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Northlake 635(5)-LR000509CONCRETE COMPRE iVE STRENGTH Date of Service: 04/07/2000 Client No.: 85229000 Report No.: 0009330 Project No.: 94991456 Client: Transwestem Property Company Project: Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Coppdl C~ 1221 S. B~ Coppell, 'I Services: Obtain samples of fresh concrete at the placement locations, perform required strength samples. STRENGTH: SLUMP:. AIR: TEST METHOD: Co~crOR: Butler Construction CONL-~/ETE SUPPLIF~: Pioneer P~n~rr: 27 SPECIFICATION REQ~$ 4000 psi ~ 28 Days N/A ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: line B.519 PROJECT DATA MIX LD.: 9349 p~ncv, sm~rr DATE: 04/07/2000 TIMESA.MPLED: 4:20am BY: ~ ~T~ ~mo~: pa~y dot ~~-~ 58 r ~ ~U~NO: 23 TI~T ~ ~ ('/.): N/A ~ ~~ ~CATXON: ~~, ~ A~ F.~ md I to 10. REPORT OF TESTS CYLINDER MARKED NO. MEASURED MAXIMUM SLUMP DATE AGE LOAD 0nch~) TF.,gTED (day~) (!1~. force) 1 1 4.75 04/14/2000 7 82900 1 2 4.75 04/14/2000 7 90370 Average 1 3 4.75 05/05/2000 28 143200 1 4 4.75 05/05/2000 28 144450 Average 01SDS This report is exdudvdy for the use of the client ind/cated above md shall not be reproduced except in fur w/thout thc wfiRa Page 1 of 7 a aivision of'l~-,can 8901 Carpmtter Frwy., Sultm #100 Dallas, Taxas 75247 Report Date 05/09/2000 immerce Crater ~xas dd test and cast compressive BATC'~ TIM~: 3:45am ~g Dimock sCm~TE: 74 r NO: 505694 WZIGaX (~): N/A UMULATIVE YARDS: 70 O~IVE STRENGTH 2930 3200 3O70 5060 5110 5090 CONCRETE COMPRE f' IVE STRENGTH TEK? Date of Service: Client No.: Client: Services: 04/07/2000 85229000 Transwestem Property Company Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Report No.: 0009330 Project No.: 94991456 Project: Coppell C~ 1221 S. B~ Coppell, T Obtain samples of fresh concrete at the placement locations, perform required strength samples. gTRI~GTEE SLUMP:. AIR: TEST I~ETHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer 1,~r: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Day~ N/A ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: line B.5/8 PROJECT DATA MIX LD.: 9349 PLACEMENT DATE: 04/07/2000 ~q]VmSAM~I~n: 5:15am BY: Crt W~AT~ CoNDmoNs: see p~e ~~~-~ 58 F CO~ ~u~ No: 526 TI~T ~ ~~ (%): N/A ~ P~~ ~ATION: ~p~ 1 Sampled fi~n tmdc. REPORT OF TESTS ACCI MARKED SLUMP DATE AGE LOAD SET NO. ('roches) TESTED (~ays) Ol~ force) 2 1 5.00 04/14/2000 7 87250 2 2 5.00 04/14/2000 7 91360 Average 2 3 5.00 05/05/2000 28 152970 2 4 5.00 05/05/2000 28 160290 Average C¢ This repc~t is exclusively for the use ct'the client/ndic~ted above md ~hal! not be reproduced except in full w/thom the wr/lm s 01SDS Page 2 of 7 a division of'l~tl-dgl~ 8901 Carpenter lt~y., Suite #100 Dallm, Tins 75247 Report Date 05/09/2000 ~mmerce Center itline (Bldg. A) ~xa$ iold test and cast compressive BATC'H TIM~: 4:30am g Dimock CRETE: 75 F 40: 505697 W~CaT ~0: N/A ~,ATIVE YARDS: 150 ~RF_~IVE tTRENGTH 3090 3230 3160 5410 5670 5540 ~roval c~HBC ~aqneering. Inc. CONCRETE COMPRE IVE STRENGTH TES'I Date of Service: 04/07/2000 Client No.: 85229000 Client: Transwestem Property Company Atto: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Report No.: Project No.: Project: 0009330 94991456 Coppdl Co 1221 S. Coppell, Te Services: Obtain samples of fresh concrete at the placement locations, perform required fi strength samples. PROJECT DATA Co~rrRAcrOR: Butler Construction ~ffxt~.: 9349 CONC'RgTI~ SUPPLI~.,R: Pioneer PL&~ ~A~: 04/07/2000 pt~orr: 27 ~q~mSnM~V.