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Northlake 635(3)-LR 98080508/05/98 17:16 FAX 214630707~, 214630?0?0 ItBC ENGINEERING FAX TRANSMITTAL 001/007 DA TE: TO: PROJECT; FROM: 08/05/98 TIME: See Below FAX NO. Coppell Business Center II Olivia for Eugene Harbour OFFICE: Total Pages Including Cover: 7 DISTRIBUTION: Larry Moon Lincoln Property Company Butler Construction Tom Albricjht Chris Maxwell Lee Stone Larry Davis Dennis Gent O'Brien & Associates AECC, Inc. City of Coppell/Bldg. Insp.. City. of CoppelllConstr. Insp:_ Mullah & Powell Technistructu Report No(s)_: 9816784 HI P.M. ee Below IC-Daflas 214-740-3451 9~ ~2-788-4828 '2-960-7680 '2-304-3514 2-304-3570 14-528-1728 91 I The Information confeined ih this facsimile message is leg~ly privileged and confide~tia; in~I,,~'~on intended only ~ ~r ~he u~ ~f ~he ~nd~du~ ~r ~ntity n~med at~ve~ ~ th~ reader ~f ~h~ m~ssage~ n~ th~ ~r`` t; e* n~ f~e~-` r~e-~i~p~e~-;~ ~ the employee or agent responsible to deliver It to the intended recipient, you ere neret~y nora eo mm ~my u,oe,~ ' nation, distribution or copying of this communication is strictly prohibited. If you have reoeitn d thin communica- tion in error, please immediately notify uz by telephone and return the original message to u',' et the address below via the US Postal service. Thank you. HOUSTON 2313 W. Sam Houston Pkwy. N. Suite #107 Houston, Texas 77043 Phone: (713) 722-0700 Fax: (713) 722-0788 DALLAS AUSTIN 8901 Carpcnt~ Ftwy 3913 Todd Lanc Suite #100 Suite #312 ATLANTA 2470 Windy Hill Rd. Suite #300 Dallas, Texas 75247 Austin, Texas 78744 Phone: (214) 630-1010 Phone: (512) 442-1122 Fax: (214) 630-7070 Fax: (512) 442-1181 ~larietta, Georgia 30067 Phone: (770) 618-3055 Fax: (770) 618.3015 08/05/98 17:17 FAX 2146307070 ~BC ENGINE:ERING :. CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 0612911998 Client No.: 52617000 Client: Services: STRENGTH SLUMP: AIR; T~S'I' METIIOD: Lincoln Propcrty Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 981678, Project No.: 43-245: Project: Coppel] Belt Li~ Coppel Obtain samples of fresh concrete at the placement locations, perform requ! CO]Ttprcssive strength samples. CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete pLA~rr: 16 SPECIFICATION R1E-QUIREM IS>ITS 4000 psi ~ 28 Days 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Same PROJECT DATA CON CRETE CLASS; PLACEMENT DATE: TIMEt~.MPLED: 5;30 am WEATHER CONDITIO>IS: TEMPERA'f~.~E Or) - AIR 'rRUCKNO-' 410 Am CONTENT (%): 3.6 pt~C£MENT LOCATION: Paving; see atmchcd clia&r,u~ REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DA'I'£ AGE LOAD ~ NO. (inches) TESTED (days) (Ib~, force) 1 I 4.50 07/06/1998 7 I07670 I 2 a.50 07127/1998 28 130980 1 3 4.50 07/27/1998 28 136940 Average 01AK 9351 06/29/199: BY: Clear: 82 e- TIC ~002/007 8901 Carpenter Frwy., Suite #10O Onllu, Texal 7.