.
-~ i,.*M" - 7.y.K,Q~ v r-z
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~;c ew^
h
_-Q g
.- +
(F
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- y. 3 w
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q?j O.~'...-Q% Q, ^ v._J.%
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...,~ + r
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- = 'u i
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, ;., k'
.;. i Q.
..;} ;? ! %.:.
+
!; p.
' '...Ax;-
k l
Figure 11-10.
Completed Foam Installation, T r ay 6, Exposed side 1
1
11-8 EIElf-
- BGE 2 p-4 Ch COMPL,e 1
~
dD N s,.eu c
[
.a
. L;.z n
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'h '
q '[
Figure II-l 1.
Typical Flamemastic Installation, Unexposed side
- )fjs,;pl;y_%.;. f 3;gl -(,If~.dT_$
y.l i;j.p ' j.:.
. gk ' I..,
s' f.
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N
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-s
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.... c
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- . + in.
.,h' 5 --:[r.-.y[
.;. _ ;g
- ' ~$t
+ 7M[ ~.'., ;
- 8 y<
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- 2 - LI l
~
gW" ' i
?.v.} f li W Y. f
- ;. l,; ;,.
' N.,u[!_
[ l. %;.l g.
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^
Figure II-12.
Typical Flamemastic Installation, Exposed side l
II-9
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l
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-W'
,,,,r-~.~,
t
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L i
Figure 11-13. Completed Cable Tray Installation, Unexposed side l
l p
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Figure 11-14. Completed Cable Tray Installation, Exposed side
ummna-'nm--
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- -*'m
-- =-
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ua=an aa-m-a-a---
a=
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+
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II-10 4
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FIRE EXPOSURE PERIOD i
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y
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e m
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l Figure II-15. Overall view, start of test i
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y;w; w ~
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.s s
m.;
n.
a l',
Figure II-16.
Furnace flue, approximately 30 minutes l
into test period
\\
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t l
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y tyt?, W/K
' t).
- w
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~
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wu j!y,g"_).
.:p.6,,
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.,v.
l y
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l
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f-
,i Figure 11-17.
Furnace flue, approximately 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> into test period
~
i l
4 r
1 IfA
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[
l Figure II-18. Cable trays, approximately two hours into test period, showing white smoke from Tray 2
,m,-wn- - - -o,-.-,_e--,~
, - - - --,w,
, ~ - - -.,,,, _ _
..--_,,n.,-_
me..
---m wr -
- ---.-m--
i i
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~ (. $
e., t.,
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)
i Figure 11-19. Close-up of Tray / Grout interface during test i
j l
l
.e She Figure 11-20. Removing Protective Enclosure from Furnace l
at end of test
r D-14 I
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pf p;.Q'ii a
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i Figure U-ZI. Test Slab at end of Fire Exposure Period
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+-
ts. -
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- 3.. +.4)h!
&* Eh i'ShMh I I i
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Figure U-22.
Close-up of Tray 2 at end of test period
~
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II 15 HOSE STREAM TEST t
f f
II-16 C..
{,
9 i,. /
g
't O
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Figure 11-2 3.
Lifting Test Slab from Fu rnace k
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l Figure II 24.
Test Slab being positioned for Hose Stream Test
.-_a au
- s. 4 e-4s...-aa--.h.
,-hh-*,ma---
-.a*
II-17 2
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as
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,4.
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e
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,.f k.%.
- - y.+,. _,.
...~;
f
.. '....g l
Figure 11-27. Hose Stream Test l
i l
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-mw y,*7 4
,; a n
~.
6t
~
=.
w n.
' ~..~. ;., ~ a s.
t
. C#
..s c'.,
d 1
' T.,
%'t i
l i
Figure II-28. End of Hose Stream Test
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t
l II-19 i
T
,,) : b ":_ _ f;* & 4' r. ~.
s '..
q* - } J - ~ i < hy,
'l 4
41, *
}:
- 4 i
I
_ 'h
- 3, t*
~
4, 3\\
(
Figure II-29. Cable Trays at end of Hose Stream Test i
j 7
~7..
y 9 -,.
- ] _ :,!.
-r
- $!D.
.[t,
(
j
~
?$
f
, ir.
5 r
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i, e
- D Y
,.. e !..,.
i j
- j c:
,e
. %. gg..
l
(.
Figure 11-30. BG&E Furnished Nozzle used for Hose Stream Test j
II-20 I
I 0
1 POST TEST EXAMINATION I
I e
a O
i 1
4 i
o
(
)
O
II-21 pgtgf Figu re II-31.
Cable Trays 1, 2, 3, top view, afte r test I
.g.,
.j..
.... 2 3
"!$hkkfh[NN"I$N{hy
-l m
d WM N
Q l
l Figure II-32.
Cable Trays 1, 2, 3, top view, afte r test
11-2 2 rp -
,[k.,1, QI
?%
Q t tur es En kBGE2 W)
(nr)
G (rap)
}
I YMb Wk fx e,
ca Figure 11-3 3.
C able T r ays, 4, 5, 6, top view, afte r te st
~
z j
N
.yp;,. e.
- <..y
,q;. -
\\ f ; p.y_~ 3.,..- l.l -[ ' [
c.
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- h. y, k.'
- ^
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~
. W'*
4 9
m, g., v
..4
_. w Wo. '
l.f.. w. * '.'... R. '.
M.,',.'
. x\\]
.~
a.-
-;., ? 9; w.,g
,L~
t gy -
I '
_ L,_
2.%4
,-;:1. u w g 4.-
w.
Figure 11-34.
Front view of Cable Tray 6, afte r te st
II-2 3 l
'o i
l 4
S, l
l l
'~N.p p 4
' i;.
N__~..
I:$$j, na Figure 11-35. Removing Cable Trays from test slab l
l'
']
.l
]
+
FI L
C
.4 l
['~
QQ1
=
t Figure 11-36. Cable Tray 6 being removed from test slab
II-24 i
i
~-
m
-4
- c~th._ :;
m.,
g-:p o.:. _..
.4-. *
& -rfgJ ~. R ;,.
. -:7..
w:
w_.
..j.,
? :p y;-*..
.... ;. y.
-t I
..?#
'.,$,Il u.'2. h.~,:, :g..yg.'
'. ve ),..,
' i.
~
?)
.d b7 [Nihl'sb Figure II-37. Cable Trays I through 5 after removal from l
Test Slab i
l u w:.+ y~~
- h?:-
l
?: p
.,[
- - f _, ['
1 f,..). ; ~'
h
[/ l
^
....A.;.-
- 'i-'
. 2 <- i +
...m c
- @?),
c
, 2., y y, y) c. ',
4.
y.
I s
- g n5 sj' , '. y -
\\
h
_s,; *
[.
_ ;g D
.,s
..j
.' c-~. ', '..
.b- "-
- t '
j.,
his,f{yi, p_
- . gi l. '.. g -
1;
, y )..
g *
, - - - ' {' W $.
-('.,ieg'j, 'g [k[.. (.jg
'p' 1.
. ? :.7,+
C'
- i
- ,-: y. y;.' *e;
){,s\\
g),
.i J-y g.
.4.-
g.'.
Figure 11-38. Close-up of Cable Tray 1, after removal t
from test slab l
i l
___..,-,...._-.--]
.-.. -. - - -.. ~.. - -. - -
n 11-25 l
vfl',h', ; )
j f~
i k-
,.7....,
q i
i
' J,r i
'r A.
l W.%h Figure II-39. Close-up of Cable Tray 2, after removal from test slab i
- .7 $g[.q ;[l',p?'ll h.
b
'Y E ]:L ll(t j ]7
.p:-
.q l7...
/; pjf'- [ J j. fW?
l
,R,j j
pg7; f.; M 7 -lgli kQ _.h.
.' ' Y &
l
- 944,
(
~-k.
f.;g.
' F ' ' ;;.L. t..
_. -; t.. - --*
L l
%,f. g '2.5 d*@s g i, ',..,! -
l'? % =
s.
.y.-
4 Figure II-40. Close-up of Cable Tray 3, after removal from test slab
I1 26 II
= -
)
= < r ep t
hh'\\
9 Figure 11-41.
Close-up of Cable Tray 4, afte r removal from test slab l
[ _l f ? })g yg-l
,f
., I
e[f ;
.v ;;.e.,,. :e,ew e
~-.
,x
~ d l,,. g.l ',
,..f [?,j '. -
.$l.
l
~
&' 'h.'W%; ~
- ',;j..
n.g 5
z.
t.
- t. '
4,A,
~y
);g
< $5*; +....
., ;1 ', -
y
=
4 4..
- s..
.,7Q ' ?
~,
Figure 11-42.
Close-up of Cable Tray 5, after removal from test slab
II-2 7 h'y
[i,1f
.l..
'.Y;
~
~
- r
'[$;'
,A Figure 11-43.
Pemoving foam from Tray 6 in order to be able to remove steel cove r J
b
- l,f,., 4
., - Q H;L 2 a
i' g J.
+
V
'T a:
g;j.
[M 1L x
Figure II-44.
Cable Tray 6, with steel cover and foam from unexposed side removed
III-1 O
APPENDIX III QUALITY CONTROL DOCUMENTATION (ICMS) i i
O O
e-----
.--n.,,_
III-2 A
\\ mA&
~%
(O j V/
'Y Y
July 24, 1980 Mr. Michael D. Pish Senior Research Engineer Scathwest Research Institute 6220 Culebra Road P. O. Drawer 28510 San Antonio, TX.
78284 RE:
B. G.&E. Test Installation and Quality Control Data
Dear Mr. Pish:
Enclosed please find the master copy of all installation and Quality Control data compiled by ICMS on the recent Baltimore Gas & Electric test conducted at your site.
Should you require any additional information, please feel free co call.
Sincerely, i
g,, /)f. _,
Michael L. Stine Quality Assurance Manager ICMS MLS/je Encl.
l l
INSULATION CONSULTANTS & MANAGEMENT SERVICES,INC.
POST OFFICE BOX ONE / BARODA, MICHIGAN 49101/ 616 422-2112
~III-3 QUALITY CONTROL DATA A.O Penetration 1 (Figure III-1)
==
Description:==
24"x4"x72" galvanized ladder back cable tray containing a 100% fill silicone rubber (90%) and non-silicone rubber cable (10%).
The tray has 24" covers extending.6" on each side of the slab.
Seal:
7-15-80; a 3" depth of Kaowool was packed onto both ends of the tray, 3" deep into the barrier.
7-16-80; 1/4" coat of Flamemastic 71A applied over the Kaowool install-ation on both the exposed and unexposed sides of the penetration.
7-17-80; a second 1/4' coat of Flamemastic 71A was applied to the pene-tration on both the exposed and unexposed side of the seal.
7-18-80; a final 1/4" coat of Flamemastic 71A was applied to the seal on both the exposed and unexposed sides of the penetration.
Penetration 2 (Figure III-2)
==
Description:==
24"x4"x72" galvanized ladder back cable tray containing a 50% fill silicone rubber (90%) and non-silicone rubber cable (10%).
The tray has 24" covers extending 6" on each side of the slab.
Seal:
7-15-80; a 3" depth of Kaowool was packed into both tray ends ex-terior of the barrier.
7-16-80; 1/4: coat of Flamemastic 71A applied over the Kaowool install-ation on b'oth the exposed and unexposed sides of the barrier 7-17-80; a second 1/4" coat of Flamemastic 71A was applied to the pene-g,j tration on both the exposed and unexposed sides of the barrier.
7-18 R0; a final 1/4" coat of Flamemastic 71A was. applied to the seal on the exposed and unexposed sides of the penetration.
Penetration 3 (Figure III-3) i
==
Description:==
24"x4"x72" galvanized ladder back cable tray containing a 100% fill silicone rubber (90%) and non-silicone rubber cable (10%).
The tray has 24" covers extending 6" on each side of the slab.
Seal:
7-15-80; 9" of Kaowool was packed into each end of the tray, leaving a 6" deep area void of any sealing material in the center of the penetra-tion.
7-16-80; 1/4" coat of Flamemastic 71A applied over Kaowool installation both exposed and unexposed sides.
i 7-17-80; a second 1/4" coat of Flamemasti: 71A applied to the seal on both the exposed and unexposed side of the penetration.
7-18-80; a final 1/4" coat of Flamemastic 71A was applied to the exposed and unexposed sides of the seal.
Penetration 4 (Figure III-4)'
==
Description:==
24"x4"x72" galvanized ladder back cable tray containing a 50% fill of non-silicone (medium voltage HTK-KERITE) cable. The tray has 24" covers extending 6" on each side of the slab.
Seal:
7-15-80; a 3" depth of Kaowool was packed into each end ot the tray, l p (/
~3" deep into the barrier.
\\
7-16-80; 1/4" coat of Flamemastic'71A applied over the Kaowool installation on both the exposed and unexposed sides.
L t
.-,,,n
III-4 QUALITY CONTROL DATA - Page 2-
. b-l7-17-80; a~second-1/4"' coat of Flamemastic 71A applied to the seal on
~
both the exposed and unexposed sides of the penetration.
7 80;.a ~ final 1/4" coat of Flamemastic 71A applied to the' seal on both the exposed and unexposed sides of the penetration.
Penetration 5 -(Figure III-5).
==
Description:==
24"x4"x72" galvanized ladder back cable tray containing a
- 50% fill silicone rubber (90%) and non-silicone rubber (10%) cables.
The tray has 24" covers extending 6" on each side of the slab.
Seal: 7-15-80;-a 3" depth of Kaowool was packed into the ends of the tray, 3" deep into the barrier.
7-16-80;'1/4" coat of Flamemastic 71A applied over the Kaowool install-ation on both the exposed and unexposed side of the seal.
7-17-80; a second 1/4: coat of Flamemastic 71A applied to the penetration on both the exposed and unexposed sides of the seal.
7-18-80; a final 1/4" coat of Flamemastic 71A was applied to the seal on both the exposed and unexposed sides of-the penetration.
Penetration 6 (Figure III-6).
==
Description:==
24"x4"x72" galvanized ladder back cable tray containing a 100% fill silicone rubber (90%) and non-silicone rubber cable (10%).
The tray has 24" covers extending 6" on each side of the slab.
Seal: 7-15-80; a 3" depth of Kaowool was packed into both ends of the tray, 3" deep into the barrier.
s 7-16-80; two, 1/4" coats of Flamemastic 71A were applied, one in the early 1'
morning, the other in late afternoon.
7-17-80: a final 1/4" coat of Flamemastic 71A was applied to the seal on j
both the exposed and unexposed sides of the penetration. A "U" shaped piece of' galvanized sheet metal measuring 24"x10"x9" was secured around the-unexposed side of the cable tray exterior of the barrier utilizing two 27" lengths of all-thread rod (see Figure 6).
Theconfigurationgasinjected e
with silicone foam having an average density of 17.685 lb.FT.
l 7-18-80; a "U" shaped piece of galvanized sheet metal measuring 24"x10"x9" was secured.around the exposed side of the cable tray, exterior of the barrier, ' utilizing two 27" lengths of all-thread. rod (see Figure 6).-
The 9
configuration.was injected with silicone foam having an average. density of 3
18.275 lb.FT.
f' The above mentioned installations were witnessed and documented by ICMS j
Quality Control.
k Michael L. Stine-i 4
- Quality Assurance Manager ICMS O
-r v-u.
-no c,
,,we,~
,,,-m..
,wwn,-,,~---,.ve,---~r-,
m
...w.,,wp,,
-ew,-.,---,,,mw.v.-,-n-c.-,,ev-
,m-,r,-
,m
--v, w - ew,-m
III-5
(
3 applications of approximately ! /4" we Flamemastic 71 A te form 3 /8" dry, both exposed and unexposed sides.
24" x 4" x 72" l l!l
_ ladder back cable trar i
ti
- l.
100% Cable Fill a
un o, ; u -
1:
- ..!!i;.;l Il 36 -
I
';;;ih i;;;l l! i cover, top and bottom.
Solid steel cable tray i
j
ji!,
(16 gauge)
I! i
. 1
-lll p9 y
i
,e i ';
- t/
/
i L;'fs
(
eTray grouted in place
,L,i A* T.
.. t:-
,4
.~.
r
$.. L,.n.
%.. 6.a :*. Ae T f:4 "
.t v:
..x, n. c..
- C.' o
- i M
f
- in-
- & ~. t.'.y',. -
/
g\\!
t
=
/
4 l
i i
.. ll 1 1 rt
.Ig{t - Q/r
'l ~l6
-Kaowool packed into ends,
,'~#
3 inch depth, both sides.
O Figure III-1.
~
III-6 i
l o-
3 applications of approximately 1/4" wet Flamemastic 71 A to form 3/8" dry,
_b_oth exposed and unexposed sides.
I 24" x 4" x 72" ladder back cable tray M
50% Cable Fill s
);
/
Solid steel cable tray cover, top and bottom.
(16 gauge) l j
j
/k I
p' eTray grouted in place
&j#
2 t
3
\\/ y'
- ?,r
)
i,, f/
,. M,.
?%
i.gris..
hy-sRf b,k.
y,'
. -)
- n
.~
2.D >,- \\
/',,
b 0 >, _?.
P."
f., 3"
}
\\
6 I
\\
/
- ~
)
Kaowool packed into ends,
..N 3 inch depth, both sides _
(-
k-Figure III-2.
III-7
[]
3 applications of approximately 1/4" wet
(/
Flamemastic 71 A to form 3 /8" dry, both exposed and unexposed sides.
T4" x 4" x 72" ladder ~
back cable tray 9
Ll f
100% Cable Fill l !.
7 l
i p?
Solid steel cable tray
- i cover, top and bottom.
f
/,,
(16 pauge)
I
/l q
/,
I Tray grouted in place f
i)..s 2.
..I c) 4 i
1 s
9
q,,
.sJ -
t
. y;. 5 ii.Wi A
N.L F
..pwy
'.x,?:
L t.i- '.'
,d i
y
- .f P.
?
.*L.
. W.
, o.-
/,
,/
fd.{'
' $l-
,/
I
\\..
,/
4
s -
a N
./
./'"
~
s
-Kaowool packed into ends,-
9 inch depth, both sides
%)
Figure III-3. Penetration 3
III-8 (m) 3 applications of approximately 1/4" wet-e Flamemastic 71 A to form 3/8" dry, both exposed and unexposed sides.
24" x 4" x 72" ladder _
_b_ack cable tray E'I g
50% Cable Fill
,. 4 1;
fI 'Il Solid steel cable tray l
cover, top and bottom.
(16 gauge)
I p/s/l#,,
i
,- Tray grouted in place
,W a
n
's
-' S v
j
.,1l, _<;
n
- h5 l
l$
.. a -
4.* 9-s
,yy. k;;'t' v.
M. '??
~3 N _q5. Q
.a s.
q"
' ',, ' ' /,l
.. &. tz.
.i tt f; %
U
,A N
~
s L_~
Kaowool packed into ends, 3 inch depth, both sides 4
Figure III-4.
- -. - - - ~ - - - - - -
III-9 l
(m) 3 applications of approximately 1/4" wet Flamemastic 71 A to form 3/8" dry, both exposed and unexposed sides.
24" x 4" x 72" ladder back cable tray 50% Cable Fill i..
.: a
! /
Solid steel cable tray q
[
cover, top and bottom.
(16 gauge)
U i
Tray grouted in place t
5 g
,Y, 'p/
/
I 0
.;-)'.
4 3
+.
\\
.:q.:.
i
.r'.7> M ;Z ~t ipJ
' " [J.
'i f
- f... ;
,f u,.. g.
P:'
..] e,'. y* ;*
- )'.
l I:
S
. b. jf, /
L,.
V v
Kaowool packed into ends,
-3 inch depth, both sides
'~"
O Figure III-5.
III-10 A+-
!n' Galvanized steel metal (24 gauge) cut and form G$ m- - - - - i -
r- _r' e m w rt-
',U" shape to fit around
=gggg =gg/ggAy/M the cable tray.
l A. _
Silicone foam, 9" depth both exposed and un-PLAAl V/E W exposed sides Two 3 /8"-NC all-thread rods
'p witn nuts and washers I
100% Cable Fill l
'i,i Temporary damming, top and
- 4.
bottom. Removed after foam i
had set.
3 4?
er.<
<di'
- 2. : /
J
/
A
,y-Tray grouted in place 9,+,,,.:..%'
r,s t o
- p g
u m
f*
y
- ,,, ', g.
J Solid steel cable tray le d'"
n g'; fJF.
_c._over, 16 gauge
'9 l..
,cg.
a.y:
e
( 9
.s
., g %.z
?.'$'
h%
"E*l'Y
..,h lfg
, f.8 7 Kaowool packed into ends, 3 indh depth, both sides N,!+
W
~~~
3 f
1:,
g' q n C.
[
l-3
' (,
f E-
~
m-ig 3 applications of approximately 1/4" wet y"
.< g A
Flamemastic 71 A to form 3/8" dry, both k
exposed and unexposed sides.
SE< ' 7*/CAI A-A
\\
O Figure III-6.
(w FORM FR N.)
FOAM & LEAD-FILLED SILICONE RUBBER FIELD TAKEOFF, INSTALLATION & INSPECTION RECORD N/A SITE SwRI ROOM / AREA Test Slab ELEVATION s
- NETRATION OPENING PERCENT DRAWING DETAIL BATCil FILL TYPE INST.
ACCEPT REJECT INSPECTOR INSP.
NUMBER SIZE OBSTRUCT NUMBER DWG. #
NUMBER DEPTil SEAL DATE RCA-1 NO.
INITIAL DATE f
z4"x4" Figure 3 lbs. Top 3"
KA0 DAM N/A p---
7-1.
Pene. 1 CT 100 3
N/A 2 lbs. Bottom T&B Wool 7-15-80 e_,
100 N/A 3/8" 71A N/A
[
Pene. I
' 1 24"x4" Figure 2.5 lbs. Top 3"
KA0 DAM P
2 7-15-80 N/A f fiI 7~1 CT 50 5
N/A 3 lbs. Bottom T&B Wool N/A 19 JG 1/A f)[
Pene. 2 040210 3/8" 71A N/A 50 N/A Pene. 3 7-15-80 N/A j
7-15 E"#"
E DAM CT 100 4
N/A 1.5 lbs. Bottom T&B Wool N/A 1 C
/A I "r" N/A f
"!^/
. J j.o B
040210 3/8" 71A N/A Pene. 3 CT 100 4
N/A eal
/ 7-18 24"x4" Figure 3 lbs. Top 3"
KA0 DAM 7-1 f){~
Pene. 4 7-15-80 N/A CT 50 3
N/A 3.25 lbs. Bottom T&B Wool Pene. 4 040210 3/8" 71A N/A h
50 N/A g
24"x4" Figure 2.5 lbs. Top 3"
KA0 DAM r~
7-15 7-D-80 N/A Pene. 5 CT 50 3
N/A 2.75 lbs. Bottor T&B Wool Pene. 5 40210 3/8" 71A N/A
{
50 N/A g
24"x4" Figure 2.5 lbs. Top 3"
KA0 DAM 7-15 7-15-80 N/A gi Pene. 6 CT 100 6
N/A 2.5 lbs. Bottom T&B Wool 100 N/A h)
Pene. 6 040210 3/8" 71A N/A 24"x4" Figure ED040507-B N/A N/A S001 9" T SF 7-17-80 N/A I[m.
N/A EQ050584-A cal CT 100 6
B U
7-18-M T
100 N/A 55 N/A f
Pene. 6
- Flamemastic 71A was applied in three (3) 1/4" wet coats.
The installation dates for this product p
a between 7-16-80 and 7-18-80.
Final inspection
/
TAKEOFF BY EP P '" " * "*""'
INITIAL DATE M
7*
C
,e A
)
Fora DM l
BA1Cl! SAMPLE DENSITY MEASUREMEt1T DATCII COMBIt1ED CUP FOAM CUP 62.3 DEt1SITY It3SPECTOR DATE tlUMBER WEIGIIT WEIGitT WEIGIIT VOLUME CONVERSIOtl (lbs./cu.ft.)
It!ITIAL ED040507-B (grams)
(grams)
(grams)
(ml)
FACTOR j)d.,
7-17-80 17.74 70.7 5.2 65.5 230 x
62.3
=
[kb
~
S-001 70.3 5.2 65.1 230 x
62.3
=
AVE.
=
x 62.3 17.685
=
lk S-002 71.8 5.2 66.6 230 7-18-80 18.03 x
62.3
=
m 18.52 kQ 7-18-80 68.4
+
230 x
62.3 S-002 73.6 5.2
=
=
18.275 AVE.
=
i x
62.3
=
+
x 62.3
=
=
+
x 62.3
=
=
=
+
x 62.3
=
+
x 62.3
=
=
i x
62.3
=
=
+
x 62.3
=
=
+
x 62.3
=
=
+
x 62.3
=
=
t x
62.3
=
=
i x
62.3
=
=
=
+
x 62.3
=
b, s.-
N
III-13 FORM BT-1 BATCH TEST RECORD SITE:
SwRI BATCH NUMBER DATE COLOR / TEXTURE / CELL STRUCTURE INSPECTOR INSP.
MADE ACCEPTANCE CRITERIA:
QC-INITIAL DATE DENSITY ACCEPT REJECT RCA-1 NUMBER ED040507-B 17.685 Mk S-001 7-17-80 EQ050584-A 7_17 p,)
AVE.
X ED040507-B 18.275 fe; c 7-18-80 EQ050584-A
~
7-18-80 AVE.
X h
N'
III-14 k
j h
INSULATION CONSULTANT AND MANAGEMENT SEAVICE INC.
M#-~
m...
$1Cil4aGu o}
y TEST & INSPECTION Ouantity Part No.
Description Data 1
- 7 0'Haus Triple 4-4-80 Beam Scale Equipment Used:
0'Haus 211-01 Class F Weights Certification #20782 O
Method:
Scale was calibrated against weight with traceability to National Bureau of Standards.
Resuits:
1.
Beam one gram to ten gram intervals. OK 2.
Beam one hundred gram to five hundred gram at one hundred gram intervals. OK 3.
Bear ten gram to one hundred gram at ten gram intervals. OK THE PAATS AGOVE HAVE BEEN CAAEFULLY TESTED IN ACCOACANCE WITH ABOVE METHCOS, iA2m m
I
^
b 1
}
- ;;.g:.? JW t, M.
Thish Day of April, 1980 d
s
- < -g it-j; f'Z 4p ::
law 7 m's INfPECTOR
'4
_E in end for Berrien County,, Michigan.
