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Gulf Bearing-LR 950608Huntingdon Engineering and Science for a Safer Environment Huntingdon · Southwestern Laboratories 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214} 631-2700 FAX: (214} 920-1891 REPORT OF IN-PLACE DENSITY CLIENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 CUENTNO.: 3200037 REPORT NO.: 26013 PROJECT: Gulf Bearing DATE OF SERVICE: 6/07/95 Coppell, Texas AUTHORIZATION: Ongoing REPORT DATE: 6/08/95 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. CONTRACTOR: Rogers O'Brien TEST OF: Mechanical backfill METHOD OF TEST: DENSITY: ASTM D2922 MOISTURE: ASTM D3017 PROJECT DATA MATERIALS 23525 Dk. brown clay 25363 Bwn.cl.eand w/dk.bwn.cl. 23937 Tannish bwn. clay sand MOISTURE/DENSITY RELATIONS OPTIMUM MAXIMUM MOISTURE % DENSITY pef 21.5 99.0 12 · 5 114.5 10.5 123.5 SPECIFICATION DENSITY: 95% Dry Density MOISTURE: -1% to +4% opt. TEST NO LOCATION 1. 15' E. of E. line at 7.2, 1st lift. 2. 15' E. of E. line at 7.7, 2nd lift. 3. 15' E. of E. line at 7.1, 3rd lift. 4. 15' E. of E. line at 7.8, 3rd lift. REPORT OF TESTS FIELD OPTIMUM FIELD MAXIMUM MOISTURE MOISTURE DENSITY DENSITY DENSITY (%} (%) (Pcf) (Pcf) (% maxi 22.0 21.5 98.0 99.0 99 16.0 12.5 108.5 114.5 95 9.9 10.5 123.8 123.5 100 13.3 10.5 117.8 123.5 95 Report Of Tests Continued On Page 2 1OO7 JS Our letters and reports are for the exclusive uae of the client to whom they are ed~. receed er~ shell not b? re~'~l, uced exc?pt in full without the approval of the testing labm'ltow. The uae of o~name mu~t receive our written ap!i~roval, uur letters ~ rel~orl~ apply only to the sample te~ted and/o~ ir,4pected, ind are not indicative of the qua~titiel of I~ently identical or lirnilor Huntingdon Gulf Bearing, Inc. CUENT NO. 3200037 DATE OF SERVICE: 6/07/95 REPORT NO. PAGE 2 26013 REPORT OF TESTS FIELD OPTIMUM TEST MOISTURE MOISTURE NO LOCATION {%) 5. 15' E. of E. line at 7.3, 4th lift. 13.3 10.5 6. 15' E. of E. line at 7.7, 4th lift. 10.7 10.5 7. 15' E. of E. line at 7.1, 5th lift. 12.5 10.5 8. 15' E. of E. line at 7.8, 5th lift. 11.6 10.5 9. 15' E. of E. line at 7.3, 6th lift. 11.4 10.5 10. 15' E. of E. line at 7.7, 6th lift. 9.6 10.5 FIELD DENSITY {Pcf) 118.5 120.5 119.6 125.2 124.3 121.0 Test results on this report meet project specifications as noted on page 1. MAXIMUM DENSITY (Pcf) 123.5 123.5 123 · 5 123.5 123.5 123.5 DENSITY (% mex) 96 98 101 101 98 Technician: Frank Tisdale, CRT Started: 07:30AM Stopped: ll:00AM Report Distribution: (1) GuLf Bearing, Inc. (I) Gromatzky, Dupree & Associates (1) Brockette, Davis, Drake (2) Rogers O'Brien (1) Southuestern Labs (1) City of CoppeLL (1) Cfty of Coppe[L HUNTINGDONe~~BS F. King Cook, P.E. (1) Southwestern Labs 1007 JS of the they full without the approval of the testing lab Dry. u.w. . apply only to the sample tested end/or inspected, and ~e not indicefive of the quantities of al~arently identical m' almiler ixeduct~. Huntingdon Engineering and Science for a Safer Environment Hun .... gdon · Southwestern Laboratories 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 CLIENT: PROJECT: SERVICES: REPORT OF CONCRETE COMPRESSIVE