~247 Report Date 07/29/1998 ,97 Business Center II te Rd. & Lakeshore Dr. Texas ed field test and cast ~ #AT~HTIM£: 5:23 am Damon Elrod ight wind CONCREI'£: 90 F :~-T NO: 712660 qlT W£IGIIT (per): N/A ~CCUMULATIVE YARDS: 60 COMPRF.~SIVE STRENGTH FRACTURE (psi) TY~E 3810 4630 4840 4740 This rcrmrt is enclusiveSy t5r the usc of[he client h)d~cared above m~d ah,nil nnt he rcprodo¢¢(~ CXCepL in tull withou! eaffe 1 of& wriltcn approval otlIBC Engineering. Inc. '05/05/98 17:17 FAX 2146307070 HBC ENGINEERING , cONcIRETE COMPRESSIVE STRENGTH TEST Date of Service: 06/29/1998 Client No.: 52617000 Client: Services: Report No.: 981678 Project No.: 43-245', Lincoln Property Company 3300 Lincoln Plaza/Larry Mool~ 500 North Akard Street DalLas TX 75201-3394 Project: Coppel Belt Li Coppel Obtain samples of fresh concrete at the placement locations, perform requ compressive strength samples. AIR: TEST METHOO: CO~C~OR: ButLer Construction concagrz scn'PLmR: Pioneer Concrete ~t~rr: 16 SPECIFi~TION REQtl~EMENT~ ~z~a'n-t: ~000 psi ~ 28 Days 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA · coNcaz~z ct.,~s: 9351 PLACEI~:NT DATg: 06/29/199 TIME SAMPLED: 7:20 am W~ER CO~IONS: Cloud' TEMPE~TURE ~ - AIR TRUCK NO: 551 AIR CO~TE~ (%~: 3.5 P~C~M ENT ~CATION: Paving; SCC ~d dia~m SAMrLE LOCATION: Samc REPORT OF TESTS CYLINDER M£ASU RED MAXlMUM MARKED SLUMP DATE AGE LOAD SET NO. (incheS) TEb'I'£D (days) Obs- force) 2 1 4.50 07106/! 998 7 105670 2 2 4.50 07/27/1998 28 142000 2 3 4.50 07/27/1998 28 140020 Average This repOrt is cxclusivcly 1hr rahc u'~e of linc client [udlcatcd above and shall not be reproduced cxccpt in full without Page 2 of 4 ~ 003/007 8901 Carpenter Frwy.~ Suite DallaS, Tesas RePort Date 07/2911998 -97 Business Center 11 e Rd. & Lakeshore Dr. Texas red field test and cast BATCI-I TIME: 7;05 am Damon Elrod t, light wind CO~CRETE: 90 F gdgT rea: 712668 ~NIT WI~IGHT (per): N/A ~,CCUMULATIVg YARDS: 150 COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 37~0 5020 4950 4990 approval of HBC E~ginc, erinf. Inc. *05/05/98 17:17 FAX 2146307070 HBC ENGINEERING CONCRETE COMPRESSIVE STRENGTH TEST Date Of Service: 06/29/1998 Client No.: 52617000 Client: · Services: ST~ENCTH: SLUMP: AIR: TFAqT METHOD: Lincoln Proper~y Company 3300 Lincoln Plaza]Larry Moon 500 North Akard S~rcct Dallas TX 75201-3394 Report No.: 981678 Project No.: 43-245: Project: Coppel Belt L~ Coppcl Obtain samples of fresh concrete at the placement locations, pedonn roqu compressive strength samples. CO~rr~U~CTOR: Butler Construction C~NCIkETE SUPPLIER: Pioneer Concrete r~NT: ! 6 srEcznCAT~ON ~r. QVIREMI~'rS 4000 psi ~ 28 Days 3-6% ASTM C- ] 43 ASTM C-172 AS~ C-39 SAMi~LE LOCATION; 01AK PROJECT DATA CONCREXE Cr.