+ ?m~-
.f Ndtary Public
No.
117 I.C.M.S.,
INC. MATERIAL PACKING LIST III_15 P. O. Box 1 g
Baroda, Michigan 49101 7
SHIPPING REPORT DATE:
[3 - 2 5
- b O JOB NO. 3bIJ DELIVER TO: D eit?hl% d4T 3e$dQvcn TASlgTUTf,,
.N 'A k) nTCn I A I6%G9 m
g i
LNVENTORY AMOLWT DESCRIPTION LOT /P.O. NLHBER INVENTORY
! TEM /NL'MBER SHIPPED PRICE / ITEM Dow Cor ning E DO40sC 1 -6
\\'50 lbs 5 -GM 6 S '.li e n n e-RTV Fcom EGas.%84-A 6
l i
i I
l i
i f
i l
l i
i i
3
.g i
l I
dLIVERED BY: hr nd!tO'i f ct-6 S RECEIVED BY:
i
'istribution DATE:
ob Site, 2'.lling Dept., Inventory, t
hcuse
HI-16
- BOW'C0RNln'dj R E C EIy E O V
L a n C C CN OF alTA2.TSIS (EST II20E 1 80 JCMS IC:
Insulation Cons & Mgmt. Serv.
9007 First St.
Baroda MICH 49101 Attn:
Mike Stine/Insul./P.O. Box 1/Baroda, MI 45101 P30DUC2:
DOW CORNING @ 3-6548 RTV Foam A&B EQ050586/EQ050585/EQ050584 Part AE OT SE*? W
/
/
qcA3 ---.
'"2'x 450#(EQ050586) 1 x 450#(EQ050585) 3 x 450#(EQ050584)
'*4 W cc:: c auna ED812372 E2 P.O. No. 101-A-955 I3VOICI No. -
6 14 79 CCti COR:rDG SAL.S S?ECII!CCC:t DA.IID
/
/
CC3:0'fE2. S?IC:2:CA1 CN
- ggy, cAn f
f ACTCAI. LC
- Mng,LT.,tX n,
TEST DAA EEUUZ7** N SyrX Izs@Qtuggy EQ050586 EQ050585 EQ050584 Appearance Black, uniform Black, uniform Black, unifor viscous liquid viscous liquid viscous liqui Viscosity, Poise 46 49 50 Specific Gr'vity 1.05 1.07 1.07 a
Snap Time, min.
1 min. & 17 secs.
1 min. & 32 sec. 1 min. & 21 s Density 19.6 18.8 18.6
- SEE ATTACHED SALES SPEC. FOR SPECIFICATION REQUIREMENTS AND TEST METHOD TFIS MATERIAL MEETS REQUIREMENTS OF 10CFR PART 21
= = w.
..n.n-,.........cr e..n.e. :o
.,.,.,,,...,u
- 3. ac.,
,a
,,,:,,,.re.nen
?OF "Metsp TWEES mee edit gotteTmv9ets en I.O? NC.
Dit 9 *= Ctr'tN * " 4 T "." e
- g 4SOwe 88b4MeTet ""TTerttA.*as Bee 89 t9TT911 enti 4tdSe"Stv mect fists 41 noeCaflCartetts st'4 recuerge**enT11 wet"! O*o alttaq en.
comm =een amonies.
'"he *ierocas ;s s.assier s :se emaciceps :ixse en se Oow 24rmag. ave.ca.
Me ame== :nwaaon ane 'et neceovenee esta we are me me avaissore fee ennemanuan.
<d-((
6 A2
[/M!
d 1T:
DOW CORNINhhunUUR5Ilb5MA5 i3 EDIN 48640 TELEPHONE 517 496 4000
III-17
'butwboakiNb,-
~
'~
R E C EIV E D V)
& h & ?$ $ $
l
JUN 131980 CunnCArCN or ANurs:s (ns! 222c7.:)
1 CMS Insulation Cons & Mgmt. Serv.
-4.
9007 First St.
Baroda MICH 49101 Attn:
Mike Stine/INSUL Serv./P.O. Box 1/Baroda, IE 49101
?EODCCT:
DOW CORNING $ 1-6543 RTV Foam A&B 6
5 80 OA2 0F SE ?! TIT
/
/
LCT NO:
Enoungn7/ED040510
"'"t QUAh a_':
2 x 450#(ED040507) 1 x 450#(ED040510)
COSTCMIR CCW CCENtiG
?.0. 30, ini_a_oce D70ICI 30.
enQ,0279 co CCW CORNITG SnIS S?IC~nCACC!T DAUD 6
/ iu
/
70 COSTCMIR 5?ICI E CACCN RI7.
DA!I
/
/
PART B ACTUAL LOT XS?ICIHCEICHX TIST DATA
- XECG7~~#CMX
ED040507 ED040510 Appearance Off-white, uni-Off-white, uniform form viscous viscous liquid liquid Viscosity, Poise 68 50 Specific. Gravity 1.05 1.04 Snap Time, min.
1 min. & 5 secs.
1 min. 10 secs.
Density 17.1 17.8
- SEE ATTACHED SALES SPEC. FOR SPECIFICATION REQUIREMENTS AND TEST METHOD THIS MATERIAL MEETS REQUIREMENTS OF 10CFR PART 21
- n
-.,,.e
~.a,.n.,.....
,ee : ii.cw in..,see. :u:, -un a n 2n
. e :..
- n. ::a.n
- n :.. :.,2...= a c = n n.... :.,,,., :. w.
..,n
- n...:.n:.u-.n in.r
.c.
l saav.
msn e : se.. -.. : a une ane :.a :2-oi, ~.e
..sr.o us. cit cacian. ana
.cu.,.-.an
--.cn :. :.stwo =.
- soconis
~n.n a.co n.e.
-'.. e.e.:.
maci.<-
3 -. :3ncieion. : rie en -a. : ev. : ra.a r ova.c..
n saav.
a,o,n= a cion we 'ot ac= orsee. :.ez a,.
an
- H.
ano av.. 6 ;. *r
.m ara.n ation.
/![ [ / 4W N
CA2
/8 IT:
aca. 2 Ass;7xicI cr7 a r e::
l DOW CORNING CO9PORATION, MIDLAND, MICHIGAN 48640 TELEPHONE 517 496-4000
y III"10 o /(.
$$$b EUU 773 DOW CORNINGS 3-6548 er
'1 Silicone RTV Foam Parts A & B New Date June 14, 1979 Supersedes Oct. 28, 1976 SALES SPECIFICATIONS TEST METHODS PROPERTIES LIMITS DOW CORNING OTHER CTb! 0176 Visual Appearance Part A Black, uniform viscous liquid Part B Off-white, uniform viscous liquid Viscosity, poise CTM 0050 ASTM D 1084
\\
Brookfield Model HAF bhthCd B Spindle #3 @ 10 rps Part A 35 - 55 Part B 50 - 70 CTM 0097 A521 D 1475 Specific Gravity q 25 C Part A 1.03 - 1.09 Part n 1.03 - 1.09 Mix 1 part of Part A with 1 part of Part B Snap Time, minutes 1.0 - 2.0 Cnt OO92A Density, minimum 14 - 20 Cut 0854A confinement foaming
' hand mixed, lbs/ft3 SHELF LIFE:
12 months from date of shipment Denotes changes
)
Dow Corning corporate test methods are based, when acprocriate. on standard metheds in ASTM cr other comper'dia, but may not be exactly ecuivalent. Dow Corning n'etheds are available on request.
Refer to the technical data sheet for typical properties 41d performance characteristics of this produc*.
DOW CORNING CORPORATION, MIDLAND, MICHIGAN 48640 TELEPHONE 517 496-4000
The Fr _A WM.A.STE1:1, Corporation m-29 CERYIFIC AYION
/]
%bmnMli>
SOUTHWEST RESEARCH INSTITUTE CUSTOMER NAME:
CUSTOMER PURCHASE ORDERf:100563 8870 SHIPPER NUltBER:
SHIPPING DATE:
6225/Ro 8ATCH NUMBERS:
o40900 /o4091 o SPECIFICATIONS:
O THE FLAMEMASTER CORPORATION certifies that the 71A " MASTIC" material supplied on the above purchase order has been manufactured to meet the specifications set forth in our technical bulletin.
b*
QUALITY CONTROL O
n.
- - ~~._
. iso.-e...
.u vaam c.aurea=>4 eis : e a... c o..
sis.
..a..o
III-30
.: ;q.=
3(o TECHNICAL BULLETIN April 1976 - 003 FLAMEMASTIC 71 A SYSTEM PRODUCT DESCRIPTION Flamemastic 71A System Coatings are compounded of waterbase thermoplastic resins, flame retardant chemicof and inorganic incombustible fibers.
The Flamemastic 71 A f
System is pr&ected by one or more of the following patents:
3642531: 3928210 Great Brigin 1297710; West Germany 2039969 or other patents pending.
TYPICfL P OPERTIES FIRE PROTECTION Flamamostic 71A prevents propagation of fire on grouped electrical n
cables. This fire protection has been demonstrated in a wide variety V
of tests and proven in industrial fires.
Copies of these tests are available upon request.
EFFECT ON AMPACITY Reduction in current carrying capacity varies with the size of the cable and the thickness of the coating. At the recommended coating thickness there is no significant effect on the ampacity of the coated cables.
PERMANENCE Flamemastic 71A applications have provided permanent fire protection over a period of more than six years in all climatic conditions and have shown no adverse effect on any type of cable jacket.
WEIGHT PER GALLON 11.0 / Gallon Flamemastic 71A Sprayable 11.4 / Gallon Flamemastic 71A Mastic O
SOLIDS N._,/
Flamemastic 71A Sprayable 64.4 %
Flamemastic 71A Mastic 67.3 %
III-21
' O Basic fiber-bulk B&W Kaowool ceramic fiber is the basic fiber from which the Kaowool family has grown. The raw ma-terial is kaolin, a naturally occurring, high purity, alumina silica fireclay. Kaowool has a melting point
'k,
- ~
of 3200F, a normal use limit of 2300F, but can be used at even higher temperatures in certain appli-g;. 's. f b cations. B&W Kaowool has fiber lengths up to 10 E
- 8<
in., average lengths of 4 in. These long fibers, thor -
D
- 5 T,'
oughly interlaced in the production process, pro-
.. ' ',y ;
%j 2,.-17Y.'.
g * $ '
_. ; %.'fi < %
'^-Q' Q%
- ?g
.r.
h vide Kaowool blanket, bulk, and strip products with unsurpassed strength without the addition of a 9}.
binder system. Other forms are processed from
'.. q
- ~
basic Kaowool ceramic fiber.
Y
%%1 s' C
Ng...,,.k'.*
B&W Kaowool bulk fiber is available in many forms:
e y
C,.4
~'
- b.,
,U
r
'Y
- 1) Bulk A-Lubricated fiber for ease of handling.
D..
O forms.
- 2) Bulk B-Unlubricated fiber for processing into other a
e i
- 3) Bulk C-Unlubricated short fiber for processing into Physical properties:
other forms.
Kaowool ceramic fiber is a highly efficient insulator.
- 4) Chopped Fiber-Unlubricated shorter fiber for proc '
Kaowool's low shot content gives more usable fiber for your essing into other forms, insulating dollar. Kaowool's longer fibers give it the high
- 5) Washed Fiber-Water cleaned to obtain a finer diam-tensile strength and resiliency to withstand vibration and ster unlubricated fiber free of shot.
physical abuse. Kaowoolis self supporting-will not sepa-
- 6) High Purity Fiber-For reducing conditions or where rate, sag or settle. Kaowool has low thermal conductivity, low percentages of iron oxide and titania are required in low heat storage, and is extremely resistant to thermal the fiber.
shock.
i
)
Bulk A & B, High Purity Bulk C, Chopped I
Color White White Fiber Diameter 2.8 microns average 2.8 microns Fiber Length Up to 10"(4" average) shorts to %"
Specific Gravity 2.56 2.56 Specific Heat at 1800F mean 0.255 Btu /lb/F 0.255 Btu /lb/F Tensile Strength. Fiber 1.9 x 10' lbs /sq in.
1.9 x 10' lbs / sq in.
Tensile Modulus. Fiber 16.8 x 10* lbs/sq in.
16.8 x 10'lbs/sq in.
Recommended Continuous Use Temperature To 2300 F To 2300F Melting Point 3200 F 3200F Hardness:
6-MOH's scale 700.Knoop scale 100 gr. loading O
l 11c1 t
III-22 IMPORTANT: READ THIS FIRST
[
This sheet contains information on how to the local Master Bui!ders representative to
\\
use EM8ECO 636 GROUT to obtain the ascertain wnether the planned precedure per+ormance qualities de; :ribed in Master requires additional or revised information Builders literature. The sheet also contains on how to use EMBECO 636 GROUT.
suggestions that highlight generally ac-EMBECO 636 GROUT is a factory-elended cepted successful field practice for preci-product specially formulated for general sion grouting. These suggestions may be purpose precision support. EMBECO 636 followed, modified or rejected by the engi-GROUT is recommended for use in grout-neer, owner or contractor since they, and ing of paper mill soleplates under hooded not Master Builders, are responsible for driers, rolling mills, turbines and other planning and executing procedures appro-machines subject to thermal movement priate to a specific installation. However, and/or repetitive dynamic loading, as well when the planned procedure differs from as equipment, crane rails, anchor bolts 1
that discussed herein, the prospective user and other applications requinng non-of EMBECO 636 GROUT is urged to contact shrink, high-strengtn precision grout.
WHERE NOT TO USE EMBECO 636 GROUT:
WARNING:
- for applications requiring considerable AS WITH OTHER PROCUCTS CONTAIN-delays between mixing and placing ING PORTLAND CEMENT. EMBECO 636
- wnere the base concrete cannot be GROUT M AY CAUS E IRRITATION: AVolO ccmpletely saturated for 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> CONTACT WITH EYES AND PROLONG-9 '" E ED CONTACT WITH SKIN. IN CASE OF CONTACT WITH EYES. IMMEDIATELY pc ion of he grout s not t
FLUSH WITH PLENTY OF WATER FOR AT
- for grouting heavy-duty equipment that must be started in 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> or less LEAST 15 MINUTES. CALL A PHYSICIAN.
IN CASE OF CONTACT WITH THE SKIN.
- where the grout must be feather-edged G
- for grouting steel ancnorages, caeles or WASH SKIN THOROUGHLY. KEEP PROD-V bolts, stressed over 80,000 psi (552 MPa)
UCT OUT OF REACH OF CHILDREN.
INFORMATION on uSing EmBeco' 636 Gaour
& SUGGESTIONS on procedures tor precision grouting Before pumping or dry packing EMBECO 636 GROUT, discuss the conoition with the local Master Builders field representative.
When grouting in environments below 50* F (10*C) or above 75'F (24'C), contact Master Builcers for our Hot Weather or Cold Weather grouting bulletins and/or jobsite service.
7 i
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s %,', :,...2'.T.* i.,,a, *
. '. 4. * * ?.*. p ',s'.' *. ~ f. j'
.1.
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- s a,.
a.,,1 Gravity grouting with flowable, non-shrink, self-leveling grout is tne most common and accurate method of grouting.
' Aegisterec Tracen art Cooyngnt s 1979 vaster Swicers. omsien cf Vamn Manetta Corocration N
1 f
1
In-23 REQUIREMENTS FOR USING EMBECO* 636 GROUT mU PREPARATION Clean out bolt
- oles and have foundation area to be grouted thorougny clean, rough butlevel.
To acnieve a good bonding surface, the use of a small chipping hammeris preferable to the use of a bushhammer.
Saturate the cleaned foundation and any bolt holes with water for 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />. Just before grout-ing, remove all free water.
Always grout the clean, saturated (no free water) bolt holes first. If all free water cannot be re-moved, contact your local Master Builders field representative for suggested placing methods.
Provide air relief holes in the base plate where necessary.
FOR BEST RESULTS WHENEVER PLATES OR ECUIPMENT ARE TO BE GROUTED BY POURING, RODDING. STRAPPING PUMPING OR DRY PACKING, SUCH PLATES OR EQUIPMENT SHOULD BE RIGIDLY BOLTED DOWN ON SHIMS OR LEVELING SCREWS TO PREVENT THEIR MOVEMENT DURING INSTALLATION.
FORMS Forms should facilitate rapid, continuous and complete filling of the space to be grouted.
Build strong, tight, well-braced forms.
On the grout-placing side, slant the form at an angle of approximately 45' outward and extend this form suitably high to provide a head of grout during placement. Grout should be poured directly on the sloped form to minimize entrapment of air during placement.
On other sides allow at least %" (13 mm) horizontal clearance between base plate and forms and make forms at least an inch higher in elevation than underside of plate. Use methods of forming that will allow the grout to flow by gravity between the plate and the foundation and keep the grout in full contact with these surfaces until it has hardened.
TEMPERATURE Stors and mix grout so as to produce the desired mixed grout and placing temperatures under jobsite conditions. Consider using iced water in warm weather or warm water in cold weather.
Ideally, the foundation and base plate should be in the 55' to 65'F (13' to 18'C) range-but never below 45'F (7'C).
Where unavoidable conditions indicate high temperatures might be involved, contact your local Master Builders field representative for assistance.
Temperature Absolute Suggested Minimum Ideal Maximum Foundation 45' F 55'-65' F 85'F
& Plates 7' C 13'-18* C 29' C Dry Grout 35'F 60* -65' F 100'F Storage 2' C 16* -18' C 38'C Mixing 32'F SO'-60' F t 80*F Water O' C 10'-16' C 27' C Grout as 45' F 50* -60* F t 70*F mixed & placed 7' C 10* -16* C 21* C TUse of iced water will reduce water required for a given consistency and increase strerigth and working time accordingly.
' Registered Tracemart v
l l
l l
III 2, 4 When grouting at minimum temperatures, care must be taken to see that foundation, plate and grout temocratures do not fall colow 45'F (7'C) for at least 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> and that the grout is pro-v/
tected from freezing (32'F or O'C) until it has reached 4000 psi (27.6 MPa) compressive strengtn.
ESTIMATING DATA 551b (25 kg) of EMBECO' 636 "iAOUT mixed with 10.5 lb or 1.25 gal (4.76 litre) of waterwillyield approximately 0.43 cubic feet '12.2 litre) of grout. More orless water may be used to meet con-sistency requirements, thus increasing or decreasing this yield.
MIXING Do not add cement, sand, pea gravel or other r.cterials to this quality-controlled product and do not use the contents of packages that are damaged or broken.
Mix with drinkable water only.
DO NOT MIX BY HANO. Use 1 or more mixers to permit mixing and placing operations to pro-ceed simultaneously without interruption.
Most grouting is performed at flow between 20 and 30 seconds depending upon distance grout must flow on its own.
The exact amount of water needed to produce a flow of 25 : 5 seconds (CRD-C 79-77) will depend upon the temperature of the grout following mixing (45'-70* F) (7*-21* C) and the size of batch mixed. Use iced or cold water to lower mixed grout temperature and warmer water to raise it.
Do not use water in an amount or at a temperature that will produce a flow of less than 20 sec-onds or cause bleeding or segregation.
Put the water required in the mixer first, then slowly and steadily add the grout. Mix until smooth (2 3 minutes) and place at once.
DO NOT MIX MORE THAN CAN BE POURED IN APPROXIMATELY 10 MINUTES. Discard any material that becomes unworkable.
Do not retemper grout by adding water or remixing after it stiffens.
PLACING All the grout in a batch should be in place before any becomes unworkable.
Place grout quickly and continuously.
Grout should be placed from only one side of a plate to avoid entrapment of air while grouting.
Make sure grout fills the entire space to ce grouted and remains in contact with the plate throughout all of the grouting placement.
DO NOT VIBRATE.
CURING Immediately after grout is placed. cover all exposed grout witn clean wet rags (not ourlap) and keep these moist until grout surface is ready to be finished or until final set.Never remove forms or cut back grout below underside of object grouted before grout has hardened sufficiently to prevent penetration with a pointed mason trowel. Following removal of meist rags, forms, or finisning of shoulders coat exposed grout with Masterseal" or Mast 6rseaf* 66.
- a,pster,c Tracemars O
c V 1
l l
1
III-25 SUPPLEMENTAL INFORMATION GENERAL
{}
U Before grouting, determine if there is excess vibration of the foundation or base plate to be grouted caused by nearDy operating equipment. Consider shutting down this source of vibra-tion until after the newly-placed grout nas taken findi set. Excessive vibration can cause settle-ment and bleeding and cisture the set. Vibration can be determined by observing any disturb-ance of the surface of water in a pan resting on the base plate,or foundation to be grouted.
Mix and place grout as close as possible to the plate being grouted. Have sufficient manpower, materials and tools to make mixing and placing rapid and continuous. Where grout must flow some distance, make the initial batch slightiv more fluid than required: this luericates the sur-faces and avoids blockage of the grout tna6 'ollows.
Place metal banding for straps under large base plates before greating in case strapping be-comes necessary to move grout into difficult areas. Do not strap graut whien has already teen satisfactorily placed and has thickened. Rapid and continuous mixin t and placing will minimi:e s
or eliminate the need for straccing.
EMBECO' 636 GRCUT must be cured. C., at shoulcers may be finished and left in Dlace, in which case they must be cured or they may be beveled or trimmed vertically (flush) with the base plate. Premature form removal or cutting back of excess shoulder grout can cause sag-ging of unhardened grout causing loss of bearing between grout and structural member it is intended to support.
Shims should not be removed or leveling screws backed off until the grout has attained suffi-cient load-bearing strength.
EMBECO 636 GROUT i.* not intenced for use as a floor topping or in wide areas of exposed shoulder around base plates. Where exposed shoulders are used, the appearance of an occa-sional hairline crack should not be taken as a matter of concern. If they occur, these superficial cracks are usually caused by temperature and moisture changes which affect the exposed shoulder grout at a more rapid rate than the more massive base concrete and the grout beneath the case plate. These cracks are of no structural significance and do not detract from the non-I
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shrink vertical support provided by the grout if the foundation preparation, pre-saturation.
V placing and curing procedures given in the foregoing instructions were properly carriec out.
SAMPLING Samples of mixed grout for flow or compressive strength cubes should be taken from the mixer in a manner to obtain uniform and representative samples. Cetails of testing methods such as those for flow CRD-C 79-77, and compressive strength. ASTM C 109 (modified for premixed grout) and test method TP-G-CS, Test Procedure For Determining Compressive Strength of Fluid & Flowable Grouts are recommended and available from Master Builders.
fdR AOolTioNAL INFORMATION CONTACT:
A MASTER BUILDERS cY ori sro v os waarov =>arerra councearoon CLEVELANO, OHIO 44118 TORONTO. ONTARIO A16Af 3E4 p,,, gs2sa.,
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APPENDIX IV
'I UNEXPOSED SURFACE THERMOCOUPLE DATA O
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~.--.-.-,,,-.,.,...,.--,-,,-ww.ww.-,
r-,.-----,-,--,.,-,-.-,,-----c-i,.-...
v.---.meew..---.
- +, -
.e-,..-..
.v,-c
IV -2 1
T ABLE IV-1 THERMOCOUPLE - RECORDER ASSIGNMENT TC Recorder Channel Penetration Type Number No.
(Digistrip #)
No.
Furnace Average 1
2 F
1 1
3 1
I 2
1 4
P 3
1 5
E 4
1 6
F 5
1 7
2 I
6 1
8 P
7 1
9 E
8 1
10 F
9 1
11 3
I 10 1
12 P
11 1
13 E
12 1
14 F
13 1
15 4
I 14 2
2 P
15 2
3 E
16 2
4 F
17 2
5 I
18 2
6 5
P 19 2
7 E
20 2
8 F
21 2
9 6
I 22 2
10 P
23 2
11 E
24 2
12 l
F = Field I = Interface P = Penetrant E = Eng., grout surface l
O
,,. ~.
.,y-
.-._.,..,9
~g
.-.,m_=
2 m
m.4 m
-_a_
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-..m.
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IV-3
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THERMOCOUPLE LOCATIONS
.i (DRAWINGS) 1 O
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b 1
3 t
I 5
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-, _., -,, - - -,,, ~,,,, mm
, _ _, _ c
_,.,_m,
_.,,_m......
.m,,,....-,m
.,._-w..,,
-w,-._
.,,c,_,,ey.wc-
IV-4 TC 3 - P
]
(3" up cable) l'll TC 1 - F
.I l i!. i. l !
TC 2 - I cg
.;ilt.<!'. j; l /
it,t;.
ill IGtl TC4-E l j l'. l li ' M,!
t
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/
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(Grout) i,o lj. *
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ir t
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Figure IV-1.
Cable Tray 1 Thermocouple location O
~
Iy-s fm ts TC 7 - p (3" up cable)
TC 5 - F I
i g?
F TC6-I
/
TC 8 - E
/
(Grout)
/
/
/
i
/
p
/
/
/
/
/
1
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t #
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.s Figure IV-2.
Cable Tray 2 Thermocouple location
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N
1
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l TC 11 - P (3" up cable) j i
1
-,u TC 9 - F
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+'
TC 10 - I l
TC 12 - E j
(Grout) l s
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Figure IV-3 Cable Tray 3 Thermocouple location l
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[
l
IV-7 O
TC 15 - P
/
(3" up cable) pY' TC 13 - F I
T C 14 - I s
d TC 16 - E
[
(Grout) 1
/
/
/
p't i
f p
3 Y
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Figure IV-4.
Cable Tray 4 Thermocouple location l dp
IV-8 O
TC 19 - P (3" up cable)
'[
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TC 20 - E n
I:
W I,
(Grout) i
/
/
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J Figure IV-5.