~: 7:05am BY: Gte Sp~nnCATtON R~~S W~AT~-R co~mrrioss: see page ~OTm 4000 psi ~ 28 Days T~tPgRA~OR~0~-Am 62 F COrn s~trsm. 5" ~RUCKt~O: 563 TtCg~T Am: N/A Am com~r (%): N/A u~rr ~ M~THOD: ASTM C- 143 ~c~r~m~rr LOCATIOS: se~ page 1 ASTM C-172 ASTM C-39 SAMPLE LOCATION: lire C/6 Sampl~l fr~n track. REPORT OF TESTS ACCU CYLLHDRR MRAS~D M~XIMUM CO ~ SLUI~P DATR AGE LOAD SRT NO. ('mch~s) TF_,STRD (days) (lira for~) 3 1 5.00 04/14/2000 7 99640 3 2 5.00 04/14/2000 7 96410 Average 3 3 5.00 05/05/2000 28 130520 3 4 5.00 05/05/2000 28 131660 Average 0181}8 a division of'l~tr'~ 8901 Carpenter Frwy. Suite #100 Dallas, Texas 75247 Report Date 05/09/2000 aunerce Center tline (Bldg. A) fid test and cast compressive BATCH TIM~: 5:49am Dimock R~,TE: 72 F O: 505705 ~I~IGHT (pc0: N/A ~O-LATIV~ YARDS: 250 ~RF~IVE [~ENGTH 3520 3410 3470 4620 4660 4640 This rep~ is e~clusively f~ the use cfthe climt indicated above and ~a!! not ~ ~ ~ ~ ~ ~ ~e ~ a noval ef HBC ~gln~na'in~ In~ 'Pag~ ~ ~f 7 CONCRETE COMPRE JIVE STRENGTH TES' Date of Service: 04/07/2000 Report No.: 0009330 Client No.: 85229000 Project No.: 94991456 Client: Transwestem Property Company Project: Atto: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Services: Coppell C 1221 S. B Coppell, Obtain samples of fresh concrete at the placement locations, perform required strength samples. ~UM~: AIR: TEST METHOD: corrrRscroR: Buffer Construction C'ONCRETE S~PPLIER: Pi0II~r rtauvr: 27 8PI~-I~CATION REQUIRffaM~i~S graY,TH: 4000 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: line B/5 PROJECT DATA MIX LD.: 9349 }n_~s~ter DATE: 04/07/2000 TIME SAMPLED: 8103am BY: Gl WEATHER CONl)rflOl~: TEMPERATURE (F) - AIR TRUCK NO: 8 ~m cobrrE~rr (%): N/A PLACEMENT LOCATION: see page I see page 1 63 F CO TICKEI S~mpled fr~a U-ack. REPORT OF TESTS AC~ CYLINDER MARKED SET NO. MEASURED MAXIMUM SLUM]P DATE AGE LOAD Onch~) TESTED (days) (ib~ force) 4 1 5.50 04/14/2000 7 101850 4 2 5.50 04/14/2000 7 108850 Average 4 3 5.50. 05/05/2000 28 130120 4 4 5.50 05/05/2000 28 130320 Average This repeat is ~dusively f~ the use of the client indicated above and nhall n~t be reproduced except in full wilho~t the ~ OlSDS P~e 4 of 7 a division o/liarmcon 8901 Carpenter Fr~., b-~I~ #100 Dallas, T~as 7f12A7 Report Date 05/09/2000 ~nunerce Center fltline (Bldg. A) ~a$ 5eld test and cast compressive BATCH TI1VfE: 7:05am ~g Dimoek {'CRETE: 74 F NO: 501316 ' WEIGHT (pd): N/A UMULATIVE YARDS: 350 OMPRESSIVE STRENGTH (pa) 3600 3850 3730 4600 4610 4610 approval ofHBC r~eerin~ Inc. Date of Service: Client No.: Client: 04/07/2000 Report No.: 85229000 Project No.: Transwestem Property Company Proj ect: Attn: James Gaspard 12221 Merit Drive,/t450 Dallas TX 75251 0009330 94991456 Coppell Cc 1221 S. Be Coppell, T~ Services: Obtain samples of fresh concrete at the placement locations, perform required strength samples. PROJECT DATA combo, c-foR: Butler Construction M~X£D.: 9349 C~NCRETE 8UPPLIER: Pioneer ~~ DATE: 04/07/2000 ~,At,r: 27 ~q~s~: 9:20am DY: Gr~ S~'-~ICATIONREQUIREMEbrYS WEA'D:H~co~mo~: dear Sa'R~C~m~ 4000 psi ~ 28 Days rm~l~rt~ ~-~m 64 F co~ s~trs~. 