STRENGTH Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 CLIENT NO.: 3200037 REPORT NO.: 24549A Gulf Bearing DATE OF SERWCE: 5/11/95 Coppell, Texas AUTHORIZATION: Joe REPORT DATE: 6/08/95 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: 3000psi @ 28 DAYS SLUMP: 2-3" AIR: N/A METHOD OF TEST: ASTM C-39 ASTM C-143 PROJECT DATA CLASS OF CONCRETE: Mix Number 40 DATE OF PLACEMENT: 5/11/95 TIME SAMPLED: 06: OOPM BY: Frank Tisdale, CRT TEMPERATURE (IF) - AIR: 77 CONCRETE: 81 TRUCK NO: 282 TICKET NO: 7009615 AIR CONTENT(%): N/A LOCATION OF PLACEMENT: Manhole, 8" S.S., Sta. 0+00. REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH SET NO. (inches) TESTED {days) (lbs. force) (psi) i i l. 50 5/18/95 7 141680 5010 1 2 1.50 6/08/95 28 165130 5840 1 3 1.50 6/08/95 28 162170 5740 1 4 HOLD HOLD REMARKS ADDITIONAL COMMENTS: Technician time recorded on report number 24548. Technician: Frank Tisdale, CRT Report Distribution: HUNTINGDONe~BS~ (1) GuLf Bearing, Inc. (1) City of CoppeLL (1) Gromatzky, Dupree & Associates (1) City of CopfleLL (1) Brockette, Davis, Drake (2) Rogers O'Brien F. K~'ng Cook, (1) Southwestern Labs (1) Southwestern Labs 10Ol LW Our letters and reports Ire for the e,xclu~ve u~e of the clief~t to whom they Ire Irl~lrs~ ~ shall n~t b? re.~w'e~l,~ad except in full without the approval of the te~tlng laboratory. The uae of o~name mu~t receive our written Ii, prove, uur ~tters eno reflort~ apply only to the sample te~rsd and/or imlpeCted, ~nd i~e not indicative of the qualntitie~ of ippIrently identical or slmilIr iwoductl. Huntingdon Engineering and Science for a Safer Environment Huntingdon ·Southwestem Laboratories 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 CLIENT: PROJECT: SERVICES: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 Gulf Bearing Coppell, Texas REPORT OF REINFORCING STEEL INSPECTION CLIENT NO.: 3200037 REPORT NO.: 26014 DATE OF SERVICE: 6/07/95 AUTHORIZATION: Ongo£ng REPORT DATE: 6/08/95 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: 3:00pm-5:00pm Technician: Frank Tisdale, CET Report Distribution: (1) 6u[f Bearing, Inc. (1) 6romatzky, Dupree & Associates (1) Brockette, Davis, Drake (2) Rogers O'Brien (1) Southwestern Labs (1) Southwestern Labs (1) City of Copper[ (1) City of CoppeLl F. King Cook, P.E. 1099 LW Our letters end reports are for the exclusive use of the client to whom they ere addressed ami shill not be reproduced except in full without the el0proval of the testing laboratory. The use of ourn&mo must receive our written Ipprovil. Our letterl and reportl apply only to the sample tested end/or inspected, i~d ere not indicltive of the qulrttities of ippm'ently identical ~ similar prm:luctl. ~'.OUTHWESTERN LAB!I~:IATORIES Materials, environmental and geotechnical engineering, nondestructive, metallurgical and analytical services 2575 Lone Star Drive · P.O. Box 22/+227, DaLLas, Texas 75222 · 21~,/631-2700 REPORT OF REINFORCING STEEL INSPECTION CLIENT: Client No.: .