Cable Tray 5 Thermocouple location
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(3" up cable) c.r:
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g'J SEC rio^1 A-A p
Figure IV-6 Cable Tray 6 Thermocouple location
a 6 -
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+=^^^--C-*
A
'-5w a
- =
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m-IV-10 i
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TEST GRAPHS J
1 1
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1; a
f 4
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- 6
O O
O 8LE SLAB 2 TRAY 1
500
+ FIELD A INTERFACE Y PETETRATOR
= EtE. GROUT 400 g
j 300 -
g 200__
qws-
}Ti y-g2 :=r-+=-#
1# '~~'
~
100
_; - e s ::
0 l
0 20 40 60 80 100 120 140 160 180 TIl1E 01INUTES7 TEST DATE:
30 J'IL 80 PROIECT NO.: 03-5980-003 2
L
o o
(o V
V s'
BB&E SLAB 2 TRAY 2 500
+ FIELD A INTERFACE Y pef 4ETRATOR
= ENG. GROUT 400--
's ss'"
300--
l
/ W fh g, p W '
u, ac~G l200-( f p e" 100 8
0-j j
j j
j j
0 20 40 60 80 100 120 140 160 180 TII1E (111NUTES)
TEST DATE: 30 JUL 80 PROIECT NO.: 03-5980-003 2
O O
O 6&E SLAB 2 TRAY 3 500
+ FIELD A INTERFACE Y PENETRATOR
= ENG. GROUT 400 c
[,
300_
~
x " w~: -
v~~
d b[
2 0 0 --
g M # g_,, x M
-r
-- ; _ ggD 100_
/
0-l l
j j
l j
j j
0 20 40 60 80 100 120 140 160 180 TIME (NINUTES)
TEST DATE:
30 JUL 80 PROJECT NO.: 03-5980-003 2
O O
O B6&E SLAB 2
~~ RAY 4 500__
+ FIELD A INTERFACE Y PEfETRATOR u ENG. GROUT A
,p 400 g
/
- p
[
300-
,m.wcgA#
1 g
g g'p!j Qi 200 j
~
-: - :- - p Jc -
5 gs 100-0 0
20 40 60 80 100 120 140 160 180 TIME 01INUTES)
TEST DATE:
30 JUL 80 PROJECT tJO. : 03-5980-003 2
4
O O
O 36&E SLAB 2 TRAY 5 500 -_
+ FIELD A INTERFACE Y PEfETRATOR
= ENG. GROUT 400 g
}
300--
200
+" N M
b-100--
_,gt h -
0-i i
i 1
0 20 40 60 80 100 120 140 160 180 TI!1E (!1INUTES)
TEST DATE:
30 JUL 80 PROIECT NO.: 03-5980-003 2
h
v O
O o
B6&E SLAB 2 TRAY 6 500
+ FIELD A INTERFACE v PENETRATOR
= EtE. EWT 400__
c 300 IS'I g#i 200-id
>w - - ? *^ ^ 'fr 100
- _-r M i
4~E "
7 0
l l
l I
0 20 40 60 80 100 120 140 160 180 TIl1E (NItOTES)
TEST DATE:
30 JUL 80 PROJECT NO.: 03-5980-003 2
IV-17 t
i i
i I
4@
i l
l t
1 1
1 i
TEST DATA s
1 I
i TRAYS 1; 2; 3 1
4 0
f I
J
}
i i
i 4
1 2
3
- O i
i
IV-18
[
PAGE 1 B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NLE IR: 03 cae^-003 TRAY TRAY TRAf 3
2 FURNACE 1
~~
MIN SEC AWRAGE F
I P
E F
I P
E F
I P
E 0 1 85 84 84 83 86 82 83 83 85 83 83 83 85 0 16 07 84 83 83 86 82 82 83 84 82 82 82 84 0 31 101 85 84 83 85 82 83 83 85 84 83 82 85 0 ,
127 84 84 83 86 82 83 83 84 O
- 83 83 84 1
140 d5 84 83 86 82 83 83 85 84 82 82 85 1 16 162 85 85 84 86 82 82 82 84 82 82 82 84 1 31 197 84 84 83 86 82 83 83 85 84 82 82 84 1 46 225 84 84 83 86 83 82 83 84 83 83 83 84 2 1 256 84 84 83 86 82 83 83 84 83 82 83 85 2 16 296 85 84 84 86 83 83 83 84 83 82 82 84 2 31 342 84 84 84 86 83 83 83 85 83 84 84 85 2 46 396 85 85 84 87 83 83 83 85 83 82 82 84 3 1 441 84 84 84 87 84 83 83 85 83 82 82 84 3 16 503 84 03 83 86 82 82 82 84 83 82 82 85 3 31 567 84 83 83 86 83 83 83 84 83 82 82 84 O
3 46 632 84 83 82 85 82 82 82 84 84 83 82 85 4 1 695 84 83 82 85 83 83 83 84 82 84 84 85 4 16 751 84 85 84 87 83 82 83 85 82 82 83 84 4 31 808 84 84 83 87 84 83 83 86 83 83 83 84 4 46 850 83 83 82 85 82 82 82 84 83 82 84 84 5 1 883 83 83 82 85 82 82 84 86 82 83 82 84 5 16 916 84 83 83 86 '
84 83 83 84 83 84 83 84 5 31 956 85 85 85 85 83 82 82 84 82 82 82 83 5 46 990 83 83 83 85 84 83 83 84 83 83 83 83 6 1 1023 83 83 83 86 84 83 83 84 82 83 83 84 6 16 1040 83 83 82 85 84 83 83 84 82 82 82 83 6 31 1062 85 84 83 85 84 83 83 84 84 83 83 84 6 46 1063 85 85 83 86 85 85 85 86 82 82 83 84 7 1 1071 85 85 83 85 84 83 83 84 82 82 83 83 7 16 1079 83 82 83 85 85 83 83 84 82 82 83 83 7 31 1079 83 82 82 85 85 83 83 84 82 83 83 83 7 46 1113 83 83 82 85 85 83 83 85 83 83 83 83 8 1 1116 83 82 02 85 86 83 83 85 83 83 84 83 8 16 1107 83 83 82 85 86 83 83 85 83 84 84 83 8 31 1116 83 82 82 85 86 84 83 85 82 83 84 84 8 46 1153 83 82 82 85 86 84 83 85 82 83 84 83 9 1 1199 83 82 82 85 87 84 84 85 83 83 84 83 9 16 12 04 83 84 83 85 87 85 85 86 83 83 84 84 9 31 1179 85 85 82 85 88 85 84 85 83 84 84 83 9 46 1197 83 82 82 85 88 86 84 85 83 84 85 84
(
10 1 1228 84 85 84 86 89 85 84 85 82 84 86 86
IV-19 PAGE 2 B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NLMBER: 03-5980-003 TRAY TRAY TRAY
-- 2 ----
3---------
FURNACE
-- 1 --
MIN SEC AVERACE F
I P
E F
I P
E F
I P
E 10 16 1278 84 83 83 85 89 85 87 88 85 84 85 86 10 31 1303 84 85 85 87 90 86 85 88 85 84 85 83 10 46 1300 85 83 82 86 89 86 86 86 83 84 85 84 11 1 1302 84 83 83 85 90 86 85 86 83 84 86 84 11 16 1313 84 83 83 85 91 87 86 86 84 84 86 84 11 31 1324 85 84 83 86 92 88 87 87 84 85 06 84 11 46 1338 86 85 84 87 94 87 86 87 83 84 88 85 1R 1 1321 84 83 82 85 92 88 88 87 85 87 90 84 12 16 1331 84 83 82 85 92 88 89 89 84 85 88 84 12 31 1361 84 84 84 88 95 91 88 87 83 87 91 85 12 46 1369 84 83 83 86 92 91 08 88 84 86 90 85 13 1 1382 84 83 83 86 94 90 89 87 84 85 89 84 13 16 1387 84 83 82 85 93 89 88 87 84 85 90 84 13 31 1395 84 83 82 86 93 90 92 88 84 86 90 85 i
O 13 46 1419 85 84 83 85 94 92 90 88 85 85 91 84 O
14 1 1410 84 83 83 88 95 91 91 89 84 86 92 85 14 16 1410 84 83 82 85 94 93 92 90 85 87 94 87 14 31 1416 84 83 83 86 91 91 89 85 87 92 85 14 46 1418 85 84 84 86 92 91 88 84 87 93 84 15 1 1430 85 83 82 85 92 91 89 84 87 93 84 15 16 1434 85 83 83 86 97 92 91 89 85 87 93 85 15 31 1441 85 84 83 85 97 93 92 89 85 87 94 84 15 46 1447 86 84 83 85 97 93 92 90 85 87 94 85 16 1 1449 85 84 83 86 98 94 92 90 85 88 95 84 16 16 1452 85 84 85 87 99 95 93 90 85 87 85 16 31 1462 85 84 83 86 99 94 93 90 86 87 97 85 16 46 1463 85 85 83 86 99 93 90 86 88 99 85 17 1 1474 86 85 85 88 100 94 91 87 88 98 87 17 16 1487 87 85 85 86 100 97 94 91 86 89 99 86 17 31 1482 86 85 B4 87 102 97 95 91 86 89 99 87 17 46 1487 85 84 05 06 103 97 93 87 89 100 87 18 1 1493~
86 86 84 87 103 99 98 93 87 91 101 27 18 16 1503 88 86 86 87 104 100 98 93 88 92 103 87 18 31 1504 88 86 86 88 105 100 99 93 88 92 102 86 18 46 1499 87 85 84 85 103 101 99 94 89 92 104 88 19 1 1526 89 87 85 88 105 100 98 93 88 91 103 88 19 16 1525 89 87 85 87 105 100 98 93 87 90 103 87 19 31 1521 87 86 85 87 105 102 99 95 88 90 102 87 19 46 1524 88 86 84 87 107 103 100 93 88 91 103 86 20 1 1523 89 86 85 87 108 104 101 94 88 91 104 87 d
20 16 1537 88.
87 85 87 108 103 100 94 89 92 105 88
IV-20 PAGE 3 B.
G.
E.
SLAB 2 DATE OF TEST:
30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY FURNACE -----
2---------
3---------
MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 20 31 1531 89 86 85 87 109 105 102 95 89 91 107 88 20 46 1544 89 87 86 87 110 105 102 94 88 91 106 88 21 1 1546 89 86 95 88 109 105 103 95 90 93 108 88 21 16 1563 90 87 86 88 111 106 102 95 89 93 109 89 l
21 31 1557 90 87 86 88 111 105 102 95 89 92 109 89 21 46 1565 90 87 86 87 110 107 103 95 89 93 111 89 22 1 1577 91 87 86 87 111 108 104 90 94 110 97 22 16 1567 90 88 86 87 111 108 105 90 95 111 89 22 31 1573 91 87 85 87 111 109 104 89 95 111 88 22 46 1587 90 87 85 88 113 110 105 97 90 94 111 88 23 1 1583 91 88 86 87 113 110 107 97 91 95 112 89 23 16 1589 90 86 85 87 114 109 107 96 90 94 113 89 4
23 31 1605 92 88 86 88 115 110 108 97 91 96 114 90 23 46 1605 92 87 85 87 115 111 108 98 92 96 116 90 24 1 1594 91 88 87 08 116 111 108 98 92 116 90 24 16 1599 91 88 86 88 117 113 109 98 91 95 115 88 24 31 1614 92 89 87 97 117 114 110 99 93 96 116 88 24 46 1616 92 89 87 J7 118 114 110 99 93 98 117 90 4
25 1 1622 93 89 87 08 117 114 110 99 92 97 117 90 25 16 1632 92 89 87 89 119 116 111 99 92 97 116 90 25 31 1633 94 89 87 89 119 116 112 100 94 ir9 118 90 25 46 1645 94 89 B7 89 121 115 112 100 94 98 119 91 26 1 1640 94 89 87 89 120 117 113 100 94 99 118 91 26 16 1647 94 90 88 89 121 117 112 100 95 99 119 90 i
26 31 1653 94 89 87 88 121 118 114 101 95 100 119 90 26 46 1643 94 89 86 88 121 117 113 100 95 101 119 90 27 1 1646 94 89 87 88 123 119 114 101 100 121 91 l
27 16 1660 95 89 87 89 123 12 0 115 100 102 122 91 27 31 1656 95 89 87 89 124 120 116 102 97 102 121 91 27 46 1671 90 87 88 123 119 114 101 95 101 122 91 28 1 1670 95 90 87 88 125 122 116 101 97 102 122 91 29 16 1684 91 88 88 125 122 117 101 98 104 123 91 28 31 1669 96 91 87 88 126 123 116 102 98 104 123 91 28 46 1674 97 91 87 88 125 122 116 101 97 103 123 91 29 1 1665 97 90 88 88 125 123 116 102 99 103 123 91 29 16 1667 97 91 88 89 125 123 117 103 100 103 125 92 29 31 1657 98 90 87 89 126 123 118 103 100 105 124 91 29 46 1658 98 91 87 89 128 125 118 102 100 106 125 92 30 1 1636 98 92
-89 89 129 125 119 103 101 106 -126 92 1634 99.
92 89 89 129 12 6 119 103 102 106 125 92 O 30 16 30 31 1626 98 91 88 89 130 126 121 104 102 107 126 94
IV-71 PAGE 4 B.
G.
E.
SLAB 2 DATE OF TEFT:
30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY
--2-------
3---
FURNACE 1-------
MIN SEC AVERACE F
I P
E F
I P
E F
I P
E 30 46 1620 99 92 89 89 130 12 7 121 104 103 108 126 93 31 1 1611 100 92 88 88 130 127 12 1 103 102 108 125 93 31 16 1597 98 91 88 90 130 126 121 104 103 109 127 94 31 31 1603 100 92 89 89 131 12 8 121 105 104 109 126 94 31 46 1600 100 92 89 90 132 12 8 121 105 105 110 12 6 94 32 1 1588 101 92 89 90 132 128 12k 104 105 109 12 6 93 32 16 1588 101 93 90 90 132 129 122 103 106 110 12 7 94 32 31 1582 102 93 90 90 132 130 123 105 107 111 12 8 94 32 46 1584 102 94 90 90 133 131 123
- ^5 107 111 12 8 94 33 1 1583 103 94 90 90 132 130 123 iv.
107 111 J27 94 33 16 1585 103 94 90 89 133 130 124 106 108 112 126 96 33 31 1584 103 94 90 91 134 132 126 107 107 113 127 97 33 46 1585 103 94 91 91 134 132 125 106 109 114 128 97 54 1 1580 104 94 90 91 134 132 124 107 110 113 127 96 N
34 16 1573 104 95 90 90 134 132 124 107 110 114 12 8 96 34 31 1572 104 95 91 91 134 134 125 107 111 114 130 34 46 1571 104 94 90 91 134 134 125 107 110 113 129 95 35 1 1560 106 91 91 136 134 126 108 112 116 129 96 35 16 1565 104 95 91 90 135 134 12 7 108 112 116 131 35 31 1562 107 96 91 91 137 136 127 109 113 117 130 97 35 46 1552 106 91 91 137 137 128 110 113 116 132 96 36 1 1548 106 97 92 92 138 137 129 109 113 116 131 97 36 16 15i2 108 97 90 92 138 136 129 109 114 118 133 97 36 31 1553 108 97 92 92 137 138 131 111 115 119 132 97 36 46 1554 100 97 92 91 139 139 130 ill 116 120 131 97 37 1 1553 109 92 92 138 139 130 111 116 120 131 97 37 16 1552 110 93 91 139 140 131 113 116 120 129 97 37 31 1549 109 97 92 91 140 140 130 112 117 119 129 37 46 1544 110 98 92 91 140 141 131 113 117 121 131 97 38 1 1538 109 97 91 92 138 141 132 114 118 122 132 97 38 16 1541 111 99 93 92 140 143 133 115 119 121 131 98 38 31 1542 112 99 92 92 140 143 132 115 12 0 123 133 98 38 46 1543 112 99 93 93 141 144 132 115 119 122 132 97 39 1 1537 111 98 94 92 139 143 131 115 119 121 132 97 39 16 1542 112 98 94 91 141 146 133 117 121 124 133 99 39 31 1550 114 100 93 92 140 145 131 116 122 123 133 98 39 46 1559 114 100 94 92 141 145 132 117 122 124 134 98 40 f.
1554 115 101 94 93 142 147 135 117 122 125 134 99 40 16 1554 114 100 94 93 140 146 134 118 122 126 135 99 Q 40 31 1556 116 101 95 92 139 147 134 119 123 125 134 99 V 40 46 1546 114 100 94 93 140 149 135 120 125 127 133 99
IV.22 PAGE 5 B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NLMBER: 03-5980-003 i
TRAY TRAY TRAY
--2--------
3-----
FURNACE MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 41 1 1563 117 101 94 92 140 149 132 119 124 126 133 100 41 16 1553 116 102 95 94 142 150 136 121 126 127 133 99 41 31 1555 116 103 06 95 143 151 136 122 125 127 133 100 41 46 1552 117 103 v6 95 142 152 138 122 12 7 129 135 100 42 1 1557 118 103 95 144 152 137 12 3 128 130 137 101 42 16 1551 119 104 95 144 153 139 123 12 8 130 139 101 42 31 1553 119 104 95 95 144 153 140 123 129 131 137 101 42 46 1552 120 104 97 95 144 154 139 124 129 132 139 101 43 1 1553 12 0 105 97 95 144 155 14 0 124 130 133 141 101 43 16 1556 121 105 97 96 145 155 140 125 131 133 140 101 43 31 1548 12 0 104 95 95 145 155 141 124 130 132 139 100 43 46 1556 122 105 96 95 145 156 140 124 130 132 139 101 44 1 1555 12 1 104 96 95 145 156 140 124 131 133 141 101 44 16 1547 122 106 97 95 144 156 141 125 132 135 141 101 O
44 31 1553 122 106 98 96 146 157 142 126 133 134 138 101 44 46 1546 123 106 97 95 145 157 141 124 132 133 137 101 45 1 1546 122 105 97 95 146 157 142 125 133 134 137 101 45 16 1559 124 106 97 95 147 157 142 125 134 134 138 102 45 31 1551 123 107 97 96 147 157 141 126 134 135 141 102 45 46 1548 123 107 98 97 147 158 142 126 134 135 141 102 46 1 1547 124 107 99 96 147 159 143 127 135 136 141 102 46 16 1554 125 106 98 95 146 159 141 126 135 136 140 101 46 31 1543 124 107 98 95 146 159 142 127 136 137 141 102 46 46 1552 126 109 100 98 148 161 145 129 137 138 139 103 l
47 1 1562 127 109 100 97 148 161 146 130 138 139 140 104 47 16 1573 127 109 100 98 150 163 146 130 138 139 140 104 47 31 1570 128 110 101 98 151 164 145 130 139 139 139 103 47 46 1558 126 109 99 97 149 162 145 130 138 138 138 103 48 1 1562 12 8 110 101 98 149 165 148 132 141 140 138 104 48 16 1562 12 8 109 100 98 151 164 147 131 139 138 140 104 48 31 1557 128 109 100 98 151 163 144 131 139 139 139 104 48 46 1566 130 110 101 98 152 165 143 132 141 140 138 105 49 1 1563 130 111 100 98 151 165 144 133 142 140 141 106 L'
49 16 1563 130 ill 101 99 153 167 146 135 143 142 141 107 1
49 31
~1567 131 111 102 99 152 165 146 134 143 141 141 107 l
49 46 1570 132 113 103 100 155 167 148 135 142 140 140 106 50 1 1561 131 112 102 99 154 167 146 136 143 142 145 107 50 16 1562 132 112 102 99 153 167 147 136 143 143 143 107
.50 31 1560 131 113 102 99 153 167 147 137 144 142 140 107 50 46 1564 132 113 102 99 154 168 148 138 144 142 140 108 J 51 1 1569 133 113 103 100 155 167 148 139 144 142 144 108
)
l
IV-23
+
/
PAGE 6 B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NUMBER: 03-5980-003 i-TRAY.
TRAY TRAY 3 --
FURNACE 1 --
2-
~ MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 51 16-1566 133 113-103 100 155 168 149 140 144 143 142 109 51 31 1577 134 114 103 100 156 169 147 141 146 144 143 110 51 46 1580 134 114 104-100 155 168 146 142 146 143 143 110 l
52 1 1575 134 15 105 101 156 168 148 143 147 144 143 110 52 16 1585 135 115 104 100 156 168 148 144 147 144 141 112 52 31 1593 136 116 105 102 158 170 147 144 117 144 142 111 52 46 1588 135 115 104 100 157 169 148 146 147 144 142 112 i
- 53 ' 1 1584 135 115 104 101 158 170 148 146 148 144 144 112 l
53 16 1587 136 115 104 101 157 169 150 147 148 145 142 113 53 31 1574 137 117 104 100 158 169 149 148 148 144 140 114 53 46 1571 136-115 104 100 159 169 149 150 149 145 144 113 54 1 1580 137 116 103 101 1r8 169 148 151 150 145 145 115 54 16 1591 137 117 3 v5 101 159 171 150 152 150 146 146 116 54 31 1582 137 117 106 102 159 171 149 153 152 146 143 117 54 46 1590 138 119 107 102 160 172 151 156 152 147 143 118 55 1 1591 140 118 105 103 161 170 151 157 152 147 146 118 55 16 1593 139 118 106 102 160 170 14 8 156 151 146 143 117 55 31 1594 139 118 107 102 161 172 150 158 152 147 143 118 55 46 1591 140 119 107 103 161 171 149 159 153 148 143 119
+
56 1 1601 140 119 107 103 162 172 El 160 152 147 143 118 56 16 1597 140 12 0 100 103 162 172 151 162 154 14 8 147 121 56 31 1610 142 12 1 108 104 162 174 151 164 154 149 145 121 56 46 1613 142 120 108-104 163 173 152 164 154 146 143 121 l
57 1 1606 142 120 108 104 163 173 153 165 155 148 142 121 57 16 1611 142 12 0 107 103 164 173 152 165 154 147 143 121 57 31 1600 142 12 0 107 104 163 174 151 167 155 148 142 121 57 46 1604 142 121 108 103 163 174 152 168 155 147 142 122 l
58 1 1604 142 121 108 103 164 174 153 169 156 147 144 123 4
58 16 1600 142 120 107 104 164 174 153 170 155 148 143 123 i
58 31 1603 142 121 109 105 165 174 153 171 155 148 142 123 58 46 1609 143 120 108 104 165 174 151 174 157 148 143 124 i
59
.1-1611 144 121 109 105 166 175 154 174 157 149 142 124 59 16 1610 143 121 108 104 166 174 154 174 158 148 143 124 59 31 1621 143
-120. '109-104 167 176 152 176 157 149 144 125 59 46 1611-143 121 108 104 167 175 152 175 157 148 143 125 60 1 1611 144 121 109' 105 168 175 153 177 157 150 145 126 60 16 1618 144 122 109 105 166 174 153 177 157 149 145 126 60 31 1620 145 123 109 105 167 176 154 181 159 150 145 128 60 46.
1621 145 123 109 '105 167 176 154 181 159 149 143 128 i'
61 1 1632 145' 123 110 106 169 177 154 183 159 150 144 128 I
C1 16
-1631 146 123 110 -106 169 177 154 183 159 149 145 12 8 L
o I.
_ _ _ _ _ -. _ _ _ _ _.. ____ _ ~. -... _ _ _ _.,
IV-24 PAGE 7 B.
G.
E.
SLAB 2 DATE OF TEST:
30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY FURNACE 2
3 1
MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 61 31 1627 145 123 109 105 168 177 155 183 159 149 145 12 8 61 46 1586 146 124 111 106 171 177 157 186 161 151 148 130 62 1 1587 146 124 111 106 171 178 158 187 160 151 147 129 62 16 1593 147 125 111 106 169 177 157 187 161 151 145 131 62 31 1603 148 126 111 107 170 179 157 188 161 151 145 130 62 46 1589 147 125 112 107 171 179 157 189 162 152 146 131 63 1 1601 149 126 113 108 170 179 155 189 162 151 146 130 63 16 1604 147 125 111 106 170 180 156 191 161 151 147 131 63 31 1608 149 126 112 107 171 179 159 193 162 152 147 132 63 46 1610 149 127 112 107 171 180 158 193 163 153 149 133 64 1 1607 150 12 8 113 106 170 178 154 192 161 151 145 131 64 16 1598 148 127 115 109 174 181 155 196 164 154 147 133 64 31 1626 150 128 114 108 172 181 156 195 164 153 146 134 64 46 1631 151 129 115 109 175 180 157 196 163 154 150 135 g 65 1
1632 151 129 115 109 174 181 159 198 165 154 148 135 y 65 16 1628 151 129 115 108 174 181 160 198 165 155 147 135 65 31 1626 151 128 114 109 175 182 161 200 166 155 150 135 65 46 1627 151 130 115 108 173 181 160 200 166 155 150 137 66 1 1641 151 129 15 108 173 182 161 202 167 155 150 137 66 16 1662 152 131 116 110 175 183 160 203 1M 153 148 137 66 31 1487 152 130 116 110 174 183 159 205 167 155 149 137 66 46 1487 153 130 116 109 173 184 160 205 160 155 150 137 67 1 1494 153 130 116 110 174 182 161 204 166 154 147 138 67 16 1488 152 131 117 110 175 183 160 206 167 155 150 138 67 31 1500 154 132 117 110 174 184 161 207 168 156 149 139 67 46 1518 154 132 117 110 176 183 162 208 169 156 151 139 68 1 1564 154 132 118 110 175 183 162 209 168 157 149 140 68 16 1592 154 132 118 110 175 184 161 209 169 155 149 139 68 31 1580 54 133 118 111 175 185 160 209 169 156 151 140 68 46 1581 155 133 118 111 176 184 160 210 169 155 153 140 69 1 1593 155 133 118 111 175 184 159 210 169 154 153 140 69 16 1632 155 132 117 110 175 185 159 210 169 155 153 141 1
69 31 1650 155 133 117 111 175 186 161 211 170 155 150 141 69'46 1655 155 133 117 111 175 185 162 213 170 156 151 141 70 1 1657 156 134 117 112 175 186 166 213 171 157 152 141 70 16 1654 155 133 117 110 175 185 168 213 170 157 148 140 70 31 1659 155 133 116 112 176 186 166 213 170 157 14 8 141 70 46 1660 155 133 116 111 176 184 167 213 169 158 150 142 71 1 1671 155 133 117 111 178 187 168 214 171 159 151 142 71 16 1673 156 134 118 112 180 187 170 216 171 159 150 143 O 71 31 1679 157 134 117 111 180 187 170 215 171 160 151 142 I
IV-25 PAGE 8 B.
G.
E.