5" ~gVCKSO: 923 TICKET Am: N/A Amco~rnuvr (./.): N/A u1~rr ~ M~TaOO: ASTM C- 143 PgAcgsm~vr LocA~o~: s~ page 1 ASTM C-172 ASTM C-39 ~kMI~LE LOCATION: line C/3 Sampled from truck. REPORT OF TESTS ACCt MARKED SLUMP DATE AGE LOAD gET NO. (inches) TF_~TED (days) Obs. force) 5 1 4.75 04/14/2000 7 102190 5 2 4.75 04/14/2000 7 95420 Average 5 3 4.75 05/05/2000 28 133710 5 4 4.75 05/05/2000 28 133150 Average This r~pc~t is ~xdusively f~ ~e use cf~e climt indicted above ~d mall n~t be r~produced ~xc~pt in fur without the writtm ap OISDS Page 5 of 7 ENGINEERI~, INE. 8901 Carpenter Frwy., Suite #100 Dail~ Texas 7~247 Report Date 05/09/2000 mmerce Center ltline (Bldg. A) eld test and cast compressive BATCH TIME: 8:57am Dimock m~: 73 Io: 505733 ~mc~r (~d): N/A MULATIVE YARDS: 490 rRENGTH 3610 3370 3490 473O 4710 4720 noval ~fHBC r~ Ina CONCRETE COMPREboIVE STRENGTH TES Date of Service: 04/07/2000 Client No.: 85229000 Report No.: 0009330 Project No.: 94991456 Client: Transwestem Property Company Atto: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Project: Coppell C 1221 S. B Coppell, q Services: Obtain samples of fresh concrete at the placement locations, perform required: strength samples. SLUMP: AiR: TEST METHOD: COI~VI'RACTOR: Butler Construction CONCRETE b~tJPPLI~R: Pioneer pi,Ar~r: 27 fiI~XFICATION RRQ~S STm~CT~: 4000 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: line B/1.5 PROJECT DATA MIX LD.: 9349 ~~ DA~q~: 04/07/2000 ~rM~S~a~,,~n: 10:00am BY: Cfi WEATHRR COIgq}mol~: TEMPERATURE ~ - AIR TRUC~ ~o: 758 nm cowrm~r ('/.): N/A PLACEMENT LO~ATION: se~ page 1 se~ page 72 F CO TICKWI Sampled from truck. REPORT OF TESTS ACX CYLINDER MEAS~ MAXIMUM MARKED SLU1VIP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 6 1 5.50 04/14/2000 7 98470 6 2 5.50 04/14/2000 7 104430 Average 6 3 5.50 05/05/2000 28 137070 6 4 5.50 05/05/2000 28 141350 Average This report/s exdudvely fo~ the use of the d/mt ind/cated above md slmll not be reproduced except in full without the writt~ Page 6 of 7 a aivision of'l~tt'~mn 8901 Carpenter Frwy., b~Ite #100 Dallas, Tez~s 75247 Report Date 05/09/2000 ~mmerce Center ~Itline (Bldg. A) 'exas test and cast compressive ~ATC~ TrM~: 9:35am ~g Dimock NCRETE: 76 NO: 505738 ' w~mn'r 0,,~: N/A ~OLAT~ Y~S: 540 ~)MPRESSIVE STRENGTH ~) 3480 3690 3590 4850 50O0 4930 Date of Service: Client No.: Client: 04/07/2000 85229000 Transwestem Property Company Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Report No.: 0009330 Project No.: 94991456 Project: Coppell C~ 1221 S. B~ Coppell, '[ Services: Obtain samples of fresh concrete at the placement locations, perform required strength samples. STRENGTH~ SLUMP: AIR: TEST METHOD: com~anc, roa: Butler Construction CONCRETE b~tIPPLIER: Pion~r 1,l~a~r.. 27 SPECIFICATION REQ~NI~ 4000 psi ~ 28 Days N/A ASTIV[ C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: line Fl2 PROJECT DATA M~X ~v.: 9349 l~_~c~Mmer DATE: 04/07/2000 rn~s~: ll:15am EY: ~ WffakTl~R CONDITIONS: TRUCK~O: 739 nm Co~rrErrr (%): N/A ~~ ~CATION: ~pa~ 1 see page 5 74 r cc TICKEI Sampled fxcm tmdc REPORT OF TESTS AO CYLINDER MEASURED I~.tRK~D SLUMP SET NO. 0nchis) 7 1 7 2 DATE AGE LOAD TESTED (days) 0b~. force) 5 04/14/2000 7 108390 5 04/14/2000 7 104820 Average 7 3 5 05/05/2000 28 140210 7 4 5 05/05/2000 28 139030 Average ~, INC. 8901 Carl~nter Frwy., SM~e #100 D~ T~ 7~M7 Report Date 05/09/20~ )mmerce Center · tline A) idd test and cast