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Northlake 635(5)-LR000410 O CI TE COMPRES VE STRENGTH TESTO I I )ate of Service: 03/09/2000 Client No.: 85229000 Report No.: 0006585 Project No.: 94991457 8901 Carpmm' Frwy., Suite #1~0 Re~ Da~ ~/1~ Client: Transwestem Property Company Project: Attn: James Gaspard 12221 Merit Drive, g450 Dallas TX 75251 Copper Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. SLUMP: Am: VEST METHOD:. CONT~CTOm Butler ConsWaction cot~ct~"T~SUm, Lmm Pioneer PLANT: 29 ~ICA~ON ~~ ~~: 3~ psi ~ 28 Days N/A N/A AS~ C-143 AS~ C-172 AS~ C-39 PROJECT DATA lynx t~.: 9349 1,~,c~t~rv oAx~: 03/0912000 a~~: 4:~m ~sn~: 4:42pm aY: Roy M~tg~e~ W~T~a cot~omoNs: TEMPERATURE (F) - AIR Tm0CKNO: 855 Am cot~rr~rr (~): N/A P~C~ ~A~N: Clear 74 r CONCagr~: 76 F ~c~t~r ~o: 456394 crnrr w~aax C~: N/A SAMPLE LO~ATION: Piers A/11.5, A.3/11.5, B.3/11.5 REPORT OF TESTS ACCUI~OLATIVE YARDS: l0 CYLINDER MARgED SET NO. MEASURED SLUbIP (Inches) I 1 5.00 I 2 5.00 I 3 5.00 1 4 5.00 DAT~ 03/16/2000 03/16/2000 04/06/2000 04/06/2000 MAXlMUM COMPR~IVE AGE LOAD STR~IG~ (da~s) (ro~ roree) 7 124910 4420 7 120430 4260 Average 4340 28 173130 6120 28 169620 6000 Average 6060 F~ACTURE Tedmktan: Roy Montgome~ Report Distribution: 0) Transwesmu Propmy Company (!) O'Brien & ~s__~_'~ ( ! ) Technistmctures, Inc. (1) Butler Cousuucfion ILL (1) City of Coppeli (t) City of coppell I-~ E~g, Inc. Paul D. Smith, P.E. Senior Project Engineer 'l'nis reixxt is cxclusively for the use of the client indLt~---~- above and shah not be re~ ~ ~ ~ without thc vnit~ ~ o(HBC Hagiueea~ag, Inc. Page 1 of I :ONCRETE COMPRES /E STRENGTH TESTO a a~ton 89~1 Carpmt~w Frwy., ~ #1~ )ate of Service: 03/09/2000 Report No.: 0006575 Client No.: 85229000 Project No.: 94991457 Report Date 04/10/2000 Client: Transwestem Property Company Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Project: Coppell Commerce Center 1234 Lakcshore (Bldg. B) Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and east compressive strength samples. SLUMP: ALP.: TEST bl~l'lOD: CO~'P. ACTOR: Butler Construction cot~cax'msUvrLnm: Pioneer ~: 22 ~~ON ~~ ~~: ~ psi ~ 28 Days 5.0" M~ N/A AS~ C-143 AS~ C-172 ASTM C-39 SAMPLE LOCATION: 10.5/J.3 slab-on-grade PROJECT DATA M~X ux: 9349 ~n~c~ UAT~: 03/09/2000 ~a~-a~ T~m: 6:30am "' xmms~: 6:47am sv: Joey Gordon WItTIeR CONDITIONS: TaucIc ~o: 736 nm coN'nmT ('~): N/A PLACEMENT LOCATION: Clear, cool 62 r CONCmrm: 70 TICKZ'r NO: 502785 ut~rr WEmtrr (pc0: N/A B~ikli~ $1ab-o~-gmde $ to 11 ~ M to J$ Sampled from truck. REPORT OF rlT. TS.. ACCUMULATIVE YARDS: CYLINDER MEA~ MAXIMUM COMPRE~IVE MA~g~ SLUMP DnT~ aog ~ s~~ ~~ ~ NO. (~) ~ (~) O~ t~) ~ ~g I 1 6.00 03116/2000 7 105860 3740 I 2 6.00 03/16/2000 7 109680 3880 Average 3810 1 3 6.00 04/06/2000 28 147560 5220 1 4 6.00 04/06/2000 28 154640 5470 Average 5350 This report is exclusively for ~e use of ~he client indicated above and shah n~ be re~ except in full without Ihe written approval of HBC F, ngineering, inc. ,ILL Pa{z 1 of 6 CONCRETE COMPRES VE STRENGTH TEST I I I I Date of Service: 03/09/2000 Report No.: 0006575 Client No.: 85229000 Project No.: 94991457 8901 Ca.,-pznt~r Frwy., Sult~ #1~0 Tezm 75247 Report Date 04/10/2000 Client: Transwestern Property Company Project: Attn: /ames Oaspard 12221 Merit Drive, #450 Dallas TX 75251 Coppeil Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. SLUMP: AIR: TEST METHOD: CONTKnCTOR: Butler Construction CONCRETE SUPPLIER: Pioneer l,~.vr: 22 Sl'~ClFICATION REQ~ STamina: 4000 psi @ 28 Days 5.0" Max N/A ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: 9.8/L.6 slab-on-grad~ PROJECT DATA M~X U~.: 9349 PLACEMENT DATE: 03/09/2000 anTCn X~m: 7:30am 'raise: 7:53am aY: Joey Gordon Clear 64 F CONCRETE: 70 'nc~x ~o: 502795 UNIT WEIGHT (p~f): N/A REPORT OF TESTS ACCUMULATIYE YARDS: 10 CYLINDE~t MEkS~ MAXIMUM COMPRF.~IVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (k~hes) TESTED (day~) 0b~ f~,c~) (psi) TYPE 2 1 6.00 03/16/2000 7 117690 4160 2 2 6.00 03/16/2000 7 116180 4110 Average 4140 2 3 6.00 04106/2000 28 138810 4910 2 4 6.00 04/06/2000 28 141910 5020 Average 4970 HLL Pa~2of6 , CONCRETE COMPRES v'E STRENGTH TESTO Date of Service: 03/09/2000 Report No.: 0006575 Client No.: 85229000 Project No.: 94991457 Client: Transwestem Property Company Project: Attn: James Gaspard 12221 Merit Drive, g450 Dallas TX 75251 Services: Report Date 04/10/2000 Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. SLUMP: AIR: TEST METHOD: CO~rrg~cTOa: Butler Construction CONCRET~ SUPPLIng: Pioneer lq. ANT: 22 SPECl~CATION REQUIREMENTS STaE~aT~: 4000 psi @ 28 Days 5.0" Max N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 8.2/K PROJECT DATA M~X U).: 9349 rz.,k~ nA'r~: 03/09/2000 SAXC~ ~: 8:30am ~s~: 9:01~ s~: J~y~ ~R ~mo~: CI~ ~UCK~: 33 ~m co~ (~): N/A ~~ ~A~ON: r CONCn~'r~: 74 F ~cx~rNO: 502806 uNrr w~IGlrr (~0: N/A Sampled from truck. REPORT OF TESTS ACCUMULATIVE YARD~: 10 CYLINDER MAitJ~D NO. MEASURED MAXIMUM COMP~IVE SLIYMP DATE AGE LOAD STRENGTH FRACTURE 0nd~) TES'r~D (days) Ob~. f~) ~ TYPE 3 I 6.50 03/16/2000 7 98660 3490 3 2 6.50 03/16/2000 7 100920 3570 Average 3530 3 3 6.50 04/06/2000 28 143100 5060 3 4 6.50 04/06/2000 28 140210 4960 Average 5010 ] HLL This report is exclusively for ~e use of ~he client indicated above and shah not be reproduced except in full without Ih~ v~itten apwoval of HBC Bngineedng, Inc. Pa~e 3 of 6 ONCRETE COMPRES E STRENGTH TEST O 8901 Cm'penter Frw~., Suite #100 Date of Service: 03/09/2000 Report No.: 0006575 Client No.: 85229000 Project No.: 94991457 Client: Transwestem Property Company Project: Arm: lames Gaspard 12221 Merit Ddve,//450 Dallas TX 75251 Services: Report Date 04/10/2000 Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. SLUMP: AIR: I'EST METHOD: :OtqTIO, ma: Butler Construction ~ONCRETE SUPPLmR: Pioneer ~: 22 ¢~CA~N ~~ ~~: ~ psi ~ 28 Days 5.0" Max N/A AS~ C-143 AS~ C- 172 ASTM C-39 SAMPLE LOCATION: Building slab-on-grade 7/L.4 PROJECT DATA MXX ~O.: 9349 PLACEME2qT DATE: 03/0912000 BATCH TIME: 10:46am TIME AMPLED: ll:23am nY: Joey Gordon W~RCONDmONS: Partly cloudy TEM~EI~Ttn~E (F)- Am 68 F CONCRETE: 73 F T~UCXt~O: 56 T~C~Er t~O: 474556 Ant CONTE~r (~): N/A uNrr WEIGKr (pal): N/A PLACl~IENT LOCATION: REPORT OF TESTS ACCUMULATIVE YARD~: 10 CYLINDER SET NO. SLUMP DATE AGE LOAD STl~qGTH FRACTURE (incha) TESTED (day~) Obs. farce) (IM) TYPE 4 1 5.50 03/16/2000 7 121840 4310 4 2 5.50 03/16/2000 7 119010 4210 