SLAB 2 DATE OF TEST:
30 JUL 80 PROJECT NLMBER: 03-5980-003 TRAY TRAY TRAY 3
-FURNACE l'
MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 71 46 1689 156 135 118 112 179 187 168 217 171 159 150 142 72 1
~1694 157 135 119 112 181 187 166 217 172 159 149 144 72 16 1695 157 135 118 112 181 187 166 219 172 160 150 143 I
72 31 1686 156 135 119 111 182 187 166 219 172 159 150 143 72 46 1698 157 136 119 112 181 187 164 220 173 160 151 143 73 1 1687 157 135 119 113 181 189 165 221 173 159 151 144 73 16 1698 157 136 119 113 181 188 166 222 175 161 151 146 73 31 1679 156 134 118 114 183 187 166 221 174 162 153 144 73 46 1689 158 135 118 112 181 188 170 223 174 162 154 144 74 1 1686 159 135 118 112 182 190 171 221 174 162 151 145 74 16 1694 158 135 119 113 183 190 171 223 175 162-152 146 74 31 1710 160 137 121 113 184 189 167 222 175 161 151 145-74 46 1704 158 136 120 113 183 190 168 224 176 162 153 146 75 1 1704 159 137 121 113 184 188 165 223 175 163 153 148 75 16 1707 161 138 121 114 184 191 167 225 176 162 152 148
'Q 75 31 1699 160 137 121 114 184 191 166 226 177 163 153 148 75 46 1704 160 138 121 113 183 190 164 225 177 161 153 149
'76 1 1707 160 138 122 113 182 190 166 226 176 163 154 149 j
76 16 1699 161 138 122 114 185 191 169 227 177 164 155 147
-i 76 31 1706 161 139 121 115 185 193 171 228 178 165-154 149 76 46 1703 161 138 120 113 186 192 172 228 178 165 154 149 77 1 1697 163 139 121 115 186 193 172 230 178 166 154 148 77 16 1691 161 137 120 114 187 191 171 228 178 166 156 149 4
77 31 1701 162 140 121 116 188 194 173 232 180 165 156 150 l
77 46 1709 162 138 122 115 188 192 169 229 178 168 '158 150 78 1 1702 163 141 123 114 187 193 169 230 179 166 157 151 78 16-1698 163 140 123 115 188 193 171 231 181 168 158 151 i
78 31 1708 164 141 125 116 189 195 170 231 180 169 159 151 78 46 1703 164 141 125 116 187 194 169 233 180 169 156 150 79 1 1697 163 142 124 115 187 193 172 231 181 168 156 151 79 16 1708 164 -141 124 116 188 194 174 233 181 169 158 152 79 31 1702 164 141 124 116 189 195 173 233 182 170 158 153 79 46 1704 163 141 124 116 190 197 174 235 183 170 158 152 80 1 1717 166 143 125 116 190 197 173 235 182 172 159 154 80 16 1708-164-142 126 116 189 1%
172 234 182 170 157 152 80 31 1707 166 144 126 116 191 197 175 236 184 172 158 152 80 46 1714 166 143 124 117 192 197 175 236 183 171 157 153 81 1 1704 165 143 125 117 193 197 177 236 184 170 156 153 l
81 16 1716 167 144 126 117 193 199 176 238 185 172 159 155 81 31-1707.
165 143 126 117 194 198 175 237 183 171 160- 155
. 81 46 1705 166 144 127 117 192 198 173 237 184 170 160 153
_____1.,
---;..-..__..,.___..___~_A,....,..,.
IV.26 O PAGE 9 U
B.
G.
E.
SLAB 2 DATE OF TEST:
30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY 2
-- 3 FURNACE 1-MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 82 1 1706 167 144 12 7 118 194 198 172 237 185 172 159 155 82 16 1714 167 144 12 7 118 192 198 173 237 184 170 159 155 82 31 16 %
165 145 127. 118 192 200 173 239 185 171 161 154 82 46 1710 166 145 127 118 193 199 175 239 105 172 160 155 83 1 1702 167 144 126 117 192 199 172 237 184 172 162 155 83 16 1707 168 144 126 117 193 200 171 239 185 172 159 155 83 31 1709 168 147 125 119 195 202 177 240 187 173 160 156 83 46 1713 168 145 125 117 194 201 172 240 185 170 158 155 84 1 1705 168 145 126 118 195 201 175 241 186 172 159 155 84 16 1715 168 145 126 117 194 201 175 241 185 172 160 156 84 31 1712 168 145 126 119 1%
203 174 241 187 172 161 157 84 46 1708 168 145 126 118 195 202 176 242 187 173 159 157 85 1 1714 168 146 126 118 195 202 176 241 187 173 161 158 85 16 1713 169 146 126 118 195 203 176 243 187 174 162 157 85 31 1716 170 147 128 119 197 204 174 242 187 172 163 158
\\
85 46 1713 171 147 128 119 197 205 175 242 186 174 162 156 86 1 1714 169 147 128 119 196 204 174 242 187 173 164 158 86 16 1715 169 147 12 8 120 198 206 174 244 187 173 163 159 86 31 1713 170 147 129 118 1%
203 173 241 189 175 162 157 86 46 1714 169 147 128 118 197 206 174 242 186 174 163 158 i
87 1 1718 170 14 8 130 119 197 205 172 242 187 173 164 158 87 16 1718 170 149 130 119 197 206 172 243 187 171 165 159 87 31 1724 171 149 131 120 198 207 173 243 187 172 165 159 87 46 1715 171 150 130 119 198 208 174 244 187 174 165 159 88 1 1734 173 151 131 120 200 209 175 245 189 175 167 159 86 16 1718 172 150 130 120 201 209 178 245 187 175 165 162 88 31 1723 173 149 130 120 201 209 180 246 187 176 165 160 88 46 1732 174 151 131 121 203 211 180 248 189 178 167 160 89 1 1727 172 150 130 120 202 209 177 249 190 179 167 161 89 16 1723 172 151 132 121 202 210 177 246 187 175 165 160 89 31 1717 172 150 131 120 202 210 180 246 187 176 166 161 89 46 1729 174 152 132 121 2 04 212 181 248 188 177 166 161 90 1 1726 174 152 133 121 204 213 181 247 188 176 165 161 90 16 1722 173 152 131 120 204 212 181 247 187 176 166 162 90 31 1734 174 154 132 122 206 214 181 248 188 175 167 161 90 46 1726 174 151 131 121 205 214 179 248 188 176 168 162 91 1 1727 174 151 131 122 207 216 181 250 189 179 168 163 91 16 1723 174 152 132 121 205 215 181 249 188 178 168 162 91 31' 1730 175 153 133 122 206 215 180 248 187 177 167 162 (N 91 46 1730 175 153 132 122 207 216 184 248 188 179 167 163 d 92 1 1731 175 153 132 122 208 217 187 248 187 180 167 162
IV.27 PAGE 10 v
B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY 3
FURNACE 1
2 MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 92 16 1725 175 152 131 121 209 216 186 248 188 180 166 163 92 31 1735 176 152 131 122 210 217 185 248 187 180 167 165 92 46 1728 176 154 132 122 210 218 183 251 187 181 166 163 93 1 1726 176 153 132 122 211 218 185 252 189 181 167 165 93 16 1740 178 154 133 123 211 220 186 251 188 182 169 165 93 31 1743 178 153 134 123 212 221 187 252 189 182 169 164 93 46 1737 178 153 133 123 213 221 187 252 188 183 169 164 94 1 173S 179 155 134 123 213 222 189 253 189 184 170 165 94 16 1736 178 155 134 124 214 223 187 251 187 184 171 166 94 31 1735 178 154 134 123 213 222 185 252 188 183 169 166 94 46 1738 179 156 135 123 214 224 189 252 189 183 170 166 95 1 1731 178 156 133 124 215 223 189 252 189 185 169 165 95 16 1740 180 157 134 124 216 225 188 253 187 184 172 167 95 31 1731 179 156 134 123 214 223 188 250 186 182 171 165 95 46 1726 179 155 133 123 214 224 187 251 186 181 172 165 q) % 1 1724 179 156 134 126 214 227 188 251 186 182 174 168
% 16 1732 179 156 132 123 214 225 185 253 188 182 171 166 96 31 1733 179 156 135 124 214 226 190 253 187 183 170 167 96 46 1742 181 157 134 125 215 227 187 253 187 184 171 168 97 1 1742 181 158 135 126 217 227 190 253 188 186 172 168 97 16 1742 181 157 134 124 21?
228 189 254 188 186 172 167 97 31 1740 181 157 135 125 217 228 189 253 186 186 172 168 97 46 1741-182 159 137 126 218 230 186 254 186 186 173 167 98 1 1760 181 158 136 126 217 229 188 255 188 186 175 169 98 16 1753 182 158 135 126 219 231 191 252 188 187 173 170 98 31 1745 182 158 136 125 219 230 193 255 187 187 173 168 98 46 1752 183 160 137 125 220 232 193 255 188 189 173 169 99 1 1756 183 161 137 127 219 232 189 255 186 185 173 168 99 16 1767 184 160 139 127 220 234 190 256 186 187 176 169 99 31 1758 183 161 140 128 222 234 188 254 186 186 176 169 99 46 1753 183 160 138 126 220 233 187 255 186 186 174 170 100 1 1753 183 161 138' 126 220 233 187 255 185 186 176 170 100 16 1751 184 162 140 127 221 236 190 256 188 188 177 172 100 31 1765 185 163 141 127 221 236 191 257 187 188 175 170 100 46 1743 183 161 138 126 219 234 190 254 184 185 173 169 101 1 1745 183 161 138 126 219 234 192 254 184 186 173 169 101 16 1745 183 h1 138 126 220 234 194 254 184 187 173 172 101 31 1766 186 165 142 129 224 238 197 258 185 188 177 171 101 46 135 186 163 141 127 221 237 194 256 185 189 177 171 m 102 1 1764 185 163 141 128 224 237 195 260 187 192 180 172 U 102 16 1770 186 163 140 127 222 238 193 257 185 189 178 171
IV_28
./
PAGE 11 i
B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY 3
2 FURNACE 1-MIN SEC AVERACE F
I P
E F
I P
E F
I P
E 102 31 1764 187 164 141 129 222 238 195 257 185 191 179 172 102 46 1766 186 165 142 12 8 222 239 1%
258 186 190 180 174 103 1 1765 186 164 142 129 224 239 197 257 184 191 179 172 103 16 1763 187 164 142 128 224 240 194 257 184 191 180 173 103 31 1763 187 166 142 129 225 241 197 259 186 192 180 173 103 46 1773 187 165 142 129 226 242 199 259 187 194 '180 173 104 1 1773 188 166 142 129 224 241 199 257 184 191 178 172 104 16 1758 106 165 141 130 225 243 203 260 185 193 181 174 104 31 1779 189 166 142 130 227 244 202 260 185 194 182 174 104 46 1765 187 165 142 128 225 243 198 258 184 191 180 173 105 1 1784 187 166 142 12 8 225 243 197 259 183 192 180 173 105 16 1763 187 166 141 128 225 244 199 258 185 193 180 173 105 31 17 %
188 166 142 130 227 246 200 259 184 193 179 173 105 46 1763 187 165 140 129 226 244 201 261 185 193 178 174 106 1 1766 188 165 141 128 225 245 202 259
' 186 193 178 173
. 106 16 1764 188 165 141 129 226 245 200 259 188 193 180 174 106 31 1764 188 166 142 128 225 245 200 259 189 194 180 174 106 46 1767 188 166 143 129 226 246 202 259 191 194 179 174 107 1 1764 188 167 144 129 227 247 198 259 194 193 181 174 107 16 1769 189 168 145 129 226 246 197 259 195 193 182 175 107 31 1770 189 168 143 129 226 247 197 260 197 194 180 175 107 46 1772 189 167 142 130 227 248 201 260 198 194 180 175 108 1 1786 190 168 143 130 227 250 202 261 199 195 184 178 108 16 1796 192 171 146 131 227 249 200 261 200 195 181 176 108 31 1796 192 170 145 131 229 251 206 263 201 196 181 176 108 46 1788 191 170 146 131 229 251 203 262 204 197 182 177 109 1 1786 193 171 147 132 229 252 205 262 203 198 183 177 109 16 1795 192 171 147 132 231 254 206 263 204 198 185 179 109 31 1789 192-171 147 132 231 254 204 265 203 198 185 180 109 46 180:.
193 172 145 133 230 255 209 265 204 198 183 179 110 1 1794 192 171 145 133 232 255 204 265 206 198 184 181 110 16 18rs 194 172 147 134 233 255 204 266 207 200 185 180 110 31 17.'8 193 172 146 133 232 255 205 265 207 200 185 180 110 46 17,6 193 172 146 132 232 256 202 264 206 199 185 180 111 1 18M 195 172 147 133 232 258 204 267 206 199 187 181 1*1 16 1799 194 174 149 133 232 258 202 265 208 200 187 180 til 31 1797 194 173 147 134 231 257 206 266 208 201 185 181 111 46 1806 194 172 148 133 231 259 206 266 208 202 186 180
, 112 1 1800 194 173 148 133 232 259 209 266 209 203 186 181 112 16 1809 196 175 150 135 235 260 207 268 211 203 188 182 112 31
-1814 1%
175 151 135 234 259 203 266 208 199 186 180 x
~ IVi29 i
l l
PAGE 12 B.
G.
E.
SLAB 2 j
{
DATE OF TEST:
30 JUL 80 PROJECT NLMBER: 03-5980-003 TRAY TRAY
-TRAY FURNACE 1
2
--- 3 MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 112 46 1805 194 173 150 134 233 258 206 268 211 203 188 182 i
113 1 1812 195 173 152 134 232 258 204 268 210 202 187 183 113 16 1806 195 175 151 134
-233 259 205 266 210 203 187 183 113 31 1807 195 175 151 133 235 262 208 266 209-202 185 -182 1
113 46 1807 196 -175 148 134 235 262 208 268 211 204 186 182 114 1 1804 195 173 148 134 234 261 206 269 213 206 187 184 i
114 16 1811 197 174 148 134 235 263 210 269 213 206 189-182 114 31 1804 195 173 148 134 234 260 209 268 212 206 185 184 114 46 1802
_196 173 148 135 234 263 211 268 214 206 184 183 1
115 1 1804 195 174 '147 134 234 261 2.'3 267 215 2 04 186 183 115 16 1802 195 172 147 135 234 263 212 268 214 205 187 185 115 31 1809 196 174 149 137 235 264 214 270 215 207 189 185 115 46 1807 197 175 148 135 235 263 212 268 215 206 187 185 t
l 116 1 1810 197 174 148 136 236 265 216 270 EIS 207 188 106 116 16 1822 198 177 151 137 238 266 211 271 215 207 189 186 116 31 1813 197 174 149 137 239 268. 218 2 72 216 U8 190 186 l
116 46 1814 197 176 150 137 238 268 213 270 217 208 190 186 117 -1
~1823 198 176 152 136 237 267 213 272 217 208 189 187 117 16 1825 199 178 154 137 238 268 212 271 217 208 189 186 117 31 1830 198 177 10 137 237 267 211 270 216 208 188 187 117 46 -
1825 200 177 153 138 239 268 215 272 218 210 189 188 118 1 1823 199 178 153 138 239 269 214 271 219 210 188 187 118 16 1827 198 177 152 137 237 269 212 271 218 210 189 188 118 31
~1821 199 177~ 152 138 237 269 211 271 218 210 190 188.
118 46 1825 199 178 152 138 239 270 216 272 219 210 187 188 119 1 1824 199-177 152 138 239 272 218 273 220 211 187 188 119 16 1827 200 177-150 138 239 272 214 274 221 211 191 189 119 31 1830 200 177 150 139 239 273 212 272 220 209 191 189
- 119 46 1829 200 177 -149 139 238 273 213 273 220 210 188 190 120 1 1834 199 178 152 138 237 271 211 273 221 210 188 189 120 16 1823 200 178 152 139 239 272 210 272 220 208 187 189 120 31 1820 199 178 154 140 237 274 214 274 222 210 189 190 120 46' 1822 199 178 -151 138 238 272 216 272 220 211 188 190 121 1'
1829
. 200 - ~ 178 153-139 240 274 215 274 223 P12 191 191 121 16 1834 201 179 153 139 237 273 212 2 72 221 210 192 190 121 31-1827 201 180 154 139 238 276 213 271 221 210 192 191 l
.121 46-1836 200 180 154 140 239 275 217 273 222 212 193 191 122 1 1835 200 179 152 139 238 F4 217 273 222 210- 190 190
'22 16 1827 200 1179 153 139 237 2 73
- 16 272 223 212 189 191
' h 122 31.
1826~
201 180 153 139 238 274 214 273 222 210 190 191
( f 122.46 1828-200 180 152 140 237 275 213 273 223 209 191 192 i
i
-i I
IV-30 D PAGE 13 O
B.
G.
E.
SLAB 2 DATE OF TEST:
30 JUL 80 PROJECT HlMBER: 03-5980-003 TRAY TRAY TRAY FURNACE 1 ----
-2 3
MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 123 1 1825 200 181 153 141 237 277 213 2 74 224 209 193 192 123 16 1831 201 179 155 139 236 275 210 271 221 206 191 191 123 31 1828 200 180 154 139 235 275 210 272 221 205 190 191 i
123 46 1832 200 181 154 140 237 277 211 271 223 207 191 192 124 1 1829 200 180 153 140 236 276 215 273 223 208 189 192 124 16-1833 200 179 152 14 0 237 276 218 274 224 209 186 192 124 31 1833 201 180 152 141 238 278 219 2M 223 210 188 192 124 46 1830 201 179 151 140 237 279 226 272 223 210 189 193 125 1 1836 200 179 152 140 239 279 231 274 224 213 193 193 125 16 1834 201 179 153 141 238 277 223 271 223 210 191 193 125 31 1836 199 179 154 140 236 278 222 273 224 209 193 194 125 46 1846 202 180 153 140 238 280 221 275 224 209 192 193 126 1 1845 200 180 153 141 237 278 220 274 224 209 193 194 126 16 1846 201 180 152 141 238 280 216 273 224 209 192 194 126 31 1845 201 180 151 140 235 279 218 273 223 208 195 194 I 126 46 1848 201 181 152 142 236 281 216 273 224 208 194 194 12 7 1 1842 201 181 154 141 236 279 212 273 224 208 193 195 127 16 1840 201 182 155 142 237 281 21P
- "?
223 20?
193 1%
127 31 1847 201 181 154 141 234 279 2 60 273 224 207 192 195 127 46 1834 200 181 153 141 234 280 2C 273 226 209 192 197 12 8 1 1837 201 182 154 142 235 279 211 274 225 210 195 197 12P 16 1845 203 182 153 143 236 2 82 215 277 227 212 192 197 128 31 1845 202 180 151 '142 236 282 218 275 225 212 189 196 128 46 1834 201 179 150 142 237 282 216 is 226 210 190 196 129 1 1838 201 179 150 143 238 282 216 276 226 211 192 198 129 16 1835 202 180 152 143 237 281 220 276 228 213 190 198
)
129 31 1837 201 181 ~149 143 239 283 223 276 227 214 192 197 129 46 1838 202 179 151 144 240 283 223 275 229 216 193 199 i
130 1 1835 201 180 152 143 240 282 222 277 229 216 192 198 1
130 16 1835 201 180 151 144 241 283 225 276 229 216 192 198 130 31 1833 201 180 150 143 240 283 222 276 229 216 190 199 130 46 1842 202 180 152 145 243 2 84 225 278 230 217 190 198 131 1 1839 202 100 152 143 241 2 84 225 278 232 218 195 200 131 16 1835 201 180 ' 153 143 242 285 224 277 E30 217 193 200,
131 31 1838 201 181 151 145 240 287 226 278 231 218 193 200 131 46 1855 202 180 151 143 240 285 225 278 232 219 1%- 200 132. 1 1848 203 182 155 145 242 287 223 279 232 218 197 200 132 16 1856 202 182 153 145 243 286 223 277 230 218 197 200 132 31 1841 201 181 154 -145 241 287 226 279 234 219 197 199 132 46 1838 201 181 153 144 239 285 225 277 232 218 198 200 t/133 1 1837 201 181 153 144 240 287 228 277 234 218 197 201
IV.31 PAGE 14 B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NtiMBER: 03-5980-003 TRAY TRAY TRAY
--3-------
FURNACE
-- 1 2
MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 133 16 1838 203 182 155 146 241 288 222 278 233 218 1%
202 133 31 1841 201 182 156 145 240 288 221 278 233 218 194 201 133 46 1842 201 182 155 144 241 288 222 280 233 217 193 203 134 1 1836 202 182 154 145 241 288 220 279 234 218 1%
202 134 16 1835 202 182 153 145 241 288 219 279 233 218 193 202 134 31 1840 201 182 lt 144 240 288 217 278 233 217 193 203 134 46 1833 201 182 154 144 240 288 218 278 234 217 195 203 135 1 1831 202 182 154 145 241 288 221 280 235 219 197 205 135 16 1835 201 183 156 145 242 289 221 280 235 218 1%
204 135 31 1832 203 184 154 146 244 291 226 280 2'44 218 1%
203 135 46 1830 202 183 154 145 244 291 229 280 235 221 197 204 136 1 1836 203 184 155 146 244 290 232 280 236 220 198 206 136 16 1837 202 185 157 147 247 292 232 279 236 222 197 204 136 31 1836 202 183 156 145 244 290 227 282 238 222 199 205 136 46 1834 202 186 159 146 247 2'4 226 283 237 221 199 204 Os 137 1 1830 201 195 158 145 243 291 220 280 236 221 200 205 137 16 1838 201 184 158 146 244 291 226 283 239 225 198 205 137 31 1833 202 184 155 146 244 291 230 281 238 226 201 206 137 46 1843 203 184 156 147 245 292 233 282 240 226 199 207 138 1 1837 202 184 156 148 247 293 232 283 240 225 197 206 138 16 1839 203 184 156 147 247 294 234 285 242 227 199 208 138 31 1842 202 185 157 147 247 294 236 282 241 226 199 207 138 46 1844 203 185 158 147 247 294 234 284 242 227 198 208 139 1 1849 203 186 157 147' 247 294 235 282 241 227 199 208 139 16 1850 202 185 157 148 248 2%
237 283 243 228 199 209 139 31 1840 203 185 158 148 248 296 233 2 84 243 229 201 209 139 46 1841 203 186 159 148 248 298 234 284 243 228 201 209 140 1 1853 203 187 159 148 248 2%
233 283 244 228 201 209 140 16 1842 204 186 159 149 248 297 230 283 244 226 202 211 140 31 1841 203 186 155 148 248 295 231 285 245 227 201 212 140 46 1839 2 04 185 156 149 248 298 232 285 244 226 200 212 141 1 1842 205 185 156 149 249 298 236 286 246.229 201 211 141 16 1845 204 185 157 149 251 299 237 286 246 229 202 211 141 31 1848 204 185 158 149 250 299 235 286 247 229 203 212 141 46 1848 205 185 158 150 249 299 232 285 246 229 207 212 142 1 1851 203 187 159 150 249 301 229 285 245 227 205 213 142 16 1836 203 185 158 150 247 298 225 283 246 224 207 212 142 31 1843 203 185 157 149 246 200
??5 284 244 223 2 02 213 142 46 1834 203 185 155 148 247 298 227 283 246 227 201 213 (q 143 1
1834 203 185 156 149 248 298 229 296 248 227 202 21c
) 143 16 1843 203 184 156 150 249 299 231 285 246 227 200 212
IV-32
/ 7 PAGE 15 V
B.
G.
E.
SLAB 2 DATE OF TEST:
30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY
2 3
FURNACE
-1 MIN SCC AVERAGE F
I P
E F
I P
E F
I P
E 143 31 1834 203 185 158 151 250 299 229 286 246 228 201 213 143 46 1839 203 186 159 150 248 299 228 286 247 227 201 215 144 1 1828 202 105 157 149 248 298 231 288 248 228 200 213 144 16 1832 203 185 157 150 248 298 230 2%
248 229 201 215 144 31 1835 203 186 158 150 249 300 230 286 247 228 201 214 144 46 1843 203 187 160 150 248 299 232 289 251 232 203 215 145 1 1844 203 186 159 150 249 300 232 286 248 229 201 215 145 16 1848 203 186 157 150 249 300 230 290 250 231 203 215 145 31 1842 203 187 157 151 250 301 233 287 249 230 202 215 145 46 1840 204 188 160 151 250 301 233 286 249 230 208 216 146 1 1844 203 188 160 151 250 301 231 286 249 230 208 215 146 16 1842 203 188 159 151 250 301 233 287 249 229 208 215 146 31 1843 203 187 158 150 247 301 233 288 251 229 209 215 146 46 1848 203 187 159 150 246 300 232 288 248 225 208 214 n 147 1 1842 202 187 159 151 247 302 231 285 248 224 204 215 V 147 16 1842 203 186 157 150 246 301 230 288 251 227 207 216 147 31 1844 203 188 158 151 246 301 225 285 248 223 "4
215 147 46 1842 203 186 156 151 250 304 228 285 248 224 205 216 148 1 1847 203 187 157 153 249 304 227 288 250 226 211 216 148 16 1850 203 187 160 151 249 303 233 287 251 226 212 216 148 31 1847 203 187 E7 152 247 302 240 287 250 228 206 218 148 46 1856 204 187 158 151 246 302 232 287 251 229 212 217 149 1 1847 203 186 157 152 247 301 236 287 250 228 212 216 l
149 16 1848 203 187 157 152 247 304 245 287 250 228 212 217 149 31 1849 202 187 158 151 247 302 236 287 251 228 209 218 149 46 1835 203 187 156 151 247 302 234 287 250 227 214 217
)
150 1 1826 203 185 154 152 247 303 247 287 251 228 210 217 150 16 1828 203 187 155 153 249 305 243 289 252 231 205 217 1
150 31 1835 204 186 155 152 248 303 233 289 251 229 205 218 j
150 46 1825 203 187 158 152 249 304 232 290 251 229 207 219
)
151 1 1842 206 190 159 154 250 304 235 290 252 230 207 219 151 16 1829 203 189 159 153 249 304 236 289 253 230 206 220 151 31 1825 205 -188 160 152 248 305 234 289 252 230 205 220 151 46 1822 203 183 158 153 250 306 239 290 254 230 205 221 152 1 1835 205 188 161 153 250 306 241 290 254 231 207 '220 152 16 1845 203 189 162 153 250 306 235 290 254 230 210 221 152 31 1853 2 04 189 162 154 253 306 235 292 254 230 208 222 152 46 1855 205 188 159 154 251 306 240 291 254 230 205 221 l
153 1 1848 203 187 156 153 253 306 240 291 254 232 205 220 1844 204 187 158 153 253 306 245 291 254 233 207 221 l p( ) 153 16 153 31
'1848 203 187 159 153 252 307 236 290 254 231 209 222
IV-33 4
PAGE 16.
B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NUMBER: 03-5900-003 f.