compressive ~TC~ TnVm: 10:25am ~g Dimock ~c~TE: 765 r ~o: 501349 ! WEICl~ (1~): N/A ~0MULATIVE YARDS: 620 3830 3710 3770 4960 4920 4940 Finished: 1:00pm Teclmidan: Crreg Dimock Started: 3:00am Report Distribution: (1) Trmswesiem Property Ccmpmy (1) City ~f Copp~ (1) o~im & Assod~s (t) C/ty of Coppen (1) Tedmisw~W_~es, he. (1) B~ C~maaim This rel~xt is exclusively fix the use or'the climt indicated above md shall n~t be reproduced except m full without the wr~ H~g, Inc. P~ tul D. Smith, P.E. Se aior Project r~gineer n ~oval d HBC r-.nL~neerin~ he. O~SDS Page 7 of 7 CONCRETE COMPRE o$IVE STRENGTH TES ' Date of Service: 04/07/2000 Report No.: 0009374 Client No.: 85229000 Project No.: 9499145¢ Client: Transwestem Property Company Project: Attn: James Gaspard 12221 Merit Drive, g450 Dallas TX 75251 Services: Coppell ¢ 1221 S. [ Coppell, Obtain samples of fresh concrete at the placement locations, perform require compressive strength samples. SLUMP: AIR: TEST METHOD: CONTaACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PL~IWr: 22 SPECIFICATION REQUIREMENTS STRENaTH: 3000 psi @ 28 Days 5.0" max N/A ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: H.9/10/J.7/10, K.4/10 PROJECT DATA Mm I J).: 9337 PLACEMENT DATE: 04/07/2000 TIME SAMPLED: 10:40am BY: Tt WEATHERCOm)mo~s: Clear TEMPERATURE (~)- AIR 78 F c¢ TRUCK NO: 346 TIC~ AIR CO~ (%): N/A ~ PLACE~ LOCA~ON: ~er i~o~fi~ ~d ~ci~ time: S~ Re~ REPORT OF TESTS AO CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 1 I 5.00 1 2 5.00 1 3 5.00 1 4 5.00 DATE TESTED 04/14/2000 04/14/2000 05/05/2000 05/05/2000 MAXIMUM AGE LOAD (days) Obs. force) 7 60310 7 61490 Average 28 173340 28 169620 Average a division of '{~l~'-~{all 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date O5/O9/2000 lommerce Center ;eltline (Bldg. A) Fexas d field test and cast BATCH TIME: 9:20am ~'rry L. Smith ~NCRETE: 81 tqo: 530280 WEIGHT (pc0: N/A //0009373 LrMULATIVE YARDS: 10 :OMPRESSIVE STRENGTH (psi) 2130 2170 2150 6130 6OOO 6070 FRACTURE TYPE Technician: Terry L. Smith Report Distribution: (1) Trauswestem Property C. ompany (1) O'Brien & Associates (1) Teclmislructures, Inc. (1) Butler Construction Started: (1) City of Coppell (1) City of Coppell Finished: H~ring, Inc. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ Pa ul D. Smith, P.E. Sel dor Project Engineer en approval of HBC Engineering, Inc. 01LL Page I of 1 REPORT OF DRILLED PIERS Project: Coppell Commerce Center 1221 S. Beltline (Bldg. A), Coppell, Texas Project No.: 94991456 Driller: Report No.: Date of Service: Technician: Page: 0012290 05/09/00 B. Ethem 1 ofl Pier Identification Pier Diameter (in.) M-9.0 24 M.1-10.1 24 Top of Ground Elevation (ft.) 98.0 99.0 Top of Pier Elevation (ft.) 95.0 98.0 Depth to Bearing Stratum from Ground (ft.) 30.5 33.0 Depth of Pier from Ground (ft.) 34.0 36.2 Required Penetration (ft.) 3.0 3.0 Actual Penetration (ft.) 3.5 3.2 Depth from Top of Concrete (ft.) 31.0 35.2 Condition of Bottom (wet or dry) Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Casing Diameter (in.) 26 30 26 Time Concrete was Placed Cased Depth (ft.) 23.5 Number of Vertical Bars (ea.) 6 6 Reinforcing Bar Size (#) 6 6 Length of Vertical Bars (fL) 30.5 34.7 Time Drilling was Completed 8:35 a.m. 10:00 a.m. 11:45 a.m. 12:15 p.m. 8901 Carpenter Frwy., Suite 100 Dallas, Texas 75247