~4~a~ Report No.: Date of Service: Page / of SERVICE: Perform reinforcing steel inspection as detailed below. INSPECTION RESULTS Location and Items Inspected: ITEMS INSPECTED: C09~E~T INCORRECT ITEMS INSPECTED: CORRECT INCORRECT iT~fS INSPEu-r~: CORRECT INCORRECT Placing Drawings Bar Length Column Ties Properly Approved ~ 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 / Proper Bar Suppor%s / Proper Cover No. of Bars / Lapped Splices Discrepancies/Comments: 132 SOUTHWESTERN LABORATORIES, INC. Huntingdon Engineering and Sdence for a Safer Environment Hunti,.=don. Southwestern Laboratories 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Tex~s 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 REPORT OF IN-PLACE DENSITY CLIENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing Coppell, Texas CLIENT NO.: 3200037 REPORT NO.: 26013 DATE OF SERVICE: 6/07/95 AUTHORIZATION: Ongoing REPORT DATE: 6/08/95 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. CONTRACTOR: Rogers O'Brien TEST OF: Mechanical backfill METHOD OF TEST: DENSITY: ASTM D2922 MOISTURE: ASTM D3017 PROJECT DATA MATERIALS 23525 Dk. brown clay 25363 Bwn. cl. sand w/dk.bwn, cl. 23937 Tanntsh bwn. clay sand MOISTURE/OENSrrYRELATIONS OPTIMUM MAXIMUM MOISTURE % DENSITY od 21.5 99.0 12.5 114.5 10.5 123.5 SPECIFICATION DENSITY: 95% Dry Density MOISTURE: -1% to +~1 opt. TEST NO 1. 2. 3. 4. LOCATION 15' E. of E. line at 7.2, 1st lift. 15' E. of E. line at 7.7, 2nd lift. 15' E. of E. line aC 7.1, 3rd lift. 15' E. of E. line at 7.8, 3rd lift. REPORT OF TESTS FIELD OPTIMUM FIELD MAXIMUM MOISTURE MOISTURE DENSITY DENSITY DENSITY ~) (%) (Pcf) (Pcf) ~ maxi 22.0 21.5 98.0 99.0 99 16.0 12.5 108.5 114.5 95 9.9 10.5 123.8 123.5 100 13.3 10.5 117.8 123.5 95 Report Of Tests Continued On Page 2 1007 JS Our letters and reports .are for the excl.us, lve .use of_the client .to whom they .are ad. dressed .e~.,d shall not .be _repr.og. uced ex. cept In. apply only to the sample teslea ana/or inspeczea, aha are nc~ m=~auv= u, u,= H~,,L,u== ~,r,~ · r- Huntingdon Gulf Bearing, Inc. CLIENT NO. 3200037 DATE OFSERVlCE: 6/07/95 REPORT NO. 26013 PAGE 2 TEST NO 5 6 7 8 9 iO 15' E lift 15' E lift 15' E lift 15' E lift 15' E lift 15' E lift REPORT OF TESTS (continued) LOCATION of E. line at 7.3, of E. line at 7.7 of E. line at 7.1, of E. line at 7.8, of E. line at 7.3, of E. line at 7.7, FIELD OPTIMUM FIELD MAXIMUM MOISTURE MOISTURE DENSITY DENSITY DENSITY (%i (%) CPcfl tPcfl (% max) 4th' 13.3 10.5 118.5 123.5 96 4th 10.7 10.5 120.5 123.5 98 5th 12.5 10.5 119.6 ' 123.5 97 5th 11.6 10.5 125.2 123.5 101 6th 11.4 10.5 124.3 123.5 101 6th 9.6 10.5 121.0 123.5 98 Test results on this report meet project specifications as noted on page 1. Technician: Frank Tisdale, CET Started: 07:30AM Stopped: ll:00AM Report Distribution: HUNTINGDONeSOUTHWESTERN LABS (1) GuLf Bearing, Inc. (1) City of Coppe[t j .~ (1) Gromatzky, Dupree & Associates (1) City of Copl3et[ (1) Brockette, Davis, Drake (2) Rogers O'Bri~ (1) Southwestern Labs Our letters and reports are for the excl.us, lve yss oft. ih, client .to whom they .ar, ,,dressed .and she# ,~ Ib. A~rl~ettue~.daneX~c~ptJ~ full .W~lqUt the_approval o.f tl)e .testl.n.g la. borer.Dry., i n.e -se o! pu..ma.m.e mvs.& rece,~__o~_ _.wnF_ep__ap_p.[ ~_.._u~T_, t_e~_ef_s,.__o__'~ ,Ss_ apply or~y to ~le sample testeo eno/or inspecteo, eno are ~o[ m~lcat,ve o~[ne quamme$ o~ a~arenay ~oem~c~ or ~m~r ~roou~.