TRAY TRAY TRAY FURNACE
-- 1 ----
2 3 ---
1 MIN SEC. ' AVERAGE F
I P
E F
I P
E F
I P
E 153 46 1841 203 188 158 154 251 306 234 290 254 230 212 221 154 1 1840 203 188 156 154 250 307 232 291 255 229 210 221 4
154 16 1843 204 189 156 154 250 306 232 291 254 230 208 222 154 31 1841 203 188 158 154 251 307 231 292.
255 234 206~ 222 154 46 1843 203 189 159 154 251 308 229-291 255 231 210 223 155 1 1845 205 190 160 154 250 307 233 295 258 231 209 223 155 16 1844 205 192 160 154 250 307 233 291 256 232 208 223 155 31 1847 203 189 159 155 250 307 235 293 256 232 208 224 155 46 1853 204 199 160 155 251 308 236 292 256 233 207 223 156 1-1853 204 ISO 160 155 255 309 239 292 256 233 205 224 156 16 1849 206 189 159 155 252 308 236 294 258 234 206 225 156 31 1850 205 189 159 156 253 310 239 295 258 235 208 227 156 46 1852 204 189 160 156 252 311 237 296 259 237 211 226 157 1 1952 205 190 161 157 255 311 235 297 260 238 215 227 157 16 1851 205 190 161 157 256 312 239 296 260 238 212 228 157 46 1854 205 190 161 157 258 312 245 298 263 238 212 226 157 31 1860 206 191 162 157 256 312 242 296 261 240. 212 227 158 1 1849 204 189 161 156 255 311 246 2%
263 239 213 227 158 16 1864 205 192 163 158 258 312 247 296 261 240 211 227 150 31 1966 205 190 161 158 257 313 248 297 262 241 211 229 158 46 1862 205 191 163 158 256 313 248 297 263 241 211 228 159 1 1852 204 191 161 157 255 312 246 297 263 241 214 228 159 16 1868 206 193 163 159 257 317 249 299 265 293 215 228 159 31 1864 205 192 163 158 257 314 24E 298 263 244 214 229 159 46 1880 207 194 165 158 259 314 249 296 263 242 210 230 L
160 1 1870 205 194 163 159 259 315 255 301 267 243 212 229 i
160 16 1878 205 192 163 160 260 315 250 298 267 244 216 231 160 31 1877 206 193 -163 158 258 315 250 299 266 246 218 229 160 46 1872 205 192 162 158 259 316 251 298 266 246 219 229 161 1 1871 205 191 161 158-259 316 249 299 267 247 216 230 161 16 1868 205 191 163 158 259 318 248 300 267 247 216 231 161 31 1874 206. 192 163 159 260 318 248 300 267 246 218 232 i
161 46 1875 206 192 163 160 260 317 250 300 267 248 219 232 162 1 1873 205 192 163 159 259 319 253 300 270 247 218 232 162 16 1870 206 193 164 160 259 320 249 300 269 247 220 231 162 31~
1966 205.192 163 159 259 317 248 300 268 247 219 232 162 46-1865 205 192 162 - - 159 -
260 318 251 301 269 248 219-232 163. 1 1869 205 192 162-159 260 317 254 300 270 247 219 232 163 16.
1870 205 192 162 159 260 318 252 301 270 248 218 232 0 163 31-1867 205 192 163 159 260 318 252 301 271 249 219 233 163 46 1870 205 194 165 159
-260 319 252 301 271 250 219 236 t
--,_r,.
m m..
,,.,,,..,,,.n
-s.....,..,,,-....%-w.-
...ww w.m,
IV-34 O PAGE 17 V
B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NUMBER: 03-5980-003 i
TRAY TRAY TRAY 2
3 FURNACE 1
MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 164 1 1871 205 194 165 160 261 323 255 302 272 249 217 234 164 16 1874 206 194 165 161 261 319 255 302 274 250 219 234 164 31 1866 205 193 164 161 262 322 255 303 274 252 220 235 164 46 1875 206 195 166 161 263 323 257 305 275 252 222 235 165 1 1878 206 195 165 161 263 322 255 305 274 252 223 235 165 16 1875 207 194 167 161 262 321 252 304 275 252 223 235 165 31 1854 206 195 167 161 263 323 254 304 275 252 221 236 165 46 1850 207 1%
167 162 264 322 252 305 276 252 223 237 166 1 1843 206 196 170 162 263 325 247 307 277 252 228 239 166 16 1850 207 1%
171 162 263 325 247 306 278 250 226 238 166 31 1840 206 197 170 162 263 323 249 307 277 250 226 238 166 46 1845 207 197 170 163 264 323 251 305 276 251 225 237 167 1 1848 207 197 169 162 265 324 254 308 277 252 225 239
)
167 16 1855 208 1%
167 162 265 325 253 308 279 254 228 239 p)16731 1859 207 1%
167 163 266 326 255 307 279 255 224 238
(,
167 46 1854 206 194 166 162 265 323 256 305 279 257 228 238 168 1 1853 206 195 167 162 266 325 259 306 279 256 228 237 168 16 1849 206 1%
167 162 268 327 258 309 280 257 229 240 168 31 1854 206 195 167 162 265 324 259 307 279 257 227 239 168 46 1850 206 195 169 163 265 325 257 307 280 258 226 238 169 1 1854 206 196 169 163 265 325 255 308 281 260 229 240 169 16 1850 206 1%
169 163 267 326 255 308 281 258 231 240 169 31 1858 206 1%
170 164 267 328 258 310 282 259 232 240 169 46 1867 207 197 169 164 267 327 258 310 283 260 231 242 170 1 1869 206 197 170 163 267 327 259 310 283 260 230 241 170 16 1872 206 197 168 164 267 328 262 310 284 261 234 240 170 31 1874 207 197 167 165 269 325 265 311 283 260 232 238 170 46 1868 205 195 166 165 269 328 265 309 2 84 262 227 238 171 1 1868 205 195 166 163 266 326 261 311 286 262 228 241 171 16 1876 206 197 170 164 269 323 261 309 285 262 227 240 171 31 1854 206 197 169 164 268 330 260 312 286 262 231 243 171 46 1835 207 198 170 165 269 331 264 311 288 264 229 243 172 1 1822 206 197 167 165 268 330 264 310 286 263 228 242 172 16 1823 207 198 171 165 270 331 260 308 285 262 231 240 172 31 1823 208 200 169 165 268 330 263 313 289 265 232 244 172 46 1802 205 1%
171 167 268 328 262 309 288 264 234 242 173 1 1818 207 199 171 165 269 331 264 312 288 266 232 240 173 16 1821 205 197 169 164 269 334 266 313 290 266 232 244 173 31 1840 207 1%
171 166 271 334 261 315 290 264 233 244
/^ 173 46 1818 206 198 171 166 269 334 263 313 289 263 230 244 174 1 1790 206 198 171 165 269 333 263 314 292 264 231 244 i
IV-.35 4
PAGE 18 B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NtMBER: 03-5980-003 TRAY TRAY TRAY FURNACE 1
2 3
MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 174 16 1798 203 199 171 166 270 334 263 316 291 265 232 245 174 31 1807 207 199 170 167 2 72 333 261 316 292 267 231 245 174 46 1809 207 200 172 166 272 334 259 317 293 26E 237 247 175 1 1819 208 200 171 167 271 334 262 314 292 265 202 247 175 16 1828 207 199 172 168 272 334 263 313 292 268 232 247 175 31 1856 207 200 174 166 271 333 258 315 292 266 233 246 175 46 1831 207 202 176 168 273 335 262 316 293 269 231 247 176 1 1833 206 203 177 167 272 335 259 316 294 267 233 249 176 16 1844 208 2 04 178 168 2 72 335 259 320 293 266 236 248 176 31 1848 208 205 179 168 2 72 337 264 319 29ti 268 235 250 176 46 1839 205 204 178 169 275 337 264 318 296 270 234 250 177 1 1852 208 203 177 169 275 338 261 319 298 270 231 M9 177 16 1853 208 203 177 169 274 337 258 319 2%
267 236 250 177 31 1799 207 203 178 169 273 337 259 318 2%
268 236 251 177 46 1797 207 204 177 168 272 336 262 319 295 268 234 251
%/ 178 1 1787 208 205 181 170 2 72 339 264 319 297 268 233 249 178 16 1791 206 203 180 168 2 72 336 2 72 314 295 269 240 249 178 31 1825 207 206 179 169 2 72 339 275 313 293 266 241 246 178 46 1808 205 202 175 168 270 336 278 314 294 266 237 246 179 1 1797 205 205 179 169 270 338 275 315 E2 264 239 249 179 16 1799 207 203 179 170 268 338 278 317 295 265 241 246 179 31 1793 206 203 179 171 270 338 263 318 295 262 234 246 179 46 1796 206 202 178 170 268 342 268 319 294 263 234 248 180 1 1797 207 2 04 180 172 268 34 0 262 320 295 262 234 247
'IV-3 6 t
I I.f O
I
?
r f
}
h I
f TEST DATA TRAYS 4: 5; 6
1 i
I i
O i
i 1
s a
- 1 l
1-l 1
O
IV-37 p PAGE 1 1: 9 B.
G.
E.
SLAB 2 DI.TE OF TEST: 30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY TIME FUR L c 4
5 6
MIN eEC AVEIAGE F
I P
E F
I P
E F
I P
E 0 1 85 83 82 82 84 82 82 81 83 80 83 82 84 87 82 82 82 84 82 82 81 83 80 83 82 84 0 31 101 82 82 82 84 82 82 81 83 80 83 82 84 0 46 127 82 82 82 84 82 82 81 83 80 83 82 84 1 1 14 0 82 82 82 84 82 82 81 83 81 83 82 84 1 16 162 82 82 82 84 82 82 81 83 81 83 82 84 1 31 197 82 82 82 84 82 82 81 83 81 83 82 84 1 46 225 82 82 82 84 82 82 81 83 81 83 82 84 2 1 256 82 82 82 84 82 82 81 83 81 83 82 84 2 16 2%
82 82 82 84 82 82 81 83 81 83 82 84 2 31 342 83 82 82 84 82 82 81 83 81 83 82 84 2 46 396 82 82 82 84 82 82 81 83 83 82 84 3 1 441 82 82 82 84 82 82 81 83 81 83 82 84 3 16 503 82 82 82 84 82 82 81 83 81 83 82 84 3 31 567 82 82 82 84 82 82 82 84 82 83 82 84 3 46 632 84 82 82 84 82 82 82 84 82 83 82 84 1
4 1 695 83 82 82 84 82 82 82 84 82 83 82 84 4 16 751 82 82 82 84 82 82 82 84 82 83 82 84 4 31 808 83 82 82 84 82 82 82 84 82 83 82 84 4 46 850 83 82 82 84 82 82 82 84 82 83 82 84 5 1 883 82 82 82 84 83 82 82 84 82 83 82 84 5 16 916 83 82 82 84 83 82 82 84 82 83 82 84 5 31 956 81 82 82 84 83 82 82 84 82 83 82 84 5 46 990 82 82 82 84 83 82 82 84 82 83 82 84 6 1 1023 82 82 82 84 83 83 82 84 82 83 82 84 6 16 1040 81 82 82 84 83 83 82 84 82 83 82 84 6 31 1062 84 82 82 84 83 83 82 84 82 83 82 84 6 46 1063 82 83 82 84 83 83 82 84 82 83 82 84 7 1 1071 81 83 82 84 83 83 82 84 82 83 82 84 7 16 1079 81 83 82 84 83 83 82 84 82 83 83 84 i
7 31 1079 81 83 82 84 83 83 82 84 82 83 83 84 7 46 1113 81 83 82 84 83 83 82 84 82 83 83 84 8 1 1116 82 83 82 84 83 83 82 84 82 83 83 84 8 16 1107 82 83 82 84 83 83 82 84 82 83 83 84 8 31 1116 82 83 82 84 83 83 82 84 83 83 83 84 8 46 1153 81 83 83 84 83 83 82 84 82 83 83 84 9 1 1199 81 83 83 84 83 83 82 84 82 83 83 84 9 16 1204 81 83 83 84 -
83 83 82 84 83 83 83 84 9 31 1179 81 83 83 84 83 83 82 84 82 83 83 84 9 46 1197 82 83 83 84 83 83 82 84 82 83 83 84
) 10 1 1228 84 83 83 84 83 83 82 84 83 83 83 84
IV-38 p PAGE 2 V
B.
G.
E_
SLA9 2 DATE OF TEST:
30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY TIME FURNACE 4
5 6
MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 10 16 1278 82 83 83 84 83 83 82 84 83 83 83 84 10 31 1303 82 83 83 84 83 83 82 84 83 83 83 84 10 46 1300 82 83 83 84 83 83 82 84 83 83 83 84 11 1 1302 82 83 83 84 83 83 82 84 33 83 83 E4 11 16 1313 82 84 83 84 83 83 82 84 83 83 83 85 11 31 1324 83 84 83 84 83 83 83 84 83 83 83 84 11 46 1338 83 84 83 84 84 83 83 84 83 83 83 84 12 1 1321 83 84 83 84 84 84 83 84 83 83 83 84 12 1E 1331 82 84 84 84 84 84 83 84 83 83 83 84 12 31 1361 82 84 84 84 84 84 83 84 82 83 83 84 12 46 1369 83 84 84 84 84 84 83 84 82 83 83 84 13 1 1382 82 84 84 84 84 84 83 84 82 83 83 84 13 16 1387 82 85 P4 84 84 84 83 84 82 83 83 85 13 31 1395 82 85 84 84 84 84 33 84 83 83 83 85 13 46 1419 82 85 84 84 84 84 83 84 83 83 83 85 14 1 1410 83 85 84 84 84 84 83 83 83 83 83 85 14 16 1410 82 85 84 84 84 84 83 8J 83 83 83 95 14 31 1416 83 86 85 84 85 84 83 34 83 83 83 84 14 46 1418 82 86 85 84 85 85 83 84 83 83 83 84 15 1 1430 82 86 85 84 85 85 83 84 83 83 83 84 15 16 1434 82 86 85 84 85 85 83 84 83 83 83 84 15 31 1441 83 86 85 84 85 85 83 84 83 83 84 84 15 46 1447 83 87 86 84 85 JS 84 84 83 83 84 85 16 1 1449 83 87 86 84 85 85 84 84 83 83 84 85 16 16 1452 83 87 86 84 63 85 84 84 83 83 84 85 16 31 1462 82 87 06 84 86 86 84 84 83 83 84 85 16 46 1463 85 88 86 84 86 86 84 84 83 83 84 85 17 1 1474 83 88 87 84 86 86 84 84 82 83 84 85 17 16 1487 83 88 87 85 86 86 84 84 82 83 84 85 17 31 1482 84 89 87 84 86 86 84 84 82 83 84 85 17 46 1487 85 89 87 84 86 86 84 84 82 83 84 85 18 1 1493 85 89 87 84 87 87 84 84 83 83 84 85 18 16 1503 85 89 88 85 87 87 84 84 R3 83 84 85 18 31 1504 84 90 88 85 87 87 85 84 83 83 84 85 18 46 1499 86 90 88 85 87 87 85 84 83 83 84 85 19 1 1526 85 90 89 85 87 88 85 84 83 83 84 85 19 16 1525 84 91 89 85 88 88 85 84 83 83 84 85 19 31 1521 85 91 89 85 88 88 85 84 83 83 84 85 19 46 1524 85 92 90 85 88 88 85 84 83 84 84 85 fy 20 1 1523 84 92 90 85 88 89 85 84 83 84 84 85
( j 20 16 1537 86 92 90 85 89 89 86 84 83 84 84 85
IV-39 p PAGE 3 v
B.
G.
E.
SLAB 2 DATE OF TEST: 30 M L 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY TIME FURNACE 4-
--- 5 6-MIN SEC A W RAGE F
I P
E F
I P
E F
I P
E 20 31 1531 86 93 91 85 89 89 86 85 83 84 84 85 20 46 1544 86 93 91 85 89 89 86 85 83 84 84 BS 21 1 1546 86 94 91 85 89 90 86 85 83 84 84 85 21 16 1563 86 94 92 85 90 90 86
'S 83 84 84 85 21 31 1557 06 94 92 85
' 90 90 86 85 83 84 84 85 21 46 1565 06 95 92 85 90 91 86 85 83 84 84 85 22 1 1577 86 95 93 85 90 91 87 85 83 84 84 85 22 16 1567 86 93 85 91 91 87 85 83 84 84 85 22 31 1573 86 93 85 91 92 87 85 83 84 84 85 22 46 1587 87 97 94 85 91 92 87 85 E3 84 84 85 23 1 1583 37 97 94 85 92 92 87 85 D
84 84 85 23 16 1589 86 98 95 85 92 93 88 85 83 84 85 85 23 31 1605 87 98 95 85 92 93 88 85 83 84 85 85 23 46 1605 87 99 96 85 92 93 88 85 83 84 8c, 85 g 24 1 1594 86 99 96 86 93 94 88 85 83 84 85 85 V 24 16 1599 86 100 86 93 94 89 85 83 84 85 85 24 31 1614 87 101 97 86 93 95 89 85 83 84 85 C5 24 46 1616 86 101 97 86 94 95 89 85 83 84 85 85 25 1 1622 88 102 98 86 94-95 89 86 83 84 85 85 25 16 1632 87 102 99 86 94 90 86 83 84 85 85 25 31 1633 88 103 99 86 95 90 86 83 84 85 85 25 46 1645 88 104 99 86 95 97 90 86 84 84 85 85 26 1 1640 89 104 100 86 96 97 90 86 84 84 85 85 26 16 1647 88 105 100 86 98 90 86 83 84 85 85 26 31 1653 88 105 101 86 98 91 P6 83 84 85 85 26 46 1643 88 106 102 86 97 98 91 86 83 84 85 85 27 1 1646 88 107 102 86 97 99 91 86 83 84 85 85 27 16 1660 89 107 102 87 98 99 91 86 83 84 85 85 27 31 1656 89 108 103 87 98 100 92 86 83 84 85 85 27 46 1671 88 109 104 87 99 100 92 86 83 84 85 85 28 1 1670 89 109 104 87 99 101 92 87 83 84 85 85 28 16 1684 89 110 105 87 99 101 93 87 83 85 85 85 28 31 1669 89 111 105 87 100 102 93 87 83 85 85 85 28 46 1674 89 111 106 87 100 102 93 87 83 85 86 85 29 1 1665 91 112 106 87 101 103 93 87 83 85 86 85 29 16 1667 91 -113 107 87 101 103 93 87 83 85 86 85 29 31 1657 91 114 107 87 102 103 94 87 84 85 86 85 29 46 1658 91 114 108 88 102 104 94 87 83 85 06 85 30 1-1636 91 115 109 88 103 104 94 87 83 85 86 85 30 16 1634 92 116 109 88 103 105 94 87 84 85 86 85 j 30 31 1626 92 117 110 88 103 105 95 88 84 85 86 85 i
IV-40 p PAGE 4 O
B.
G.
E.
SLAB 2 DATE OF TEST:' 30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY TIME FURNACE 4
5 6
MIN SEC AVERAGE F
I P
E F
I F
E F
I P
E 30 46 1620 92 118 110 88 104 106 95 88 84 85 86 85 31 1 1611 92 118 111 88 104 106 88 84 85 86 85 31 16 1597 92 119 112 88 105 107 88 84 85 86 85 31 31 1603 93 12 0 113 89 105 107 96 88 84 85 86 85 31 46 1600 92 121 113 89 106 108 97 88 84 85 06 85 32 1 1588 92 122 114 89 106 108 97 88 84 85 86 85 32 16 1588 94 123 115 89 107 109 97 88 84 85 86 85 1
32 31 1582 94 124 115 89 107 110 98 89 84 86 86 85 32 46 1584 94 125 116 89 108 110 98 89 84 86 86 85 33 1 1583 94 126 117 89 108 111 98 89 84 86 86 86 33 16 1585 94 127 117 90 108 111 99 89 84 86 86 86 33 31 1584 93 12 8 118 90 109 112 99 89 84 86 87 86 33 46 1585 94 129 119 90 109 112 100 89 84 86 87 86 34 1 1580 95 130 119 90 110 113 100 90 84 86 87 86 34 16 15E 96 131 12 0 90 ill 113 100 90 84 86 87 86 34 31 1572 94 132 121 91 111 114 100 90 84 86 87 86 34 46 1571 133 122 91 112 114 100 90 84 86 87 86 35 1 1560 97 134 122 91 112 114 101 90 84 86 87 86 35 16 1565 97 135 123 91 113 115 101 90 84 86 87 86 35 31 1562 97 136 124 91 113 116 101 90 84 87 87 86 15 46 1552 97 137 125 92 114 116 102 91 84 P7 87 86 30 1 1548 97 138 126 92 114 116 102 91 84 87 87 86 36 16 1542 99 139 12 7 92 115 117 102 91 85 87 87 86 36 31 1553 99 141 128 92 115 117 103 91 85 87 87 86 36 46 1554 99 142 129 93 116 118 104 91 85 87 87 86 37 1 1553 99 143 129 93 116 119 104 91 85 87 88 86 37 16 1552 99 144 130 93 116 119 104 92 85 87 88 86 37 31 1549 99 145 131 93 Ji?
120 104 92 85 87 88 86 37 46 1544 100 146 132 93 117 120 105 92 85 87 88 86 38 1 1538 100 147 132 94 118 121 106 92 85 88 88 86 38 16 1541 101 148 133 94 118 121 106 92 85 88 88 Es 38 31 1542 102 149 134 94 119 122 106 93 85 88 88 BG 38 46 1543 102 150 135 95 119 123 106 93 85 88 88 86 39 1 1537 103 151 136 95 120 123 106 93 85 88 88 86 39 16 1542 103 152 137 95 121 123 107 93 85 88 88 86 39 31 1550 103 153 137 95 121 124 107 93 85 88 88 86 39 46 1559 103 154 138 95 122 124 107 93 85 88 88 86 40 1 1554 103 155 140 96 122 124 108 94 85 89 89 86 40 16 1554 105 156 140 96 123 125 108 94 85 89 89 87 40 31 1556 104 G7 141 96 123 125 109 94 86 89 89 87
) 40 46 1546 105 157 142 97 123 126 109 94 86 89 89 87
IV-41 l
p PAGE 5 O
B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY TIME FURNACE 4 --
5 6
MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 41 1 1563 106 158 142 97 123 126 109 94 86 89 89 87 41 16 1553 105 159 143 97 124 126 110 95 86 89 89 87 41 31 1555 106 160 144 97 124 127 111 95 86 89 89 87 41 46 1552 108 161 145 98 125 127 111 95 S6 89 89 87 42 1 1557 108 162 147 95 12 6 128 111 95 86 90 89 87 42 16 1551 109 163 148 98 326 128 111 95 86 90 89 87 42 31 1553 109 164 148 98 126 128 111 BG 90 89 87 42 46 1552 109 164 148 99 127 129 112 86 90 90 87 43 1 1553 110 165 149 99 127 129 112 96 86 90 90 87 43 16 1556 108 166 150 99 12 8 130 113 96 86 90 90 87 43 31 1548 110 167 151 99 129 130 113 96 86 90 90 87 43 46 1556 111 168 152 99 129 131 112 86 91 90 87 44 1 1555 111 169 153 100 130 131 113 97 86 91 90 87 44 16 1547 111 170 153 100 130 131 113 97 86 91 90 87 44 31 1553 112 170 154 100 130 131 114 97 86 91 90 87 n
g) 44 46 l
1546 112 171 156 101 131 132 114 97 86 91 90 87 45 1 1546 113 172 156 101 131 133 114 97 86 91 90 87 45 16 1559 114 173 158 101 132 133 114 97 86 92 91 87 45 31 1551 113 174 158 101 132 134 114 98 86 92 91 87 45 46 1548 114 175 159 101 133 134 115 98 87 92 91 87 46 1
_547 116 175 160 102 133 134 115 98 87 92 91 87 46 16 1554 114 176 161 102 134 134 115 98 87 92 91 88 46 31 1543 115 177 162 102 135 134 115 99 87 92 91 88 46 46 1552 117 178 163 103 135 135 116 99 87 93 91 88 47 1 1562 117 179 162 103 135 135 117 99 87 93 91 88 47 16 1573 118 179 164 103 136 136 117 99 87 93 91 88 47 31 1570 117 100 165 103 136 137 117 99 87 93 92 88 47 46 1558 118 181 165 104 136 137 118 100 87 93 92 88 48 1 1562 118 181 166 104 137 137 119 100 87 93 92 88 48 16 1562 118 182 167 104 137 138 119 100 87 94 92 88 48 31 1557 118 183 166 104 137 138 119 100 87 94 92 88 48 46 1566 119 183 166 105 137 138 119 100 87 94 92 88 49 1 1563 120 184 166 105 138 138 120 101 87 94 92 88 49 16 1563 121 184 168 105 138 138 120 101 87 94 92 88 49 31 1567 121 185 168 105 139 139 121 101 88 94 92 88 49 46 1570 121 186 169 105 140 139 120 101 87 95 93 88 50 1 1561 122 187 170 106 141 140 120 101 87 95 93 88 50 16 1562 122 187 170 106 141 139 121 101 87 95 93 89 50 31 1560 122 188 170 106 141 140 121 102 88 95 93 89 50 46 1564 123 188 171 106 142 140 121 102 88 95 93 89 51 1 1569 123 189 173 107 142 141 121 102 88 95 93 89 I
IV-42 PAGE 6 B.
G.
E.