Average 4260 4 3 5.50 04/06/2000 28 129380 4580 4 4 5.50 04/06/2000 28 130890 4630 Average 4610 This report is exclusively for Ihe use of I~ client indical~l above ~nd dali not be relnoduced except in full without Ihe ~ lppovnl of HBC ~,n~ineeting. inc. Page 4 of 6 I EONCRETE COMPRES STRENGTH TEST 8901 Carpenter Frwy., Suite #100 Date of Service: Client No.: Client: 03/09/2000 85229000 Report No.: 0006575 Project No.: 94991457 Report Date 04/10/2000 Transwestem Property Company ARm James Gaspard 12221 Merit Drive,//450 Dallas TX 75251 Project: Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. SLUMP: Al~: T~T METHOD: CONTRACTOR: Butler Construction COm:mvr~smn, l~a: Pioneer PLANT: 22 SPECIFICATION REQUIREMENTS STaZI~Ta: 4000 psi @ 28 Days 5.0" Max N/A ASTM C- 143 ASTM C-172 ASTM C-39 PROJECT DATA MIxI~.: 9349 l~~ OAXZ: 03/09/2000 nnTC~ xa~m: 12:30pm ~s~: l:17pm nY: JoeyGordon WEATHER CONDITIONS: TEMPERA~rRE (F) - Am TRUCK NO: 860 Am co~T~vr (~): N/A PLACEMI~IT LOCATION: Clear 74 F coNcgg'rg: 78 F Ticr. g'r r~: 525372 trsrr wgmn'r ~: N/A SAMPLE LOCATION: 6/J.9 slab-on-grade for building REPORT OF TESTS_. ACCUMULATIVE YARDS: 10 CYLINDER MF. ASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH F~4~CTURE SET NO. (inches) TESTED (day~) 0b~. f~) Cml) TYPE 5 1 7.00 03/16/2000 7 119010 4210 5 2 7.00 03/16/2000 7 119290 4220 Average 4220 5 3 7.00 04/06/2~ 28 146930 5200 5 4 7.00 04/0612000 28 145020 5130 Average 5170 This rep(xt is exclusivcly ~'or thc use of the client indicated above and shall not be repro~ except in full without thc written approval of HBC Engineering, Inc. Pales or6 :ONCRETE COMPRES )VE STRENGTH TEST 8901 Carpenter Frwy., Suite #100 )ate of Service: 03/09/2000 Report No.: 0006575 Client No.: 85229000 Project No.: 94991457 Client: Services: Report Date 04/10/2000 Transwestem Property Company Attn: James Oaspard 12221 Merit Drive, 8450 Dallas TX 75251 Project: Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. SLUMP: Am: TEST METHOD: cowno, croR: Butler Construction CONCRETE SUPPLIER: Pioneer ~n.a~rr: 22 SPECIFICATION REQUmEMENTS sTmm~: 4000 psi @ 28 Days 5.0" Max N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Slab-on-grade M/5.2 PROJECT DATA ~xux: 9349 PLAC~ oA~g: 03/09/2000 BATCR Ta~: l:40pm T~mSaMP~: h59pm sV: Joey Gordon WEATBER CONDmONS: TEblPERATURE (l~ - Am TRUCKNO: 17 Am CONTENT (~): N/A PLACEMENT LOCATION: Clear, warm 75 F CONCRETE: 78 TIcx.~.'r t~o: 525385 u~rr w~m~rr ~t): N/A Sampled from u'uck. REPORT OF TESTS ACCUMULATIVE YARDS: 10 CYLINDER MEASURED MARKED SLUMP SET NO. (blches) 6 1 6.00 6 2 6.00 DATE TESTED 03/16/2000 03/16/2000 MAXIMUM COMPRESSIVE AGE LOAD STREN~ 7 97110 3430 7 100350 3550 Average 3490 6 3 6.00 6 4 6.00 O41O6/2OOO O41O6/2OOO 28 145590 28 141350 Average 5150 5000 5O8O Tedinielan: Joey Gordon Report Distribution: (~) ~w~m,~ Pmlm'ty Company (1) O'Brka & As~x:iates (1) TechnisUuotures, Inc. (!) Butler ~ Starml: 5:00am City of copp~li (1) City of Coppell MnisI~: 4:00pm I-~ E'~g, Inc. Paul D. Smith, P.E, Senior Project Engineer This ~potX is exclusively fo~ flae use of ~he clicat indLe~_Lx'd_ above m~l shall not be reproduced except in full without ~he written approval of HBC EngineerinL Inc. Page 6 of 6