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Gulf Bearing-LR 950809TECHNOLOGIES INC Maxim Tech. e Southwestern Labs 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 REPORT OF REINFORCING STEEL INSPECTION CUENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing Coppell, Texas CLIENT NO.: 3200037 REPORT NO.: 28572 DATE OF SERVICE: 8/05/95 AUTHORIZA~ON: ONGOING REPORT DATE: 8/09/95 SERVICES: Reinforcing steel inspection: REPORT OF TESTS On this date, reinforcing steel was observed for proper size, placement and alignment prior to concrete placement. The results of this inspection are attached and were furnished to the contractOr at the time of inspection. Technician time: 8:30am-10:30am ll:30am- l:00pm Technician: Yefim Palchik, MSCE Senior Consultant Report Distribution: MAXIM TECH.e~OUTH~N LABS (1) GuLf Bearing, Inc. (1) Gromatzky, Dupree & Associates (1) Brockette, 0avis, 0rake (2) Rogers O'BrJen F. King Cook, P.E. (1) city of Coppel.[ (1) City of Coppet.[ 1099 LW Our letters and rel3orts are for the exctusive use of the c lent to wflom they are addressed and shall not be reproduced excelot in ful without the approval of the testing aiooratory. The use o.f ~u.r. na.m.e m.u~.t receive...our wt. itten app.,ro~c~l._.,(~, lette?s.,and re~o~s apply only to the sample tested and/or inspectecl, aha are no( tnolcatlve o1' tile (3uantltleS O't apparem y aero ca or s m ar proaucts. ... OUTH~,/ESTERN LAE~NIRATORIES Materials, environmental and geotechnical engineering, nondestructive, metallurgical and analytic-I services 2575 Lone Star Drive · P.O. Box 22&227, Dattas, Texas 75222 · 214/631-2700 REPORT OF REINFORCING STEEL INSPECTION CLIENT: PROJECT: Client No.: JZ-o Report No.: Date of Service Page / of SERVICE: Perform reinforcing steel inspection as detailed below. INSPECTION RESULTS Location and Items Inspected: '~/,"/_~_ e 7, / / -i .// / / / IT.S INSPE~ED: CORRE~ INCORRE~ ITEMS INSPE~£D: ] CORRE~ INCORRE~ IT.S INSPE~ED: ~RRE~ INCORRE~ Placing Drawings ~r Lengtht Col~n Ties Properly Approved ~F and Shape ~w/ Tied and. ~ced ~'~ Bar Size %,/ Proper ~r Plac.ent I ~/' StirNp $~cing/~pe ~. Bar Grade ~ Properly Tied ~ Welded Splices Rehar Clean ~ ~wel Bars in Place I ~' Mechanical Splices ~/-- Fo~ Clean ~ Proper Bar Supports ~ Proper C~er ~ No. of Bars ~ Lapped Splices / / / 132 SOUTHW. EST~RN LABO~ATORI ES/ EM, u ~e~or' s Signature INC · TECHNOLOGIES INC Maxim Tach. · Southwestern Labs 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 REPORT OF REINFORCING STEEL INSPECTION CUENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing Coppell, Texas CLIENT NO.: 3200037 REPORT NO.: 28349 DATE OF SERVICE: 7/28/95 AUTHORIZATION: JOE REPORT DATE: 8/08/95 SERVICES: Reinforcing steel inspection: REPORT OF TESTS On this date, reinforcing steel was observed for proper size, placement and alignment prior to concrete placement. The results of this inspection are attached and were furnished to the contractor at the time of inspection. technician time: 9:30am-ll:3Oam Technician: Yefim Palchik, MSCE Senior Consultant Report Distribution: MAXIM TECH.,SOUTHWES~RN (1) GuLf Bearing, Inc. (1) Gromstzky, Dupree & Associates (1) Brockette, Davis, Drake (2) Rogers O'Brien F. King Cook, P.E. (1) City of CoppeLt lO~J)twCity of CoppeLL Our letters and rel::)orts are for tlqe exclusive use of the client to w~om they are acldressecl and slqall not be _reproduced except in fiji witl~out the approval