SLAB 2 DATE OF TEST:
30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY TIME FURNACE 4
5 6-MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 51 16 1566 123 190 173 107 142 141 121 102 88 93 89 51 31 1577 125 190 173 107 142 141 122 102 88 96 93 89 51 46 1580 124 191 172 107 142 141 122 102 88 96 93 89 52 1 1575 125 191 172 108 143 142 123 103 88 93 89 52 16 1585 126 192 173 108 143 142 123 103 88 94 89 52 31 1593 125 193 174 108 143 142 123 103 88 97 94 89 52 46 1588 126 193 174 108 144 142 124 103 88 97 94 89 53 1 1584 126 194 174 109 145 143 124 103 88 97 94 89 53 16 1587 126 194 176 109 146 143 123 103 88 97 94 89 53 31 1574 12 7 195 177 109 146 143 123 104 88 97 94 83 53 46 1571 128 1%
179 109 147 144 123 104 89 97 94 89 54 1 1580 129 196 179 109 14 8 144 124 104 89 98 95 89 54 16 1591 128 197 179 110 148 145 124 104 89 98 95 90 54 31 1582 130 197 178 110 148 145 125 104 89 98 95 90 54 46 1590 131 198 179 110 149 145 125 105 89 98 95 90 55 1 1591 132 198 181 110 150 146 126 105 89 99 95 90 55 16 1593 131 199 181 111 150 146 126 105 89 99 95 90 55 31 1594 131 199 180 111 150 147 126 105 89 99 95 90 55 46 1591 131 200 180 111 150 147 12 7 105 89 99 90 56 1 1601 132 201 182 111 151 147 126 105 89 99 90 56 16 1597 134 201 182 111 152 147 12 7 106 89 100 96 90 56 31 1610 134 202 181 112 151 147 127 106 89 100 96 90 56 46 1613 134 202 182 112 152 148 128 106 89 100 90 57 1 1606 134 203 184 112 153 149 128 106 90 100 90 57 16 1611 134 203 184 112 153 149 12 8 106 90 100 91 57 31 1600 134 204 133 112 153 149 12 8 107 89 101 97 91 57 46 1604 135 205 184 113 154 150 129 107 90 101 97 91 58 1 1604 136 205 186 113 155 150 129 107 90 101 97 91 58 16 1600 136 206 188 113 156 151 129 107 90 101 97 91 58 31 1603 136 206 187 11?
156 151 130 107 90 101 97 91 58 46 1609 137 207 187 114 156 151 131 108 90 102 97 91 59 1 1611 137 207 187 114 157 152 131 108 90 102 98 91 59 16 1610 137 208 190 114 158 153 132 108 91 10E 98 91 59 31 1621 138 208 191. 114 158 153 132 108 91 102 98 92 59 46 1611 137 209 190 115 158 153 133 108 91 102 98 92 60 1 1611 138 209 192 115 160 154 132 108 91 103 98 92 60 16 1618 139 210 193 115 160 154 131 109 91 103 98 92 60 31 1620 140 210 191 115 159 154 132 109 91 103 99 92 60 46 1621 140 211 189 115 160 155 133 109 91 103 99 92 61 1 1632 141 211 192 116 161 155 132 109 91 104 99 92 61 16 1631 142 212 191 116 160 155 133 109 90 104 99 92
IV-43 PACE 7 B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY TIME FURNACE 4--------
5 6 --
MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 61 31 1627 140 212 191 116 161 155 134 110 91 104 99 92 61 46 1586 142 213 193 116 163 156 134 110 91 104 99 93 62 1 1587 143 213 192 116 163 156 134 110 91 104 99 93 62 16 1593 144 214 194 117 164 157 133 110 91 105 99 93 62 31 1603 143 214 1%
117 164 157 133 110 91 105 100 93 62 46 1589 144 215 194 117 163 158 134 110 91 105 100 93 63 1 1601 144 215 193 117 163 158 135 111 91 105 100 93 63 16 1604 145 216 191 117 163 158 136 111 90 105 100 93 63 31 1608 144 216 193 118 165 159 136 111 91 106 100 94 63 46 1610 145 217 195 118 166 159 135 111 91 106 100 94 64 1 1607 144 217 197 118 168 160 134 111 91 106 100 94 6, 16 1598 147 218 199 118 168 160 135 111 91 106 101 94 64 31 1626 146 218 198 118 167 161 137 112 91 107 101 94 64 46 1631 148 219 200 119 169 162 137 112 91 107 101 94 65 1 1632 148 219 198 119 170 162 136 112 91 107 101 95 65 16 1628 148 220 200 119 172 163 136 112 91 107 101 95 65 31 1626 147 220 202 119 172 164 136 112 91 107 101 95 s
65 46 1627 150 221 198 119 170 165 138 113 91 108 102 95 66 1 1641 151 221 198 120 170 165 140 113 92 108 102 95 66 16 1662 150 222 198 120 169 165 141 113 91 108 102 96 66 31 1487 150 222 199 120 170 166 141 113 91 108 102 66 46 1487-151 223 200 12 0 171 166 141 113 91 109 102 67 1 1494 151 223 200 121 172 166 142 113 91 109 102 67 16 1488 152 224 199 121 172 167 142 114 91 109 102 96 67 31 1500 152 224 200 121 173 168 142 114 92 109 102 96 67 46 1518 153 225 200 121 173 168 143 114 91 A
102 97 68 1 1564 154 225 201 121 174 168 143 114 92 110 102 97 68 16 1592 153 226 201 121 175 168 140 114 92 110 103 97 68 31 1580 154 227 202 122 175 169 141 115 92 110 103 97 68 46 1581 154 227 200 122 174 168 142. 115 92 110 103 97 69 1 1593 155 228 199 122 174 169 142 115 91 110 102 97 69 16 1632 155 228 199 122 173 168 141 115 91 110 102 97 69 31 1650 155 229 199 122 172 168 142 115 91 111 102 98 69 46 1655 155 229 198 122 173 169 144 115 91 111 102 98 70 1 1657 155 230 198 123 173 170 142 115 91 111 103 98 70 16 1654 155 230 197 123 173 170 143 116 91 111 103 98 70 31 1659 157 231 200 123 175 172 145 116 91 111 103 98 70 46 1660 156 232 203 123 178 173 143 116 92 112 104 99 71 1 1671 156 232 206 123 179 173 143 116 92 112 104 99 71 16 1673 157 233 209 124 181 173 142 116 92 112 104 99 71 31 1679 158 234 210 124 183 174 142 117 93 113 105 99 m
IV-44 i
PAGE 8 B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY TIME FURNACE 4-
-5 6
MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 71 46 1689 158 235 212 124 182 175 142 117 93 113 105 99 72 1 1694 158 235 212 124 184 175 142 117 93 113 105 100 72 16 1695 158 236 211 125 133 175 146 117 92 113 105 100 72 31 1686 158 237 211 125 182 175 147 118 92 114 105 100 72 46 1698 158 237 210 125 182 176 149 118 92 114 105 100 73 1 1687 159 238 209 125 180 176 150 118 93 114 106 100 73 16 1698 160 239 211 125 182 177 149 118 93 114 106 101 73 31 1679 160 239 213 126 185 178 147 119 93 114 106 101 73 46 1689 160 240 216 126 187 178 145 119 93 115 106 101 74 1 1686 160 241 215 126 186 178 147 119 94 115 107 101 74 16 1694 161 241 217 126 186 178 147 119 94 115 107 101 74 31 1710 161 242 217 126 1P5 177 14 8 120 93 116 107 102 74 46 1704 162 243 216 127 186 177 147 120 93 116 107 102 75 1 1704 164 244 217 127 188 377 147 120 93 116 108 102 75 16 1707 163 245 215 127 185 178 150 121 93 116 108 102 75 31 1699 163 245 212 127 183 179 152 121 93 116 108 102 75 46 1704 162 246 214 127 184 180 153 121 93 117 108 102 76 1 1707 163 247 216 128 188 181 152 122 93 117 108 103 76 16 1699 163 248 215 128 190 181 149 122 93 117 109 103 76 31 1706 163 249 217 128 191 180 152 122 94 117 109 103 76 46 1703 164 250 220 12 8 193 181 149 122 93 117 109 103 77 1 1697 164 251 223 129 194 182 149 123 94 118 109 104 77 16 1691 166 252 224 129 195 183 150 123 93 118 110 104 77 31 1701 166 252 225 129 195 183 148 123 94 118 110 104 77 46 1709 166 253 226 129 195 183 148 124 94 118 110 104 78 1 1702 166 254 224 129 194 182 153 124 94 119 110 104 78 16 1698 168 255 224 130 195 182 151 125 95 119 110 105 78 31 1708 167 256 227 130 195 182 150 125 95 119 110 105 78 46 1703 168 256 225 130 195 183 154 125 95 120 111 105 79 1 1697 167 257 223 130 195 183 155 126 120 111 105 79 16 1708 168 258 223 131 193 184 156 126 12 0 112 105 79 31 1702 168 259 228 131 193 183 155 126 95 120 112 106 79 46 1704 169 260 229 131 190 183 156 127 95 121 112 106 80 1 1717 168 261 229 131 189 183 158 127 121 112 106 80 16 1708 168 262 230 132 19.1 183 158 128 95 121 113 106 80 31 1707 168 263 230 132 189 183 158 128 95 121 113 106 80 46 1714 170 263 229 132 190 184 156 129 95 122 113 107 81 1 1704 170 264 230 132 189 183 157 129 95 122 113 107 81 16 1716 170 265 233 133 194 185 154 129 95 122 113 107 81 31 1707 171 266 235 133 197 185 152 130 95 122 113 107 81 46 1705 171 267 236 133 198 185 152 130 95 122 113 107 I
l I
i
IV-45 PACE 9 B.
G.
E.
SLAB 2 DATE OF TEST:
30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY TIME FURNACE
- ---- 5 6
MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E B2 1 1706 171 267 232 133 194 184 155 130 95 123 113 107 82 16 1714 171 268 235 133 1%
185 154 131 123 114 108 82 31 1696 171 269 233 134 191 184 157 131 95 123 114 108 82 46 1710 171 270 234 134 193 184 156 131 123 114 108 83 1 1702 172 E?1 234 134 191 184 155 132 95 123 114 108 83 16 1707 173 271 233 134 190 184 155 132 96 124 114 108 83 31 1709 173 272 237 134 194 185 153 132 124 114 108 83 46 1713 172 273 235 135 193 186 156 133 95 124 114 109 84 1 1705 171 274 234 135 192 186 157 133 124 114 109 84 16 1715 174 274 232 135 190 185 158 133 95 124 114 109 84 31 1712 172 275 232 135 190 185 157 134 95 125 114 109 84 46 1708 174 276 233 136 192 184 157 134 95 125 115 109 85 1 1714 175 277 236 136 193 185 156 134 95 125 115 109 85 16 1713 174 278 240 136 198 186 157 135 95 125 115 110 85 31 1716 174 278 235 136 1%
185 157 135 95 125 115 110 85 46 1713 174 279 235 136 194 185 159 136 96 125 116 110 86 1 1714 174 280 235 137 195 186 157 136 96 126 116 110 86 16 1715 174 281 236 137 197 186 155 136 96 126 116 110 86 31 1713 174 282 238 137 195 185 157 136 96 126 117 110 86 46 1714 174 283 238 138 1%
186 156 137 96 126 117 ill 87 1 1718 175 283 238 138 198 185 155 137 v?
127 117 ill 87 16 1718 176 284 237 138 198 183 154 137 97 12 7 117 111 87 31 1724 176 285 235 138 197 182 154 138 127 117 111 87 46 1715 176 285 237 138 199 182 153 138 97 127 110 111 88 1 1734 176 286 238 139 201 183 154 138 97 127 118 112 88 16 1718 178 287 240 139 202 184 153 139 97 12 8 118 112 88 31 1723 177 288 243 139 204 185 154 139 97 128 119 112 88 46 1732 177 289 245 139 204 185 154 139 98 12 8 119 112 89 1 1727 180 290 248 140 2 04 186 154 139 98 128 119 112 89 16 1723 179 291 246 140 199 187 158 140 98 128 120 112 89 31 1717 178 291 247 140 198 188 158 140 98 129 120 113 89 46 1729 179 292 245 14 0 195 189 162 140 97 129 121 113 90 1 1726 178 293 242 141 193 190 165 141 97 129 121 113 90 16 1722 181 294 242 141 193 191 165 141 97 129 121 113 90 31 1734 181 295 243 141 199 192 162 141 97 129 121 113 90 46 1726 179 2%
243 141 200 190 160 142 97 130 121 113 91 1 1727 180 297 244 141 201 IFJ 159 142 98 130 122 114 91 16 1723 180 298 244 142 197 1 81 161 142 98 130 122 114 91 31 1730-180 299 243 142 195 189 165 142 98 130 123 114 91 46 1730 180 300 247 142 200 191 161 143 98 130 123 114 92-1 1731 181 300 250 142 203 191 160 143 98 131 123 114
-,~
...,,___---_.m.
IV-46 PAGE 10' O
B.
G.
E.
SLAB 2 DATE OF TEST:
30 JUL 80 PROJECT NUMBFR: 03-5900-003 TRAY TRAY TRAY TIME FURNACE 4--
-- 5 6
MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 92 16 1725 182 301 253 142 204 190 158 143 98 131 124 114 92 31 1735 181 302 254 143 205 191 159 143 99 131 125 114 92 46 1728 181 303 253 143 199 192 164 144 99 131 125 115 93 1 1726 182 304 253 143 197 193 167 144 98 131 126 115 93 16 1740 182 3C'i 256 143 1%
193 164 144 99 132 126 115 93 31 1743 182 3A 257 144 199 194 163 144 99 132 126 115 93 46 1737 184 307 258 144 203 193 162 145 99 132 127 115 94 1 1735 184 300 260 144 200 192 165 145 99 132 12 8 115 94 16 1736 185 309 259 144 197 193 170 145 99 132 129 116 94 31 1735 184 309 257 145 1%
193 172 146 99 133 129 116 4
94 46 1738 106 310 258 145 198 194 169 146 99 133 128 116 95 1 1731 184 310 260 145 199 192 168 146 99 133 129 116 95 16 1740 185 310 260 145 198 192 171 146 99 133 129 116 3
95 31 1731 183 311 259 145 197 193 171 147 99 133 150 116 95 46 1726 183 311 256 146 1%
193 172 147 98 134 130 116 O 96 1
1724 185 312 255 146 195 193 171 147 98 134 130 116 96 16 1732 183 312 252 146 197 193 170 147 99 134 133 116 96 31 1733 185 313 255 146 200 193 166 148 99 134 134 117
% 46 1742 185 314 258 146 201 192 165 148 99 134 133 117 97 1 1742 185 314 258 147 204 192 165 148 99 134 133 117 97 16 1742 185 315 261 147 202 193 167 148 99 135 133 117 97 31 1740 187 316 265 147 202 193 168 148 99 135 133 117 97 46 1741 185 317 263 147 199 194 171 149 99 135 134 117 98 1 1760 188 317 261 147 200 194 170 149 99 135 133 118 98 16 1753 187 318 264 148 2 04 195 168 149 100 135 132 118 98 31 1745 106 318 267 148 205 193 167 149 100 136 132 118 98 46 1752 187 319 268 148 202 193 169 150 100 136 133 118 99 1 1756 187 320 264 148 199 192 171 150 100 136 133 118 99 16 1767 189 321 265 149 200 194 170 150 100 136 132 118 99 31 1758 106 321 264 149 198 194 171 150 99 136 132 118 i
99 46 1753 187 322 262 149 198 194 171 150 99 136 132 119 100 1 1753 188 323 264 149 200 194 172 151 99 136 133 119 100 16 1751 189 324 262 149 199 194 174 151 99 137 132 119 100 31 1765 189 325 266 150 202 195 171 151 99 137 133 119 100 46 1743 106 325 264 150 202 194 170 151 99 137 132 119 101 1 1745 186 326 264 150 200 193 173 152 99 137 132 119 101 16 1745.
189 327 267 150 201 193 170 152 99 137 132 119 101 31' 1766 188 328 271 150 206 1%
167 152 100 137 131 119 101 46 1755 188 328 2 70 151 206 197 168 152 100 138 131 120 102 1'
1764 190 329 272 151 209 1%
168 153 101 138 131 120 102 16 1770 189 330 270 151 207 195 171 153 101 138 131 12 0 1
I
IV.47
,3 PAGE 11 B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY 4 ---
TIME FURNACE 5-6 MIN SEC AVERACE F
I P
E F
I P
E F
I P
E 102 31 1764 189 331
- 269 151 206 1%
169 153 101 138 132 12 0 102 46 1766 191 331 270 152 206 197 167 153 101 138 '132 121 103 1 1765 189 332 272 152 207 1%
166 153 101 139 132 121 103 16 1763 191 333 273 152 208 195 167 154 101 139 132 121 103 31 1763 192 333 273 152 205 195 169 154 101 139 132 121 103 46 1773 191 334 272 153 205 195 169 154 102 139 133 121 104 1 1773 190 335 275 153 206 194 166 154 102 140 134 121 104 16 1758 192 336 275 153 205 194 169 154 101 140 133 121 104 31 1779 191 337 278 153 208 195 166 154 101 14 0 133 121 104 46 1765 190 337 275 153 208 195 169 155 102 140 133 122 105 1 1784 190 338 274 153 207 194 169 155 102 140 133 122 105 16 1763 191 339 276 154 205 194 173 155 102 141 133 122 105 31 1766 190 340 276 154 2 04 1%
174 156 102 141 133 122 105 46 1763 191 341 277 154 205 1%
174 156 102 141 135 122 106 1 1766 190 341 276 154 2 04 196 175 156 102 141 136 122 106 16 1764 190 342 277 155 205 198 177 156 102 141 136 122 106 31 1764 190 343 277 155 205 199 178 156 102 142 136 123 106 46 1767 190 344 280 155 207 200 172 156 103 142 136 123 107 1 1764 191 345 280 155 209 200 172 157 103 142 137 123 107 16 1769 191 345 275 155 207 200 176 157 102 142 137 123 107 31 1770 191 346 276 156 207 199 174 157 103 142 138 123 107 46 1772 192 547 277 156 209 197 172 157 103 143 138 123 108 1 1786 194 347 275 156 207 195 172 158 102 143 138 123 108 16 1796 191 348 273 156 207 195 173 158 102 143 138 123 108 31 1796 192 349 274 156 207 196 173 158 103 143 138 124 108 46 1788 194 350 276 157 209 196 173 158 102 143 139
'24 109 1 1786 193 350 274 157 206 1%
175 158 102 144 139 124 109 16 1795 193 351 276 157 209 197 173 158 102 144 140 124 109 31 1789 194 352 276 157 208 198 176 158 102 144 140 124 109 46 1801 193 353 275 157 209 198 175 159 103 144 139 124 110 1 1794 195 353 281 158 212 198 172 159 103 144 139 124 110 16 1805 194 354 280 158 209 197 176 159 103 145 140 124 110 31 1798 194 355 280 158 212 199 174 159 103 145 141 125
]
110 46 1796 193 55 6 283 158 214 199 172 159 103 145 140 125 i
111 1 1802 194 356 280 158 212 197 171 160 103 145 139 125 1
(11 16 1799 194 357 278 159 212 197 175 160 103 146 138 125 111 31 1797 195 358 284 159 213 199 173 160 103 146 138 125 111 46 1806 195 358 287 159 215 201 171 160 104 146 130 125 112 1 1800 1%
359 288 159 216 201 170 160 104 147 138 125 112 16 1809 197 360 289 159 216 200 171 160 104 147 133 126 112 31 1814 194 361 281 159 213 198 172 160 104 147 137 126 l
l l
-_y
IV_48 p PACE 12 B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY TIME FURNACE 4
5 6
MIN SEC AWPAGE F
I P
E F
I P
E F
I P
E 112 46 1805 195 361 284 160 213 196 172 161 105 147 138 126 113 1 1812 1%
362 285 160 215 198 173 161 105 14 8 137 126 113 16 1306 1%
363 285 160 215 199 176 161 105 148 137 126 113 31 1807 194 364 285 161 212 201 180 161 105 148 137 12 6 113 46 1807 1%
364 287 161 212 201 180 162 105 149 138 126 114 1 1804 1%
365 286 161 213 202 180 162 105 149 139 126 114 16 1811 194 366 290 161 216 204 176 162 105 149 139 127 114 31 1804 194 367 289 161 214 204 180 162 105 149 140 127 114 46 1802 194 367 287 162 213 202 181 162 105 150 14 0 127 115 1 1804 194 368 287 162 213 202 181 163 104 150 140 12 7 115 16 1802 1%
369 287 162 216 203 177 163 105 150 140 12 7 115 31 1809 197 370 292 162 216 201 177 163 104 150 140 12 7 115 46 1807 195 371 289 163
15 203 181 163 104 151 140 127 116 1 1810 198 371 292 163 218 2 04 179 163 105 151 140 127 116 16 1822 1%
372 291 163 219 205 176 163 105 151 140 128 116 31 1813 197 373 293 163 221 205 174 163 106 151 141 128 116 46 1814 197 373 295 163 221 205 174 163 106 152 141 12 8 117 1 1823 199 374 291 163 221 203 174 164 106 152 141 12 8 117 16 1825 198 374 294 164 222 203 172 164 107 152 141 12 8 117 31 1830 197 375 291 164 222 203 174 164 107 153 140 12 8 117 46 1825 198 375 293 164 218 203 180 164 107 153 141 128 118 1 1823 197 375 295 165 218 2 04 182 164 106 153 141 129 118 16 1827 1%
376 293 165 216 205 182 165 106 153 143 129 118 31 1821 198 377 293 165 217 205 180 164 105 153 143 129 118 46 1825 197 377 290 165 216 205 180 165 106 154 143 129 119 1 1824 197 378 295 165 218 206 180 165 105 154 143 129 119 16 1827 198 379 293 165 218 206 181 165 105 154 143 129 119 31 1830 198 379 292 166 218 206 181 165 105 154 145 129 119 46 1829 198 380 294 166 218 206 180 165 105 154 145 129 120 1 1834 198 380 294 166 220 206 180 166 104 154 144 129 120 16 1823 197 381 293 1E6 220 206 179 166 105 155 143 129 120 31 1820 197 382 290 166 220 206 178 166 105 155 143 130 120 46 1822 198 382 291 166 220 206 178 166 105 155 143 130 121 1 1829 198 383 290 167 220 207 179 166 104 155 144 130 121 16 1834 197 384 286 167 220 207 179 166 104 155 142 130 121 31 1827 197 384 284 167 219 207 180 166 103 155 141 130 121 46 1836 197 385 285 167 219 207 181 166 103 156 142 130 122 1 1835 197 385 288 167 219 208 182 167 103 156 142 130 122 16 1827 196 386 288 168 221 209 182 167 103 156 141 130 s 122 31 1826 1%
387 290 168 222 208 180 167 103 156 141 130 4
122 46 1828 197 387 291 168 223 207 179 157 104 156 140 130
IV -49 p PAGE 13
.d B.
G.
E.
SLAB 2 DATE OF TEST:
30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY 6 ---
TIME FURNACE 5
4 MIN SEC AVERACE F
I P
E F
I P
E F
I P
E 123 1 1825 197 388 2 84 168 222 207 180 167 103 156 138 130 123 16 1831 198 388 278 168 222 206 180 167 102 156 137 130 123 31 1828 197 389 275 168 222 207 182 167 101 156 136 130 123 46 1832 197 389 279 168 222 207 181 167 101 156 136 130 124 1 1829 198 390 281 168 222 208 181 167 102 156 137 131 124 16 1833 197 391 283 169 225 210 179 168 _
103 156 139 131 124 31 1833 197 391 2 84 169 224 209 180 168 103 156 141 131 124 46 1830 197 392 282 169 224 211 180 168 103 157 143 131 125 1 1836 197 392 278 169 222 211 180 168 104 157 144 131 125 16 1834 197 393 272 169 222 212 182 168 103 157 143 131 125 31 1836 198 393 273 169 223 212 184 168 102 157 141 131 125 46 1846 198 394 276 170 224 214 184 168 102 157 139 131 126 1 1845 197 394 272 170 225 213 184 168 101 157 13G 131 126 16 1846 198 395-275 170 224 212 184 168 101 157 138 131 126 31 1845 198 395 279 170 223 211 183 168 102 158 139 132 126 46 1848 197 395 276 170 225 211 182 169 102 158 138 132 127 1 1842 198 396 281 171 225 210 182 169 102 158 137 132 127 16 1840 199 396 280 171 226 210 182 169 102 158 136 132 127 31 1847 198 397 278 171 225 210 183 169 102 158 136 132 127 46 1834 199 397 280 171 226 210 181 169 102 158 135 132 128 1 1837 1%
397 279 171 226 210 181 169 101 158 134 132 128 16 1845 199 398 280 171 226 210 181 170 102 158 135 132 128 31 1845 198-398 281 172 228 212 182 170 102 158 136 132 128 46 1834 199 399 282 172 228 213 181 170 102 158 136 133 129 1 1838 198 399 284 172 227 213 183 170 102 159 137 133 129 16 1835 198 399 285 172 228 214 181 170 103 159 137 133 129 31 1837 197 400 288 173 230 215 180 170 103 159 137 133 129 46 1838 199 400 294 173 233 216 177 170 104 159 137 133 130 1 1835 199 401 297 173 233 215 176 171 105 160 137 133 130 16 1835 198 401 298 173 233 213 175 171 105 160 137 134 130 31 1833 199 402 2%
174 230 213 179 171 105 160 132 134 130 46 1842 200 402 2%
174 230 214 178 171 105 160 138 134 131 1 1839 200 403 293 174 229 214 181 171 105 161 138 134 131 16 1835 200 40?