~SS: 93 $1 rLACEMENT DATE:: 06/29/199 TIME SAMPLED; 8'35 am ~V: WEATHER CONDITIONS: Partly TEMPEi1A~I'UI~ (F) - AIR ~5 F TRUCK NO-' 512 TTC~ AIR CONTENT (%): 3.7 PLACEMENT LOCATION: Paving; see ~tachcd diagram REPORT OF TESTS CYLINDER MEASURED MA gl~.~ SLUMP DATE AG g $~'JC NO. (inche~) TI~TED {days) 3 1 5.00 07/06/1998 7 3 2 5.00 07/27/1998 28 3 3 5.00 07/27/1998 28 MAXI~ lOAD (lbs. force) 90110 101930 105790 Average This report is cx¢lo$ively lbr d1¢ USc of thc clJeflt inclica~d fibov¢ and shall tie! bc rcproduGgd cxcc'pt i~1 ~uII without Page 3 Of 4 004/007 8901 Carpenter Fr~. Saite #100 Dallas, Texas 75'/A7 Report Date 07/29/1998 .97 Business Center II ~e Rd. & Lakeshom Dr. Texas 'ed field test a~d cast ~ BATCIt TIME: Damon Elrod :loudy, liSht wind CONCRETE; 9 ] (~'~r No: 712650 INIT WEIGHT (pcl): N/A ACCUMULATrVE YARDS: 250 COMPRESStVE STRENGTH 3190 3600 3740 3670 written approval ofHRC EngineedJIg, Inc. '08/05/98 17:18 FAX 2146307070 HBC ENGINEERING · CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 06/29/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/bart., Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 981678, Project No.: 43-245: Project: Coppel] Belt Coppel Services: Obtain samples of fresh concrete at the placement locations, perform requ compressive strength samples. STRENGTH: SLUMP: AIR; TEET MgTHOD: co~rFRACTOg: Butler Construction CONCR~T~ SUPPLII~R: Pioneer Concrete le~.~NT; 16 S~ECIF~OS REQUmEMENTS 4000 psi ~ 28 Days 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 935 ! PLACEMENT DATE: 06/29/199: 'I'IM~ SAMPLED: l 0:00 al'ct BY: WEATHER CONDITIONS: Partly TEMPERATURE (lr)- AIR 87 F TRUCK NO: 410 TIC AIR CONTENT (%}: 3.7 PLACEM£NT LOCATION: Pavin~; sca attached diagram SAI~H'I,E LOCATION: Same CYLINDER M~URED MARKED .SLtlMP sKr NO- 4 I 4.50 4 2 4.50 4 3 4.50 REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 07/06/1998 7 90720 07/27/1998 28 123310 07/27/1998 28 121170 Average Technician: Damon Elrod Report DiStT|butlo n: ti) Linooln I~OpCrW Cnmpany (1) Buffer ~nst~cdon (l) ~B~ & As~ciot~ (~) ~KCC. IGC. Started: 3:30 am Finished: 11:00 F (I) City of Coppell/Bldg. Imp. (1) City of CoppelllConstr. Insp. ( l ) Mullcn & Pow~[I TcchnistruCtUtC$ This report is exClOsivcly t~,r the use 0fth¢ client indicated above and nhall not bc reproduced except in full without 005/007 8901 Carpenter grwy. 8uitc Dallas. Repor~ Date 07/29/1998 ,97 Business Center II. te Rd. & Lakeshore Dr. Texas 'ed field test and cast [ BATCHTIM[; 9:34 am Damon Elrod :loudy, light wind CONCRETE: 92 F ~£X NO; 712687 ~ITWEtCIIT (pc0: N/A CCUMULATIVE TAROS; 320 COMI~RE~SIVE S'tRF.,NGTH FRACTURE (psi) TYPE 3210 436O 4~90 4350 Eugene Harbour Vicc president = writtet! approval or HBC F.n~ineedng, Inc. OlAK Page 4 of 4 -08/05/98 17:18 FAX 2146307070 eh. IIBC ENGINEERING 007/007 -08/05/98 17:18 FAX 2146307070 ItBC ENGINEERING ! ! 006/007