of tine testinc3 )at)oratory The use of ourname must recmve our w~ tten apDroval, uur letters anti reports apply only to tl~e sample testecl and/or insoectei~, anti are not ind cat ye of the quantities of apparently ide~lcal or similar Droducts. LABS C_IUTHUqlESTERN LABt ClATORIES Materials, environmental and geotechnical engineering, nondestructive, metallurgical and analytical services 257~ tone Star Dr~ve · P.O. Box 22t~227, Dallas, Texas 7~222 · 21&/6:~1-2700 REPORT OF REINFORCING STEEL INSPECTION CLIENT: PROJECT: Client No.: 3 Report No.: Date of Service: Page [ of SERVICE: Perform reinforcing steel inspection as detailed below. INSPECTION RESULTS Location and Items Inspected: 7~'/~ -~ ~ ~/~ ~/~ ' P~--7 ~, /~D~<iT/~-D ITEMS INSPECTED: CORRECT INCORRECT ITEMS INSPECTED: CORRECT INCORRECT ITEMS INSPECTED: CORRECT INCORRECT Placing Drawings Bar Length Column Ties Properly Approved ~W' and Shape %/ Tied and Spaced Bar Size ~/ Proper Bar Placemen~ ~/ Stirrup SPacing/Type ~ .'~ Bar Grade ~, Properly Tied ~ Welded Splices Rebar Clean ~ Dowel Bars in Place ~/ Mechanical Splices ~&~.~- Form Clean %w, Proper Bar Supports ~/ Proper Cover No. of Bars ~.- Lapped Splices / / 132 SOUTHWEST]~RN LABORATORIES, INC. I ~z~e~or ' s Slgnature TECHNOLOGIES INC Maxim Tech.· Southwestern labs 2575 Lone Star Dr. · P.O. Box 224227 Dallas. Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 REPORT OF REINFORCING STEEL INSPECTION CUENT: Gulf Bearing, Inc. Attn: Ross Ramsay 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing Coppell, Texas CLIENT NO.: 3200037 REPORT NO.: 28348 DATE OF SERVICE: 7/27/95 AUTHORIZA%]ON: JOE REPORT DATE: 8/08/95 SERVICES: Reinforcing steel inspection: REPORT OF TESTS On this date, reinforcing steel was observed for proper size, placement and alignment prior to concrete placement. The results of this inspection are attached and were furnished to the contractor at the time of inspection. Technician time: 4:00pm-6:00pm Technician: Yefim Palchik, MSCE Senior Consultant Report Distribution: MAXIM TECH.,SOUTHWES3i~R~N LABS (1) Gutf 8earing, Inc. (1) Gr~etatzky, Dupree & Associates (1) lirockette, Davis, Drake . (2) Rogers O'Srie~ F. King C°o~, P.E. (1) City of Coppett (1) City of Coppe[I. 1099 LW Our attars and re0orts are for tt~e exclusive use of the clierfl: .to w~om they are addressed and shall not ~e_reor. oduced exceOt in apoly only to the sample tested and/or ~nsoecteo, and are ,,u..,,u.~.,.~ ~ u,~ ~ua.,.,.,~ ~ ~. · ~ - -- UTHUVESTERN LAi RATORIES Materials, environmental and geotechnical engineering, nondestructive, metallurgical and analytical services 2575 Lone Star Drive · P.O. Box 224227, Oat tas, Texas 75222 · 214/631-2700 REPORT OF REINFORCING STEEL INSPECTION CLIENT: Client No.: _]Eo oo37 Report No.: ~3~ .~ Date of Service: 7--~(-~-= Page / of [ SERVICE: Perform reinforcing steel inspection as detailed below. INSPECTION RESULTS Location and Items Inspected: IT~4S INSPECTED: CORRECT INCORRECT ITEMS INSPECTED: CORRECT INCORRECT ITEMS INSPEur=m: CORRECT INCORRECt' Placing Drawings Bar Length Column Ties Properly Approved t~/ an~ Shape ~W' Tied and Spaced Bar Size ,../* Proper Bar Placemen~ ~,/ Stirrup Spacing/Type Bar Grade ~,. Properly Tied ~.. Welded Splices Rebar Clesn ~/ Oowel Bars in Place ~.' Mechanical Splices Form Clean ~,' Proper Bar Supports ~' Proper Cover %,/ No. of Bars w/ Lapped Splices ~" Discrepancies/Comments: 132 SOUTH,. ES~RN LABORATORIES, , ~ 'S Signature INC · TECHNOLOGIES INC Maxim Tech.