294 174 230 216 181 171 105 161 139 134 131 31 1838 199 403 300 174 234 217 177 171 106 161 140 134 131 46 1855 200 404 302 175 234 217 177 172 107 161 142 134 132 1 1848 201 404 298 175 231 216 182 172 106 162 142 134 '
132 16 1856 199 -405 295 175 231 218 183 172 106 162 149 134 132 31 1841 199 405 293 175 231 217 184 172 107 162 148 134 g 132 46 1838 199 405 297 175 232 217 183 172 106 162 146 134 Q 133 1 1837 200 -406 2%
175 233 217 183 172
-107 163 145 134
IV-50 fs PAGE 14
(
B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY 5
6 --
TIME FURNACE 4-MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 133 16 1838 199 406 294 176 233 218 184 172 106 163 144 135 133 31 1841 199 407 295 176 233 218 185 173 106 163 144 135 133 46 1842 199 407 298 176 234 218 193 173 106 163 144 135 134 1 1836 199 408 300 176 234 218 183 173 106 163 143 135 134 16 1835 199 408 297 176 234 217 183 173 106 163 143 135 134 31 1840 200 409 2%
177 234 218 184 173 106 164 143 135 134 46 1833 199 409 297 177 234 219 182 174 106 164 142 135 135 1 1831 202 410 300 177 238 219 180 174 107 164 142 136 135 16 1835 200 410 299 177 237 218 181 174 107 164 142 136 135 31 1832 201 410 300 178 237 219 181 174 107 164 142 136 135 46 1830 201 411 303 178 239 221 180 174 107 164 143 136 136 1 1836 2 02 411 305 178 240 221 178 174 109 165 145 136 136 16 1837 201 412 307 178 241 221 177 174 110 165 148 137 136 31 1836 202 412 309 178 242 R22 177 174 110 165 147 137 136 46 1834 200 413 308 179 242 221 178 175 110 166 146 137 137 1 1830 201 413 305 179 240 220 182 175 110 166 145 137 137 16 1838 201 413 305 179 238 220 184 175 109 166 145 137 137 31 1833 201 414 307 179 241 221 182 175 110 166 144 137 137 46 1843 2 04 414 312 179 213 222 179 175 111 166 143 137 138 1 1837 203 415 313 180 245 223 179 175 112 166 143 137 138 16 1839 203 415 314 180 244 223 184 176 112 166 143 137 138 31 184P 202 416 316 180 244 224 183 176 112 167 143 138 138 46 1844 203 416 316 180 243 225 186 176 112 167 143 138 139 1 1849 2 04 417 316 101 243 224 186 176 113 167 145 138 139 16 1850 203 417 319 181 244 224 184 176 112 167 146 138 139 31 1840 203 418 319 181 245 224 181 176 113 167 146 138 139 46 1841 2 04 418 319 181 246 223 181 176 112 167 145 138 140 1 1853 203 419 321 181 247 223 180 176 113 168 145 138 140 16 1842 205 419 315 181 245 222 182 176 112 168 145 138 140 31 1841 204 419 314 181 245 221 183 177 112 168 145 138 140 46 1839 206 420 312 182 244 221 184 177 111 168 145 138 141 1 1842 205 420 314 182 246 222 182 177 112 168 145 139 141 16 1845 205 421 316 182 246 223 184 177 112 168 145 139 141 31 1848 205 421 314 182 247 225 185 177 112 168 145 139 141 46 1848 2 04 422 313 182 246 224 186 177 111 168 145 139 142 1 1851 205 422 311 182 247 222 184 177 110 168 144 139 142 16 1836 205 422 307 182 247 221 183 177 109 168 143 139 142 31 1843 203 423 308 183 247 221 181 178 110 168 143 139 142 46 1834 204 C3 310 183 248 220 179 178 110 168 145 139 143 1 1834 205 424 309 183 248 222 183 178 110 168 145 139 143 16 1843 203 424 308 183 249 224 182 178 110 168 149 139
IV-51 p
PAGE 15 B.
G.
E.
St. A B 2 DATE OF TEST: 30 JUL 80 PROJECT NUhBER: 03-5980-003 TRAY TRAY TRAY ------
6---
TIME FURNACE 4
MIN SEC AVERACE F
I P
E F
I P
E F
I P
E 143 31 1834 203 425 309 184 248 225 185 178 110 168 148 139 143 46 1839 203 425 310 184 248 225 187 179 110 148 148 139 144 1 1828 202 426 311 184 248 226 187 179 109 168 147 139 144 16 1832 203 426 311 184 249 227 188 179 109 168 147 139 144 31 1835 203 427 310 185 249 227 188 179 109 168 146 140 144 46 1843 203 427 309
- 85 249 227 188 179 109 168 145 14 0 145 1 1844 202 427 308 185 250 227 187 180 110 169 145 14 0 145 16 1848 202 428 311 185 251 228 187 179 110 169 145 140 145 31 1842 203 428 312 185 251 227 189 180 110 169 146 140 145 46 1840 203 429 310 185 251 228 190 179 109 169 146 140 146 1 1844 202 429 311 185 251 228 190 180 109 169 145 140 146 16 1842 2 04 430 306 185 251 228 190 180 109 169 145 140 146 31 1843 202 430 303 185 251 228 189 179 107 169 144 140 146 46 1848 202 431 293 185 252 227 189 179 106 169 142 140 s
147 1 1842 202 431 297 185 253 227 106 180 106 169 142 14 0 147 16 1842 205 431 297 186 252 227 186 180 107 169 141 141 s
147 31 1844 202 432 298 186 253 227 187 180 107 168 141 141 147 46 1842 203 432 301 186 253 227 189 180 107 168 142 141 148 1 1847 204 433 300 186
'253 228 189 180 107 168 141 141 148 16 1850 203 433 299 187 254 227 187 180 107 168 140 141 148 31 1847 204 434 295 187 254 228 188 180 107 168 141 141 148 46 1856 203 434 299 187 255 229 189 181 107 168 142 141 149 1 1847 203 435 299 187 254 229 190 181 106 168 141 141 149 16 1848 202 435 294 187 255 231 190 181 106 168 140 141 149 31 1849 202 435 296 187 254 230 191 181 106 168 142 141 149 46 1835 202 436 301 188 256 230 189 181 105 168 141 141 150 1 1826 202 436 301 188 255 230 190 181 106 168 140 141 150 16 1828 202 437 303 188 256 231 190 182 107 168 141 141 150 31 1835 202 437 307 188 257 232 188 182 107 168 143 141 150 46 1825 203 437 307 189 258 233 189 182 108 168 142 142 151 1 1842 2 04 438 307 189 256 233 191 182 108 168 142 142 1
151 16 1829 203 438 306 189 257 233 190 182 108 168 1A1 142 151 31 1825 205 439 306 189 259 233 188 183 109 169 141 142 1
151 46 1822 205 439 306 190 258 233 190 183 109 169 141 142 152 1 1835 203 439 304 190 258 233 190 183 109 169 140 142 i
152 16
-1845 204 440 301 190 259 232 189 183 108 169 141 142 152 31 1853 204 440 302 190 260 232 189 183 109 169 143 142 152 46 1855 203 441 -303 190 260 232 189 183 109 169 142 143 153 1 1848 203 441 306 190 261 233 188 184 110 169 143 143 p 153 16 1844 203 441 305 191 260 235 190 184 110 169 143 143 ys 153 31 1848 203 442 304 191 261 234 188 184 109 169 142 143
IV-52 p PAGE 16 B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY ------
6--------
TIME FURNACE ------
MIN SEC AVERAGE F
I P
E F
I P
E F
I P
E 153 46 1941 203 442 300 191 261 233 189 184 109 169 141 143 154 1 1840 204 443 303 191 262 234 190 184 109 169 140 143 154 16 1943 203 443 309 191 263 235 188 184 110 170 141 143 154 31 1841 2 04 443 308 192 263 236 188 184 110 170 141 143 154 46 1843 204 444 307 192 263 235 190 184 110 170 141 143 155 1 1945 204 444 305 192 263 235 190 185 110 170 141 143 155 16 1844 204 444 308 192 264 236 189 185 111 170 144 143 155 31 1847 205 445 307 192 265 236 186 185 111 170 144 143 155 46 1853 204 445 311 192 265 236 188 185 111 170 145 144 156 1 1853 205 445 314 193 265 237 188 106 112 170 143 144 156 16 1849 206 446 312 193 265 237 189 186 111 171 142 144 156 31 1858 206 446 312 193 265 236 192 186 111 171 143 144 156 46 1852 205 446 313 193 265 237 194 186 111 171 142 144 157 1 1852 206 447 312 193 265 238 194 186 111 171 142 144 p 157 16 1851 205 447 315 193 266 239 195 186 111 171 142 144
(
157 31 1860 206 447 315 194 267 240 193 187 112 171 142 145 157 46 1854 204 448 316 194 268 240 191 187 112 171 142 145 158 1 1849 205 448 315 194 268 240 189 187 112 171 142 145 158 16 1864 206 448 321 195 271 239 186 187 114 171 143 145 158 31 1966 206 449 321 195 270 240 188 187 115 172 144 145 158 46 1862 207 449 326 195 272 241 185 187 115 172 145 145 159 1 1852 206 450 325 195 2 72 241 186 187 115 172 145 145 159 16 1968 208 450 329 195 273 241 185 187 115 172 146 145 l
159 31 1864 209 450 325 195 2 72 241 187 187 116 172 147 145 159 46 1880 208 451 327 195 2 74 242 1C 188 117
.72 150 145 160 1 1870 207 451 320 1%
273 242 187 188 117 172 148 146 160 16 1878 209 451 328 196 277 242 184 188 12 0 173 148 146 160 31 1877 208 452 332 1%
278 241 182 188 123 173 148 146 160 46 1872 208 452 334 1%
279 242 183 188 125 173 152 146 161 1 1871 208 452 333 196 278 243 186 188 126 173 151 146 161 16 1968 209 453 326 197 277 244 188 189 125 174 151 146 161 31 1974 209 453 325 197 277 244 190 189 125 174 150 146 161 46 1875 211 453 334 197 281 245 186 189 126 174 149 147 162 1 1873 208 454 331 197 279 245 190 190 126 174 149 147 162 16 1870 208 454 333 197 278 245 192 190 125 175 148 147 162 31 1866 207 454 333 197 278 246 195 190 125 175 148 147 162 46 1865 209 455 337 197 281 247 190 190 127 175 148 147 163 1 1869 209 455 341 198 281 246 191 190 126 175 149 147 I
163 16 1870 209 455 337 198 280 248 195 190 126 175 149 147 m 163 31 1867 200 456 34 0 198 281 248 194 190 126 175 150 14 7 Q1 163 46 1870 211 456 338 198 281 249 195 191 125 175 152 147
IV-53 PAGE 17 B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 FROJECT NUMBER: 03-5980-003 TRAY TRAY TRAY 6
TIME FURNACE
4-------
5 ---
MIN SEC AVERACE c
I P
E F
I P
E F
I P
E 164 1 1871 208 456 338 198 280 248 198 191 124 175 152 147 164 16 1874 208 457 339 198 281 248 198 191 12 3 175 152 147 164 31 1866 209 457 340 198 283 250 195 191 124 175 152 147 164 46 1875 209 457 339 199 282 249 197 191 123 176 153 148 165 1 1878 209 458 341 199 283 250 1%
191 123 176 155 148 165 16 1875 209 458 339 199 2 82 250 198 192 123 176 154 148 165 31 1854 209 459 337 199 282 251 200 192 123 176 154 14 8 165 46 1850 209 459 336 199 285 252 196 192 125 176 152 148 166 1 1843 210 459 336 199 287 251 195 192 125 176 151 148 166 16 1850 210 460 336 199 288 251 1%
193 125 176 150 148 166 31 1840 210 460 334 199 287 250 198 193 125 176 150 148 166 46 1845 210 460 335 199 286 251 199 193 125 176 151 149 167 1 1848 211 461 337 200 286 250 198 193 125 177 152 149 167 16 1855 211 461 338 200 287 251 19',
193 126 177 151 149 167 31 1859 210 461 343 200 291 252 193 193 129 177 151 149 167 46 1854 210 462 344 200 292 252 191 193 130 177 150 149 168 1 1853 210 462 342 200 291 252 193 194 130 177 150 149 168 16 1849 212 462 343 200 291 253 194 194 130 177 150 149 168 31 1854 211 463 340 201 290 254 199 194 130 178 150 149 168 46 1850 210 463 339 201 292 255 1%
194 131 178 150 149 169 1 1854 211 463 341 201 293 256 197 195 131 178 150 150 169 16 1850 212 464 341 201 294 256 194 195 132 178 150 150 169 31 1858 212 464 347 201 295 256 192 195 133 178 151 150 169 46 1867 211 465 346 201 294 255 194 195 132 179 154 150 170 1 1869 212 465 348 201 297 256 191 195 134 179 154 150 170 16 1872 213 465 349 201 299 255 190 195 137 179 154 150 170 31 1874 211 466 347 201 298 255 193 195 138 179 154 150 170 46 1868 211 466 345 201 296 255 195 1%
138 179 158 150 171 1 1868 214 466 344 202 296 255 1%
196 138 180 162 150 171 16 1876 211 467 343 202 297 256 192 196 137 180 162 151 171 31 1854 213 467 344 202 2%
256 195 1%
135 180 160 151 171 46 1835 212 467 343 202 297 256 197 197 135 180 161 151 172 1 1822 212 468 344 202 299 257 193 197 136 180 158 151 172 16 1823 211 468 347 202 302 257 192 1%
140 180 158 151 172 31 1823 212 468 350 202 303 257 191 197 144 181 158 151 172 46 1802 215 469 350 202 304 256
' 39 196 14 7 181 160 151 173 1 1818 212 469 351 203 304 256 191 197 147 181 160 151 173 16 1821 214 469 348 203 301 257 197 197 145 182 161 151 173 31 1840 214 470 345 203 300 257 198 198 144 182 162 152 1818
_214 470 347 203 301 257 196 198 142 182 161 152 g ) 173 46 174 1 1790 215 470 343 202 301 258 197 198 141 182 158 152
IV-54 PAGE 18 U
B.
G.
E.
SLAB 2 DATE OF TEST: 30 JUL 80 PROJECT NLMBER: 03-5980-003 TRAY TRAY TRAY TIME FURNACE 4 ------- -
6--------
MIN SEC AWRAGE F
I P
E F
I P
E F
P E
174 16 1798 216 471 344 203 302 259 200 198 141 182 157 152 174 31 1807 214 471 346 204 302 260 201 199 140 182 158 152 174 46 1809 215 472 344 204 301 260 2 04 199 139 182 158 152 175 1 1819 214 4 72 348 2 04 304 261 200 199 140 182 157 152 175 16 1828 216 472 351 204 307 260 1%
199 142 183 156 152 175 31 1856 215 473 345 204 306 260 196 200 142 183 156 153 175 46 1831 216 473 346 204 305 259 197 200 141 183 156 153 176 1 1833 215 473 345 204 307 259 197 200 141 183 156 153 176 16 1844 217 4 74 346 2 04 309 260 197 200 141 183 155 153 176 31 1848 216 4 74 345 204 307 259 198 200 140 184 156 153 176 46 1839 214 474 341 205 308 260 197 200 140 184 157 153 177 1 1852 215 475 343 205 307 d60 1%
201 139 184 161 153 177 16 1853 216 475 342 205 309 259 194 201 139 184 159 153 177 31 1799 217 476 344 205 309 259 195 201 138 184 163 153 177 46 1797 217 476 343 205 308 260 197 201 137 185 164 153 178 1 1787 218 476 343 204 310 260 1%
200 141 186 157 153
- s 178 16 1791 218 477 326 204 307 257 199 199 139 187 153 152 l
178 31 1825 216 477 312 203 305 258 201 200 137 188 156 152 17s46 1808 216 478 312 204 305 259 2 04 200 135 188 157 151 179 1 1797 218 478 317 204 304 259 204 200 132 109 156 151 i
179 16 1799 217 479 297 204 302 260 206 200 131 189 154 151 179 31 1793 217 479 309 2 04 306 263 203 201 133 189 158 152 179 46 1796 218 479 321 205 311 264 201 201 137 189 158 152 180 1 1797 218 480 317 205 306 262 203 202 136 189 158 152 i
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V-2 DATA SYSTEM
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To record thermocouple data from the unexposed side of the test penetrations and the furnace temperature, a thirty channel system was used. This system was comprised of two digital temperature recor-ders; two paper tape punches; a paper tape reader; a minicomputer; and a large computer center.
Thermocouples were wired to Kaye Instruments Digital Multi-point Recorders. These units supply a data presentation of thermo-couple output in degrees Farenheit in column format, and are paralled to paper tape recorders. There were a total of 27 data channels used.
These were: 24 channels to record the unexposed surface thermocouple data; two channels were used to record elapsed time, one on each of the recorders; and one channel to record the average furnace temperature.
For actual placement of thermocouple locations, see Figures IV-1 through IV-6, Appendix IV.
Two forms of data were taken from the recorders. One was a
~
printed copy of listings of temperature at 15 second intervals and the other was an 8-level punch tape which is used as an input source to the Wang 2200T computer system. The Wang system accepts the 8-level punch tape data via a high speed tape reader, where it is stored on a permanent-type diskette as a permanent file. The Wang system listed the data tables contained in Appendix IV from a complete listing of time / temperature dat.t stored internally on this disc.
The Wang also has the option to plot all temperature data on a 16 inch Digital Drum Plotter or access the Trinity University Computer
V-3
" ' ' ' ' ' ' " " " " " ~ ~
. CJ munications network) the Wang system communicates with Trinity's IBM 370 computer. The data is then further analyzed, plotted, and compared with other known test data. All test results from Trinity University's computer section are sent back to Southwest Research Institute in two modes:
1.
Via a data phone set to a Tektronix CRT (Model 4015),
for analysis and review of the data and graphs.
2.
Via plots and graphs hand-carried to SwRI from Trinity.
A block diagram of the data system is shown in Figure V-1 and Figure V-2 shows the minicomputer system used.
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RAW DATA
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SLAB FACIT PAPER PLOTS & GRAPHS RCO TO SWRI REPORTS
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ANALYSIS Figure V - 1.
Data System
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VI-l O
APPEN DIX VI C ABLE PENETRATION FIRE STOP QUALIFICATION TEST IEEE 634-1978 O
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O IEEE STANDARD OABLE PENETRATION FIRE STOP QUALIFICATION TEST O
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VI-3 Foreword (This Foreword is not a part of IEEE Std C341978, Cab!c Penetration Fire Stop Quali5 cation Test.)
This standard provides qualification test procedurcs for type testing cable penetration fire stops when mounted in rated fire barricts.
In the course of construction of all types of buildings, cables in raceways penetrate barriers such as walls, floors, or floor coiling assemblics of that building. If these barriers are rated as fire resistive barriers, the penetrations should bd as resistant to fire as required of the barriers. Thus,in order to test the penetration and rate it, the penetration should be mounted in a rated wall, floor, or floor ceiling assembly as it would be used in practice and the combination exposed to the same standard fire as used for the wall, floor, or floor ceiling assembly.
Rating of a Fire Resistive Barrier, with No Penetrations This rating is expressed in hours and represents the ability of that barrier to withstand, without failure, exposure to a standard fire for that length of time. A fire rating for a barrier may be arrived at by testing it according to the procedure outlined in ANSI A2.11972, Methods of Fire Tests of Building Construction and Materials (ASTM E1191971) (ISO 834).
A barrier achieves its rating if, during the specified time, it contains the fire, and its sdrface un-exposed to the fire does not heat up sufficiently to ignite cotton waste or the temperature does not exceed 250*F above ambient. In addition, following the fire, the barrier is required to withstand a specified standard fire hose test on the hot face.
Caution Re: ANSI A2.1-1972, Limitations ANSI A2.11972 cautions that its results give only a relative measure of fire performance of O
comparable barriers (see 2.2), that it does not measure degree of control or limitation of smoke or products of combustion through the asser bly (see 2.4.3), and does not consider the effect of conventional openings, that is, electrical receptacle out! cts or plumbing pipe, etc (see 2.4.G).
Standard Fire in ANSI A2.11972 The standard fire is defined by a time-temperaturc relation: hip which must be produced by the test furnace. The seven defined points on this curve are given as follows:
1000*F (538*C) at 5 min 1300*F (704*C) at 10 min 1550*F (843*C) at 30 min 1700*F (927'C) at I hr 1850* F (1,010'C) at 2 hr 2000*F (1,093*C) at 4 hr 2300* F (1,2GO* C) at 8 hr or more A more detailed description is given in ANSI A2.11972, Appendix Al which lists intervening point:'.nd tabulates the integrated arca under the time. temperature curve as a function of time.
The same standard fire is used on the cable penetration fire stop qualification test.
Fundamental Difference Between a Firc Test on a Barrict Alone and a Penetration Barrict Combination The fire resistive barrier described above has a relatively low thermal conductivity so that it can maintain a 1300-1600*F temperature difference between the face exposed to the fire and the opposite face. A cab!c penetration hcs a metallic electrical conductor which has a very high thermal conductance. It may have many large copper conductors and stcci trays or conduits or metal parts of the penetration, all of which pass throu::h the barrier. On the cool side of the barrier, these metal s
parts are necessarily at a higher tempcmture than the wall adjacent to the penetration. The stop l
material filling the interstices between cables or between cables and the barrier should give com.
parable thermal conductance to the barrier itself, in addition to resisting the fire.
=_
VI-4 Thus the higher temperature rise of the metallic parts of the penetration presents a new and dir.
ferent problem and may make it impossible to use the same pass fail criteria as for the barriers. An 4
obvious failure occurs when sufficient heat is transmitted so that the insulation of the cable on the cold side bursts into flame. This is discu: sed further in 2.3.
Maximum Allowabic Cable Penctration Fire Stop l'r.cc Temperature If one examines the temperatures acro:s the unexposed face of the cable penetration fire stop near the end of a 3 h test, the temperatures will vary widely depending on the distance from a cable j
or a raceway. The temperature of the unc:: posed face of the cable penetration fire stop material at a point away from the cable or the raceway will also depend or, the thermal conductivity of the cable penetration fire stop material..The maximum temperature on ihat face is the important one. If this temperature is at the interface between the cable jacket and the cable penetration fire stop material, and if this temperature rises to the self ignition temperature of the cable jacket or the stop material, a fire may result.
Thus, the. test procedure finds the maximum temperature on the unexposed cable penetration fire stop face and compares it with a maximum allowable temperature. The maximum allowable tem-perature is defined as one at which the insulation systems expected to be used should not ignite.
The maximum allowable temperature is arrived at by an examination of the known ignition tem-peratures of insulating materials. Ignition temperature is measured by a procedure in ANSI K65.111-1971, Method of Test for the Ignition Properties of Plastics (ASTM D1291968). This is described as a hot air ignition furnace. The values obtained represent the lowest ambient air temperature that will cause ignition of the material under the conditions of test. Measured properties are " flash-ignition temperature" where an igniting source is present (smW ;,as flame) and "self ignition temperature,"
where iguition occurs spontaneously.
For ignition, there must be adequate temperature; the combustible gases released from the hot a
insuhtion must be mixed with the correct proportion of air.
The required temperature to cause ignition would be.much higher than the ASTM value became the hot gases released are swept away by air dmits, and a higher tempemture is needed to produce a higher rate of release of gases so that an ignitable gas-air ratio can be attained. Thus, there is a good 4
factor of safety in the assigned maximum n!!owable teniperature.
Typical values of the ignition temperatures as determined in ANSI K65.111-1971 are given below in degrees Fahrenheit:
Material Flash Ienition Self-Ignition Cotton 446 511 490 Newspaper 445 445 Pine shavings 406-507 500 Wool 401 Polyethylene 645 660 Polyvinyl chlorii 735 850 Polytetrafluroct'.ylene 986 Polyvinyl chloride acetate 608 644 815-1035 Polystyrene 635 680 910 925 Nylon 66 750-790 788-806 The maximum allowable temperature selected for a cable penctmtion fire stop should be based en the self ignition temperature of the outer cable covering the fire stop materials, or materials in con-tact with the cable penetration fire stop, whichever has the lower selfignition tempemture..For cable penetration fire stops the selfignition temperatures of the outer cable covering and fire stop materials are generally above 700* F.
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The maximum allowable temperature is the actual measured temperature on the unexposed side and not temperature rise. This is because the ignition of a given material occurs at a specific temper-ature of degrees Fahrenchit.
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VI-5' What This Standard Does Not Do, and Problems Yet to De Covered Pressure Scals.
A penetration fire stop and the fire barrie.r itself should, in some locations, function as a seal to maintain any existing pressure difference and should not pass through hot gases or smoke. It should maintain that ability for the duration of the rating test. While this problem is recognized,the present standard does not address it, nor does the ANSI A2.11972 6 cst.This should be a future task.
If it is desired by the user of this standard, he can spedfy an added1 cst, outside the scope of this standard and supplementing the information it providas, which would requira a check of the ability of the penetration to maintain a differential pressure before, during, and after the fire test. There has been no standard method yet proposed and accepted for checking this seal during a fire test.
Ampacity Derating Due to Penetration Stops It is recognized that the thermal insulating characteristics of a penetration fire stop may have an effect on the ampacity of the cables passing through the penetration. Design of the fire stop should l
address this effect. However, ampacity considecations are not a part of the qualification test and, i
i consequently, are not within the scope of this r.andard.
1 Adequacy of Test Furnace i
Furnaces used in these rating tests are sometimes operated at lower than atmospheric pressure, and thus hot gases or smoke would not tend to leak outward, but cold air would tend to flow in.
l ward toward the fire. This test may not represent a typical situation in a real fire and should be the
~
subject of future investigations, i
Test Limitation and Cautious Just as in the case of the fire barrier in ANSI A2.11972, this testis run with a specific standard O
fire. This fire may or may not be as severe as fires actually experienced and hence may not predict the performance of the cable penetration fire stop barrier combination in actual service. It is the judgment of those experienced in the field that relative performance is accurately portrayed, and the relative values may be used as a basis for engineering judgment in a particular design situation.
The test, as already pointed out, gives no information on the necessity, if any, for ampacity de.
rating of cables within the cable penetration, nor does it give any indication of the capability of the stop to maintain a pressure differential between the opposing faces of the barrier before, during, or after a fire test.
Furthermore, the user must. consider the higher temperature of those components emerging from f
the face of the barrier not exposed to fire, for example, the conductors and metallic elements, such as the tray, conduit, or structural parts of the penetration. These higher temperatures must be considered by the designer who will perform a hazards analysis and will take steps necessary to counter these hazards if any are found.
Electric Penetration Assemblies in Containment Structures Electric penetration assemblies in containment structures are not covered in this standard. For guidance in this area, refer to IEEE Std 317-1976, Electric Penetration Assemblies in Containment Structures for Nucicar Power Generating Stations.
Seismic, Radiation, Aging, and LOCA
. Although it is recognized that seismic, radiation, aging, and LOCA conditions may be required to be considered and evahatM for nuclear power plants, these effects are not within the scopo of this standard. For guidance in tn.se areas, refer to IEEE Std 3441975,11ccommended Practices for Seismic Qualification of C! ass IE Equipment for Nuc! car Power Generating Stations, and IEEE Std 3231074, Qualifying Class J E Equipment for Nuclear Power Generating Stations.
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VI-6 This standard was prepared by Task Force 12 40 of tho' Insulated Conductors Committee and at
. the time of approval had the following membership:
A. R. Fitzpatrick,* Chairman J. R. Perkins,* Secretary G. P. Adams R. R. Iloward P. A. Nobile A. T. Baker
- J. D. Ilun t M. G. Noble E. W. Bennett, Jr C. V. Johtaon J. O'Brien T. P. Burke J. W. Johnson R. A. Pace
- M. D. C.dcamu ggio*
R. J. Kasper*
W. M. Pa te R. E. Cotta
- E. R. Kingsbury J. Pedlow R. T. Currier R. Kruger J. G. Quin J. M. Davis
- F. E. LaFetra S. T. Sabnis R. deBlasio*
J. !!. Lawson D. E. Sandwick*
R. Feit*
T. H. Ling J. L. Steiner J. B. Gardner R. Luther
- C. II. Su d duth
- J. J. Garland
- I. J. Marwick R. B. Taylor
- A. Garsh'ck E. J. McGowan W.A.Thue D. C. Gasda E. E. Mellveen E. M. Walton R. A. Guba A. V. Morisi' R. H. Watkins S. B. llamilton P. Neuger G. D. Weatherford*
V. J. Herter*
O. Willis
- Members of Steering Committee O
O l
VI_7 Contents
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SECTION PAGE
- 1. Scope................................................................... 9 2.
Purpose..................................................................
9 2.1 General..............................................................
9 2.2 A p plic a bil i ty.......................................................... 9 2.3 M e th od o f A p p ro ach................................................... 9
- 3. D e fi n i t i o n s............................................................... 9 4.
R e fe re n ce s.............................................................. 10
- 5. Tes t D es c rip ti o n.......................................................... 10 5.1 G e n e ral............................................................ 10 5.2 Tes t S p e cim e n s....................................................... 10 5.3 Fire Test Facility and Procedure.......................................... 11
- 6. Evalu ation o f Tes t Results.................................................. 13 G.1 A c ce p tan c e.......................................................... 14
- 7. D ocu me n tation o f Tes tin g.................................................. 14 TABLES Table 1 Suggested Representative Cables and Cablo Penetration Fire Stop Opening Fill for Type Tests.......................... 12 Table 2 Suggested Representative Penetration Opening Dimensions....................................... 12 APPENDIX
- r. Standard Time. Temperature Curve for Control of Fire Tests....................... 15 A2. Cablo Penetration Type Tests............................................... 16 A2.1 Typical Cross Sec tion s............................................... 16 A3.2 Example of Single Type Test.......................................... 16 A2.3 Multiopening Single Module Type Test Example........................... 17 A2.4 Example of Modules with Nonsymmetrical Fire Stops...................... 18 A2.5 Symb ol De finitions................................................. 18 s
APPENDIX FIGUltES Fig Al Raceway Passes Through Fire Resistive Barrier............................... 16 Fig A2 Raceway Does Not Pass Through Fire Resistive Barrier........................ 16 Fig A3 Four Individual Modules Each with One Opening............................. 16 Fig A4 Typical Conduit or Sleeve Penetration..................................... 17 Fig A5 Typical Tray Opening Penetration....
...................................17 Fig AG Fire Stop Non. Symmetrical with Respect to Location in Wall...................
18 Fig A7 Fire Stop Non-Symmetrical with Respect to Materials......................... 18 (3
O 7
VI-8 IEEE Standard Cable Penetration O
Fire Stop Qualification Test
- 1. Scope flow of heat or g;ases through from the fire side as indicated by a relatively cool surface, one whose temperature will not ignite gases, cotton This standard provides direction for establish-waste, or National Fire Prevention Association ing type tests for qualifying the performance of Class A materids which require a temperature cable penetration fire stops when mounted in of approximately 400*F (in ANSI A2.11972 rated fire barriers.
this is expressed as 250*F above ambient).
With a fire stop, however, there are always metallic conductors and perhaps structural
- 2. Purpose portions of the penetration which present good thermal conduction paths through the fire stop and whose temperatures at the point of exit The purpose of this standard is to establish may exceed markedly the approximately 400* F type tests to assure that cabic penetration fire expected of the urpenetrated wall. The tem-stops meet the required fire rating.
perature can be such that the insulation and jacket on the cable may ignite, indicating a 2.1 General. The raquirements presented in-failure f the stop. These higher temperatures clude the principles and procedures for testing.
Uf the metallic through-portions of the penetra-These test reqvtrements, when met, will con-tion must be considered and evaluated by the firm the adequacy of the cable penetration user / designer.
fire stop design under fire conditions tested.
2.2 Applicability. Cable penetration fire stops that, meet the requirements outlined herein are intended for use in power-gencrating stations
- 3. Definitions including nuclear-generatmg stations, as well as other applicable commercial and industrial in-stallations. Among the categories of cables These definitions establish the meanings of covered, but not, limited to', are those used for words in the context of their use in this standard.
power, control, and instrumentation services.
cabic penetration. An assembly or group of 2.3 Method of Approach. When a cable pene-assemblics for electrical conductors to enter tration is used in a rated fire-resistive barrier, and continue through a fire-rated structural the fire stop should remain intact and prevent wall, floor, or floor-ceiling assembly.
the spread of fire and restrict the passage of hot gases through that barrier for the required cable penetration fire stop. Material, devices, rated time. A fire barrier meeting the reqube-or an as:;cmbly of parts providing cable pene-ments of ANSI A2.1-1972, Methods of Fire trationn throu;;h firc-rated walls, floors, or Tests of Building Construction and Materials floor-cciling assemblics, and maintaining their (ASTM E119-1971)* (ISO 831), must limit the required fire rating.
O rc radng. b tcrm applied to cable penetra-1 ANSI documents are available from American Na-tmn fire stops to indicate the endurance m time tional Standards Institute.1130 Broadway, New York, N.Y.10018.
(hours and minutes) to the standard time-9
IcEn VI-9 Std G311978 IEEE STANDARD CABLE PENETRATION temperature curve in ANSI / ASTM E110 7G,
[3] ASTM D28G31976, Measuring of Test for while astisfying the acceptancecriteriaspecified Flammnbility of Plastics Using Oxy;cn O in t8i ta aard.
1 dex uet8ed.
i
[4] IEEE Std 317 1976, E!cetric Penetration fire resistive barrier. A wall, floor, or floor.
Assemblics in Containment Structures for ceiling assembly crected to prevent the spread Nuclear Power Genemting Stations.
of fire. (To be effective, fire barriers must have sufficient fire resistance to withstand the cifcets
[5] ANSI KG5.1111971, Methods of Test for of the most severe fire that may be expected to the Ignition Properties of Plastics (ASTM D 192019GS).
i occur in the area adjacent to the fire barrier cnd must provide a complete barrier to the spread of fire.)
fire resistive barrict rating. This is expressed in
- 5. Test Description time (hours and minutes) and indicates that the wall, floor, or floor.cciling assembly can with.
5.1 General. Thissectiondescribesthemethods stand, without failure, exposure to a standard for testing cable ponctration fire stops around fire for that period of time. The test fire pro.
cables penetrating a fire resistive ba:rier.
cedure and acceptance criteria are defined in 5.1.1 Applicability. These methods shall be American National Standard A2.11972.
applicable to assemblies or groups of cables and materials or components which comprise the module. An opening in a fire resistive barrier fire stop that will be installed in a fire resistive so located and spaced from adjacent modules barrier wall, floor, or floor. ceiling assembly. It (openings) that its respective cable penetration is not the intent of this standard to test the fire stop's performance will not affect the wall, floor, floor.cciling assembly or other O performance of cable penetration fire stops in structural members of the fire resistive barrier.
cny adjacent module. A module may take on Therefore, no simulated structural loading is any shape to permit the passage of cables from required.
4 one or any number of raceways.
5.1.2 Penetration Fire Stop Components -
Excluding Cable.
Individual components of raceway. Any channel that is designed and the fire stop system shall have a flame spread used expressly for supporting or enclosmg rating of 25 orless in accordance with Ref [2].
t wires, cable, or bus bars. Raceways consist Components to which the test in Ref [2] are
~
primarily of, but are not restricted to, cable not applicable shall be tested in accordance trays and conduits.
with Ref [3] and shall have a minimum limit.
Ing oxygen index of 25.
unexposed side. The side of a fire. rated wall, 5.1.3 Afe:Isod of Testing. Qualification shall floor-ceiling assembly, or floor which is opposite be by type testing of an actual full. sized cable to the fire side. Also referred to as cold side.
penetration fire stop or module indicative of installed conditions.
5.1.4 Test Experience. Cable penetration fire stops or modules or both that have successfully functioned under test can be considered quali.
- 4. References ficd for equal or less severe fire rating. Testing in the floor.cciling position qualifics the cable The following standards were used as refer.
penetration fire stops for either floor or wall ences in preparing this guido and may be useful penetration provided the cable penetration fire in interpretation of its meaning:
stop under test is constructed symmetrically so as td provide equal resistance to fire from cither
[1] ANSI A2.11972, Methods of Fire Tests of side. For unsymmetrical design, refer to 5.3.5.
Building Construction and Materials (ASTM E1191071) (ISO 831).
5.2 Test Specimens
[2] ASTM E34107Ga, Test for Surface ILrn.
5.2.1 Cencral. The type tests specified shall
- ing Characteristics of 13uilding Materials.
be for power, control, and instrumentation i
10
IEEYI-10
~ Std 63419h FIIII:STOP QUALIFICATION TEST (including signal and communications) cables.
is successfully tested, then.ali designs Lof the The cable penetration fire stops chall be installed same type and size module or smaller modules in modules or openin;;s' through fire rated are also qualified. Likewise, arrays of openings barriers, which - may be lined with metallie or modules which are successfully tested shall components. Cables may penetrate lhese qualify similar arrays with the same or larger openings either directly without a raceway or spacing.
i within a metallic raceway depending on the The user of cable penetration fire stops and intended insta!!cd configuration.
modules qualified by themselves shall demon-5.2.2 Cable Seleciion and Raceway Fill. The strate that the influence of adjacent cable selection of the sizes, construction, and mate.
penetration fire stops or modules or both does
' rials of the cables and cable penetration opening not compromise their qualification. For further j'
fill to be used in the test shall be representative guidance, refer to Appendix, A2.
of the cables used in the fire stop under actual installed conditions.
5.3 Fire Test Facility and Procedure The cable sizes and cable penetration fire 5.3.1 Test Room. The fire test shall be con-stop fill listed in Table 1 may be used. If these ducted in a suitable room or area as defined in 2
j sizes, constructions, or fills are not indicative American National Standard A2.13 972,10.1.
of the actual installed conditions, more suitable 5.3.2 System Test. The cable. penetration selections shall be used. It is not the intent that fire stop shall be tested as a complete system.
j different construction types, that is, instru-The raceway mounting and anchoring to the j
mentation and medium voltage power cable, be fire stop assembly, the cable arrangement, in-l installed in the same test cable penetration un-cluding attachment to raceway and the race-leu this is indicative of actual conditions.
way fill, shall be representative of the actual In order to assess the design of cable penetra-installed conditions.
tion fire stops by type testing, similar designs 5.3.3 Oble Installoffon. The cable within with maximum and minimum, or zero, percent the penetration shall protrude 3 ft to 5 ft on cable fills shall be tested.
the unexposed side and the ends capped. The i
When large modules in tho fire resistive barrier cable on the side to which the flame is to be are used to permit several cable systems to pass applied shall protrude a minimum of 1 ft.
4 through, intermediate percent fills as well as Vertical cables in floor penetration tests shall minimum and maximum should be tested in be supported on the unexposed side to simulate 4
1 the openings. If these designs are successfully continuous cables in an actual installation.
tested, then all designs within these extremities 5.3.4 Raceway Installation. If the penetra-of fill also are qualified. For further guidance, tion under test is to simulate an actual pene-refer to Appendix A2.
tration in which the raceway passes through i
the fire barrier, the test race:vay shall protrude 5.2.3 Obte Penetration Fire Stop Opening 3 ft to 5 ft on the unexposet side and a mini-Dimensions and Type. The opening dimen-mum of 1 ft on the exposed sica.
rions and type of cable' penetration fire stops 5.3.5 Orientarlon. Testing in the floor-ceiling i
to be tested shall be representative of the type position qualifics the cable penetration fire stop to be used. In order to facilitate the selection for either a floor or wall penetration. Cable l
of test specimens where several variations of penetration fire stops that are symmetrical with the same type penetration are used, the sizes respect to design and location in the wall. floor and type of cable penetration fire stop open-need only be fire tested on one side. Cable ings listed in Table 2 may be used as a basis penetration fire stop designs which are unsym-for selection.
metrical in design or location may require test-If these sizes or types are not indicative of ing on both sides for qualification. For example the actual. installed co:1dition, more suitable of unsymmetrical designs and location, refer selections shall be used.
to Appendix A2.
j-In order to assess the design of the cable 5.3.6 Time Temperature Curve. The testpen-penetration fire stop by type testing, thelargest ctration module shall be subjected to the
. module or opening or both shall be tested and standard time temperature curve in ANSI A2.1 I
the cable selected in accordance with~ 5.2.2.
1972 (reproduced in Appendix A1) for the time If the largest cross sectional module design necessary to obtain the required fire rating.
l:
11
IEl;F, Std G341978
' - ' STA.NDARD C.m - m -
irV e
Table 1
\\
- Suggested Itepresentative Cables and Cable Penetration Fire Stop Opening Fill for Type Tests Cable Fire Stop Fra.:: ion of ~otal' Penetration Size Cabic and Till fe: 7ach Type Cable Construction Pamtranon Type Medium voltage 3/C No 6 AWG 8;
power (2 15 kV) 3/C No 2/0 2;
3/C No 4/0 Low voltage 3/C No 6 AWG power 3/C No 2/0 3/C No 4/0 Control and 7/C No 12 Instrumentation 1 pr No 16 AWG shielded 1 I IIII
- Total fill is the total quantity of cable to be installed in the test penetration. For example, this could be 4*> pereens of the cross $ectional arca of the raceway penetration or racew'ay.
Table 2 Seggested Representadve d
Penetration Opening Dimensions Cable Fire Cross-Sectio =al Slab Stop Penetration Dimensio=s Thickness Type - Struetural (Inchesi (Inches)
Round -No metal sleeve; 6 (diameser) 12 or 6 cables pass through without raceway Round-No metal s!ceve; 6 (diameter) 12 or 6 cables pass through in metal raceway Round - Metal sleeve; 6 (diameter) 12 or 6 cables pass through without raceway Round -Metal sleeve; 6 (diamew:)
12 or 6 cables pass through in raceway Rectreular-No metal 8 x 42 or 48 12 or 6 slec.c; cables pass through rithout raceway Rectangular - No metal 8 x 42 or 48 12 or 6 sleeve;cahics pass through in metal raceway Rectangular - Metal 8 x 42 or 48 12 or 6 sleeve; cables pass through O.
without raceway Rectanmlar - Metal 8 x 42 or 48 12 or 6 sleeve; cables pass through in raceway 12
VI-12 IEEF.
FiltE STOP QUALIFICATION TEST Std G341978 5.3.7 Exposed Side Test Instrumentation.
mum of thren thermocouples shall be located
{'
The temperature fixed by the curve shall bc on the surface of each fire stop under test.The deemed to be the average temperature obtained maximum temperature on the face of the cab!c s
from the readin;n of not less than three thermo-penetration fire stop shall be measured. As a couples symmetrically disposed and distributed minimum, temperature shall be measured at to show the temperature for cach cab!c penetra.
the cable jacket, cable penetration fire stop tion fire stop. Additional thermocouples shall interface, the interface between the fire stop, be used, as necessary, for larger test specimens, and through metallic components, other than The thermoccuples shall be enclosed in scaled the insulated cable conductor, and on the sur-porcelain tubes % in (19 mm) in outside dia-face of the fire stop material.
meter and % in (3 mm)in wall tiiickness, or, as 5.3.11 Unexposed Side Temperature Reading an alternative in the case of base metal thctmo-Interrals. Temperature readings shall be taken couples, enclosed in scaled, standardweight, %
at intervals not exceeding 15 min until a reading in (13 mm), bisck wrought steel or black exceeding 212*F (100*C) has been obtained at wrought iron pipe. The exposed length of the any one point. Thereafter, the readings may be pyrometer tube and thermocouple in the flame taken more frequently at the discretion of the area shall be not less than 12 in (305 mm).
tester, but the intervals need not be less than Other types of protecting tubes or pyrometers 5 min.
may be used that, under test conditions, give 5.3.12 Hose Stream Test. A hose stream test the same indications as the above standard. For shall be conducted immediately following the cable penetrations through floors or floor-ceiling end of the fire endurance test and removal, if assemblics, the junction of the thermocouples necessary, of the test slab.
shall be placed 12 in away from the exposed For power-generating stations including face of the test penetration at the beginning of nuclear-generating stations, a 1% in hose dis-the test and, during the test, shall not touch the charging through a nozzle approved, for use on p
sample as a result of its deflection. In the case fires in electrical equipment producing a long-of cable penetration through walls, the thermo.
range-narrow-angle (30-90* set at 30* included couples shall be placed 6 in (152 mm) away angle) high velocity spray only shall be used.
from the exposed face of the test penetration The. hose stream shall be applied to the exposed at the beginning of the test and shall not touch side. The water pressure shall be 75 p/in:, cal-the test ponctration during the test, in the culated, at the base of the nozzle and minimum event of deflection.
flow of 75 gal / min with a duration of applica-5.3.8 Exposed Side Temperature Reading tion of 2% min per 100 it' of test sl& The Intervals. The temperatures shall be read at nozzle distance shall be 10 ft from the center intervals not exceeding 5 min during the first of the exposed surface of the test specimen.
2 h, and thercafter the intervals may be in.
For other applicable industrial and commer-creased to not more than 10 min.
cial establishments, the hose stream shall be 5.3.9 Flame Source Accuracy. The accuracy applied to the exposed surface for a period of the flame source control shall be such that calculated on a basis of 2% min per 100 ft og 2
the arca under the time temperature curve, test slab. The stream shall be delivered throu;h obtained by averaging the results from the a 2% in national standard playpipe equipped pyrometer readings, is within the following with 1% in tip, nozzle pressure of 30 p/in 2
tolerances, or exceeds the corresponding area calculated, located 20 ft from the exposed face.
under the standard time-temperature curve in Appendix A1.
Fire Test Tolerance
- 6. Evaluation of Test Results Duration m)
I h or less 10 Over I h to 2 h 7.5 Cab!c penetration fire stops which allow Over 2 h 5
cables or fire stop materials on the unexposed D)
(
side to ignite, or allow thermocouples on the 5.3.10 Unexposed Side Temperature. Tem-unexposed sidc to exceed the temperaturelimits pcratures on the penetration cold side surfaces specified, or any visible iamo on the unexposed r
shall be measured with thermocouples. A mini-side, within the specified fire rating time, or i
13
1r.EE.
VI-13 SLd G341973 IEEE STANDARD CABLE PENETRATION the hose stream to cause through openings, fail recorded:
the test.
(1) Manufacturer of cable f*
(2) Manufacturcr's designation for cable and 6.1 Acceptance. The test can be considered generic name of materials used acceptab!c and the cable penetration fire stop (3) Temperature, current, and voltage rating suitable for use in accordance with the fire of cable rating, provided the following is met:
(4) Physical dimensions including conductor 6.1.1 The cable penetration fire stop shall size insulation and jacket thickness have withstood the fire endurance test as (5) Miscellaneous construction details in-specified without passage of flame or gases cluding type of raceway, etc hot enough to ignite the cable or other fire (6) Manufacturer of fire stop materials or 4
stop material on the unexposed side for a devices period equal to the required fire rating.
(7) Manufacturer of fire stop designation 6.1.2 Transmission of heat through the cab!c and generic name of materials ordevices or both penetration fire stop shall not raise the temper.
(8) Environmental conditions, such as air ature on its unexposed surface above the self-ambient, air currents ignition temperature as determined in ANSI (9) Details of hose stream test K65.111-1971 of the outer cable covering, the (10) Complete description of materials sur.
cable penetration fire stop material, or material rounding the fire stop, including test results of in contact with the cable penetration fire stop, 5.1.2 when measured in accordance with 5.3.10 and (11) The temperature and time readings taken 5.3.11. For power generating station, the max.
The test equ*pment shall be described in imum temperature is 700* F.
detail, s.:pplemented with record of fuelsupply, 6.1.3 The fire stop shall have withstood the photographs, dimensioned drawings, and writ-hose stream test without the hose stream caus-ten specificatiors with not less data than that ing an opening through the test specimen.
necessary to reproduce accurately the same test.
i The results, pass or fail, shall be recorded and supplemented with photographs and a state-
- 7. Documentation of Testing ment of the conclusions drawn made by those-conducting the test.
Engi6eering data and references to other Following the procedures outlined in this publications which were used to make the test standard, provide data necessary to document and select the equipment shall be inef aded in satisfactory compliance. Type test data derived the doc 4 mentation.
from tests shall be organized to present the re.
Installation methods shall be described in-sults in an orderly manner so as to be easily cluding any Quality Assurance data applicable
- understood and located.
to the specific materials and installation i
Specifically, the following data shall be methods used.
i I
l 14
. IEEE VI-14 FIRE STOP QUALIFICATION TEST Std G341978 Appendix n'U A1. Standard Time-Temperature Curve for Control of Fire Tests Time Temperature Area Above GS' F Base Temperature Area Above 20' C Base (h: min)
(*F)
(* F min)
(* F h)
(*C)
(*C min)
('C h) 0:00 68 00 0
20 00 0
0:05 1 000 2 330 39 538 1 290 22 0:10 1 300 7 740 129 704 4 300 72 0:15 1 399 14 150 236 760 7 860 131 0:25 1 510 28 050 468 821 15 590 260 0:30 1 550 35 300 589 843 19 650 328 0:35 1 584 42 860 714 862 23 810 397 0:40 1 613 50 510 842 878 28 060 468 0:45 1638 58 300 971 892 32 390 540 0:50 16G1 66 200 1 103 905 36 780 613 0:55 1 681 74 220 1 237 916 41 230 687 1:00 1 700 82 330 1 372 927 45740 762 1:05 1 718 90 540 1 509 937 50 300 838 1:10 1 735 98 830 1 647 946 54 910 915 1:15 1 750 107 200 1 787 955 59 560 993 1:20 1 765 115 650 1 928 963 64 250 1 071 1:25 1779 124 180 2 070 971 68 990 1 150 1:30 1 792 132 700 2 213 978 73 760 1 229 1:35 1 804 141 420 2 357 985 78 560 1 309 1:40 1 815 150 120 2502 991 83 400 1 390 1:45 1 826 158 890 2 648 996 88 280 1 471 0
1:50 1 835 167 700 2795 1 001 93 170 1 553 1:55 1 843 176 550 2 942 1 006 98 080 1 635 2:00 1 850 185 440 3 091 1 010 103 020 1 717 2:10 1 862 203 330 3 389 1 017 112 960 1 882 2:20 1 875 221 330 3 689 1 024 122 960 2 049 2:30 1 888 239 470 3 991 1 031 133 040 2 217 2:40 1 900 257 720 4 295 1 038 143 180 2 386 2:50 1 912 276 110 4 G02 1 045 253 390 2 556 3:00 1 925 294 610 4 910 1 052 163 670 2728 3:10 1 938 313 250 5 221 1 059 174 030 2 900 3:20 1 950 332 000 5 533 1 066 184 450 3 074 3:30 1 962 350 890 5 848 1 072 194 940 3 240 3:40 1 975 3G9 890 6 165 1 079 205 500 3 425 3:50 1 988 389 030 6 484 1 086 216 130 3602 4:00 2 000 408 280 6 805 1 093 226 820 3 780 4:10 2 012 427 670 7 128 1 100 237 590 3 960 4:20 2 025 447 180 7 453 1 107 248 430 4 140 4:30 2 038 4GG 810 7 780 1 114 259 340 4 322 4:40 2 050 48G 560 8 110 1 121 270 310 4 505 4:50 2 062 50G 450 8 441 1 128 281 300 4 689 5:00 2 075 526 450 8 774 1 135 292 470 4 874 5:10 2 088 546 580 9 110 1 142 303 660 6 061 5:20 2 100 506 840 9 447 1 149 314 010 5 248 5:30 2 112 587 220 9 787 1 156 326 240 5 437 5:40 2 125 607 730 10 129 1163 337 G30 5 627 5:50 2 138 628 360 10 473
'1170 349 000 5818 6:00 2 150 649 120 10 819 1 177 300 G20 6 010 G:10 21G2 G70 000 11 IG7 1 184 372 230 G204 6:20 2 175 691 010 11 517 1 191 383 000 6 398 G:30 2 188 712 160 118G9 1 103 395 G40 6 594 15
VI-15 IEI:t Std G341978 IEEE STANDARD CABLE PENET11ATION A2. Cable Penetration Type Tests O
A2.1 Typical Cross Sections I
-+-
-P-ss s s
/
2hh I
/
l 8
W H
EEE K
i 7
i s s
+
~
ST e
s s 4
.- y
-q-Fig A l Fig A2 Raceway Passes Raceway Does Not Through Fire Pass Through Fire Resistive Barrier Resistive Darrier A2.2 Example of Single Type Test A
C F
Fmin B
max
,X2 I
Fmin Fmax 4
TEST SLAB Fig A3 Four Individual Modules Each with One Opening 16
IEEE yI.16 FIRE STOP QUALIFICATION TEST Std 6341978 A2.3 Multiopening Sing!c Module Type Test Example O
i MODULE Feia
- = = Fman x
c F.;n F,. 6a TEST SLA8 Fig A4 Typical Conduit or Sleeve Penetration MODULE j
O l
Fmin l
FUTURE SPACE LAM l
FI Fman j
l Fman l
l Fr l
FUTURE lFmin l
SPACE i
1 l
l l
Fig A5 Typical Tray Opening Penetration GV NOTE: If test facility will ermit, both multiopening sing!c modules shown above could be tested simultaneously.
P 17
VI-17 A2.4 Example of Afodules with Nonsymmetrical Fire Stops OV A_
e
.3 e,.,
e its? SLas A--
S*=
s,iRtSf09
/
tur0SCO 94 ftPOSED SIDE Slot
</g,,,
StCta08s A A StCis0N S B Fig A6 Fire Stop Non-Symmetrical with Respect to Location I
[M'Ek'EEIIU MATERIALN !d B
\\
Fig A7 Fire Stop Non-Symmetrical with Respect to hiatcrials A2.5 Symbol Definitions ST Slab thickness. If minimum slab thickness is qualified, all larger thicknesses of similar design are also qualified.
A, B, C Largest dimensions of opening to be qualified. I'f largest A, B, C dimension is qualified, all smaller A, B, C of similar design are also qualified.
(
X,X,X3 Afinimum separation to La qualified. If X, X:, X is qualified, all larger X, X, X are 2
i 3
i 3
i also qualified.
Fma Afaximum percent cable fill to be qualified.
Fmin afinimum percent cable fill used. If design is to be qualified for sparer, then Fmin = 0 percent.
Ff Intermediate percent cable fill, usually taken as (Fma + Fmin)/2.
18
.