* Southwestern Labs 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 REPORT OF CONCRETE COMPRESSIVE STRENGTH CUENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 CUENT NO.: 3200037 REPORT NO.: 28370 PROJECT: Gulf Bearing DATE OF SERVICE: 7/28/95 Coppell, Texas AUTHOR;ZA~ION: Joe REPORT DATE: 8/07/95 SERVICES: Sample concrete at location of placement, perform required field tests, prepare and test concrete compressive strength specimens. CONTRACTOR: Rogers O'Brien CONCRETE SUPPLIER: Lattimore PLANT: 7 SPECIFICATION REQUIREMENTS STRENGTH: 4000psi @ 28 DAYS SLUMP: 3 - 5" AIR: 3 - 6 % METHOD OF TEST: ASTM C-39 ASTM C- 143 PROJECT DATA CLASS OF CONCRETE: Mix Number 40 DATE OF PLACEMENT: 7/28/95 ~ME SAMPLED: 10 :OOAM BY: Frank Tisdale, TEMPERATURE ('F)- AIR: 93 CONCRETE: 89 TRUCK NO: 570 . .~CKET NO: 7012479 AIR CONTENT(%): 3.0 LOCATION OF PLACEMENT: Tilt up panel ~/62. CET CYLINDER MEASURED MARKED SLUMP DATE AGE SET NO. (inches) TESTED (days) 1 1 5.00 8/04/95 7 1 2 8/25/95 28 1 3 8/25/95 28 1 4 HOLD HOLD REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM COMPRESSIVE DJLAMETER AREA LOAD STRENGTH (in.) (sq.in.) (lbs. force) (psi) 6.00 28.27 98400 3480 REMARKS ADDITIONAL COMMENTS: No water added, sample taken at pump discharge. Technician: Frank Tisdale, CET Started: 09: 30AM Stopped: 12:30PM Report Of Tests Continued On Page 2 1001 LW Our letters and reports are for the exclusive use of the client to whom they are aqldressed and shall not be reproduced excel3t in fu without the approval of the testing aOoratory: The use o~' ~3u[na.rn, · m.u%t rece[ve..pur wt. itten app.,ro¥~al._..._Ou_,r apply only to the sample tested and/or nspecte(3, ano are not inoicauve Gulf Bearing, Inc. CLIENT NO. 3200037 DATE OF SERVICE: 7/28/95 REPORT NO. PAGE 2 SET NO. 2 28370 CONTRACTOR: Rogers O' Brien CONCRETE SUPPLIER: Lattimore PLANT: 7 SPECIFICATION REQUIREMENTS STRENGTH: 4000psi @ 28 DAYS SLUMP: 3 - 5" AIR: 3-6% METHOD OF TEST: ASTM C-39 ASTM C-143 REPORT OF CONCRETE COMPRESSIVE STRENGTH (Continued) PROJECT DATA CLASS OF CONCRETE: Mix Nuaber 40 DATE OF PLACEMENT: 7/28/95 TIME SAMPLED: 11: 15AM BY: Frank Tisdale, : TEMPERATURE ('F) - A~R: 97 CONCRETE: 93 TRUCK NO: 332 TICKET NO: 7012492 AIR CONTENT(%): 2.0 LOCATION OF PLACEMENT: Tilt panel #57 CET CYLINDER MEASURED MARKED SLUMP DATE SET NO, (inches) TESTED REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM AGE DIAMETER AREA LOAD (days) (in.) (sq.in.) (lbs. force) 2 1 4.50 8/04/95 7 2 2 8/25/95 28 2 3 8/25/95 28 2 4 HOLD HOLD COMPRESSIVE STRENGTH (ps~ 6.00 28.27 88760 3140 REMARKS ADDmONAL COMMENTS: 10 gallons of water added prior Co sampling. Sample taken at pump discharge. Contractor notified of air content & concrete temperature. Technician: Frank Tisdale, CET Started: 09:30AM Stopped: 12:30PM Report Distribution: MAXIM ~T~ TECH.eSOUTHWE~ RN LABS (1) Gulf Bearing, Inc. (1) Gromatzky, Dupree & Associates (1) Ilrockette, Davis, Drake (2) Rogers O,lirien F. King Cook, P.E. (1) City of Coppe[[ IO~)LwCity of Coppe[[ Our etters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced excel3t in full witttout the approval of the testing IqDoratory,. The use o~f pu[,na.m,.e mys. t~ rece~ve~..,our _w;itte_n_.ap_%r.?¥~aL._.,.O~j I..e. tte~fs_.a~n.~fe,.?,,o,~s. ap!oly only to the sample tested and/or mspectea, and are noz JlqQICatlVe PT [ne cluan[mes pT apl3u[e,,uy ,u=,,,,~, ,~. 0,,,,.o...ruud,=.