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Northlake 635(5)-LR000327coNcRETE COMPRE IVE STRENGTH TES ) Date of Servke: 03/15/2000 Client No.: 85229000 Report No.: Project No.: 0007132 94991457 Report Date 03/27/2000 Client: Transwestem Property Company Project: Atto: James Gaspard 12221 Merit Drive, g450 Dallas TX 75251 1234 Lakeshore (Bldg. B) Coppell, Te_X~ Services: Obtain samples of fresh concrete at the placement locations, perform required field teat and cast compressive strength samples. Am: TEb~T METHOD: CONTRnCrOR: Butler Construction co~ aVt~'L~m Pioneer lq. nlvr: 22 ~CIFICATION REQ~ sa, an~: 4000 psi @ 28 Days 5.0" Max N/A ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLK LOCATION: L.5/1.5 PROJECT DATA ~nx tn.: 9349 PI~C~ DATE: 03115/2000 BATCH'rn~: 4:00am TIME SAMPLED: 4:30am BY: Cn'eg Dim~k WEATHER CONDITIONS: Cloudy TEMI, ERA~(F)-AIR 58 It CONCRETE: 69 F ~ucxi%'o: 853 'nCT, Ft NO: 503087 AIRCON'FENT('~): N/A UNFFWEIGHT(pd): N/A PLACEMENT LOCATION: Slab-oa-pmJe D.3-M/I-$ REPORT OF TES~ Ac~'nv~ YARDS~ 10 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUM~ DATE AGE LOAD S'FRENG~ SET NO. (inches) TESTED (days) (lbs. rot'ce) (pi) I 1 4.50 03/22/2000 7 113670 4020 I 2 4.50 03/22/2000 7 116180 . 4110 Average 4070 I 3 4.50 04112/2000 28 1 4 4.50 04112/2000 28 01LL P~e 1 or7 CONCRF. TE COMPRE IVE STRENGTH TES ) 8~01 Carimtter Fr'w/., Suite fl0e Date of Service: 03/15/2(~ Client No,: 85229000 Report No.: 0007132 Project No.: 94991457 Report Date 03/27/20(R) Client: Transwestern Property Company Project: Atto: James Oaspard 12221 Merit Drive, g450 Dallas TX 75251 CoppeH Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform reqUired field te~t and cast compressive strength samples. SLUMP: Am: TEST METHOD: cotontncto~ Butler Construction CONCREFE SUPPLIER: Pioneer ~ta~rr: 22 SI~ClFIC~TION RI~~ STRE~TH: 4000 psi @ 28 ~ays N/A ASTM C-143 ASTM C-172 SAMIn.E LOCATION: K.5/2 PROJECT DATA MXXLD.: 9349 ttac~ nnT~: 03/15/2000 nx~n:n ~n~n~: 4:40am TIME S~. 5:20am BY: Greg Dimock TEMI*ERA~ ~- AIR TRUCK NO: 108 AIR CONTENT (~): NIA IR. kC~ LOCATION: Cloudy 57 F CONCRETE: 69 ~No: 503097 tmrr w~xcarr (pa): N/A Sampled from Imck. REPORT OF TESTS ACCUMULATI~ Y~: 10 MARKED SLUMP DATE AGE LOAD STRENGTH lm..ACTURK SET NO. (inches) TESTED (da~s) (lb. ferce) (PO TYPE 2 I 5.00 03/22/2000 7 135310 4790 2 2 5.00 03/22/2000 7 137950 4880 Average 4840 2 3 5.00 04/12/2000 28 2 4 5.00 04/12/2000 28 0ILL 3'nis reln~ is exclusively for ll~ use of the client indicaUnl above and shall not be re~ e~ h ~ ~ ~ ~ ~ ~ ~ ~ ~. Page 2o~7 CONCRETE COMPRE IVE STRENGTH TESO Date of Service: 03115/2000 Client No.: 85229000 Report No.: 0007132 Project No.: 94991457 03/27/2000 Client: Transwestern Property Company Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Project: Coppell 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. AIR: ~ METHOD: COSTaACTOm Butler Construction CONCRETE StrPP~-mR: Pioneer Iq. AST: 22 81~FICATION REQUIREMEN~ STan~TH: 4000 psi @ 28 Days 5.0" Max N/A ASTM C- 143 ASTM C-172 ASTM C-39 LOCATION: J/4.5 PROJECT DATA MXXU).: 9349 ~,~~ D~,TE: 03/15/2000 ~t'rc~ Tn~: N/A ~S~.M~O: 6:10am BY: Greg Dianock w~Tlma co~romo~s: TEMPEBA~ Or) - Am raUCg ~O: 747 Am co/ermvr (~): N/A PLACEMENT LOCATION: Cloudy 58 · CONCerto: 70 r ~cs~rNO: N/A uNn' wn~rr (~t): N/A REPORT OF TES ACCUMULATIVE YARD~: 10 CYLINDER bIEASURED MAXIMUM CObHm~J~SSIVE MAD SLUMP DATE AGE LOAD STREIqGTH FRACTURE SET NO. (inchts) TF, ST~D (days) ~ force) (.mi} TY~ 3 I 6.50 03/22/2000 7 112930 3990 3 2 6.50 03/22/2000 7 113080 4000 Average 4000 3 3 6.50 04/12/2000 28 3 4 6.50 04112/2000 28 0ILL Wnis relm~t is exclusively for Ihe use of ~he client indicated above and shall n~ be re~----"~-- excep~ ~ ~ ~ ~ ~ ~ ~ H~ ~ ~' Page 3 or7 CONCRF. TE COMPR IVE STRENGTH TES ) Date of Service: Client No.: 03/15/2000 85229000 Report No.: 0007132 ProJect No.: 94991457 Client: Transwestern Property Company Project: Atto: James Oaspard 12221 Merit Drive, ~450 Dallas TX 75251 Report Date 03/27/2000 Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Obtain samples o(fresh concrete at the placement locations, perform required field test and cast compressive strength samples. co~rm~crom Butler Construction CONCgg'rg stn, tugm Pioneer tt.4~: 22 ~~o~ ~u~ s~o~: ~ psi ~ 28 ~ys 5.0" M~ N/A AS~ C-143 AS~ C-172 AS~ C-39 gAMPLR lOCATION: I/1.5 PROJECT DATA ~.D.: 9349 Pt~c'g~n~ t~g: 03/15/2(X}0 n~TC~ ~n~g: N/A ~m ~ 7:10am BY: Greg Dimock WEATHER CONDITIONS: TEMPlmA~ (F) - Am TRUCK NO: 846 Am CONTENT (~): N/A PLACEMENT LOCATION: Cloudy 59 v cot~urrg: 69 F ~cs~r t~o: 503118 tnvrr wg~ Cam: N/A REPORT OF TF~TS ACCUMULATIVE YARDS: lO CYIJNDER MEASURED MAXIMUM COMPRIBBIVE M~mi~r~ SLUMP DATE AGE LOAD STRENGT~ SET NO. (inch.) TES~rED (d~ys) Obs. fro-ce) (p~ 4 I 6.00 03/22/2000 7 104930 3710 4 2 6.00 03/22/2000 7 109680 3880 Average ~800 4 3 6.00 04112/2000 28 4 4 6.00 04112/2000 28 mILL Page 4 of 7 CONCRETE COMPRE IVE STRENGTH TES0 Dnte of Service: 03115/2000 Report No.: 0007132 Client No.: 85229000 Project No.: 94991457 Report Date 03/27/2000 Cfient: Transwestem Property Company Project: Attn: James Gaspard 12221 Merit Drive, 8450 Dallas TX 75251 Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texu Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. AIR: T~ST METHOD:. CONTRACTOR: Butler Construction CONCRgTESUI~LIER: Pioneer ~q,~rr: 22 SPF, ClFICATION REOU~ STal~TH: 4000 psi @ 28 Days 5.0" Max N/A ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: PROJECT DATA S~XLD.: 9349 lq2tCEMDIT DATE: 03115/2000 ~x~c~ Tn~ N/A Tn~S~m,ED:. 8:20am nY: Greg Dimock TaUCKNO: 1805 Am CONTOrt (,~): N/A PLACEMENT LOCATION: Cloudy 60 w co~ 71 TtC~T NO: 503131 uNrr WElagr (pet): N/A Sampled from ~ruck. REPORT OF TESTS ACCUMULATIVE YARDS: 10 CYLINDER MEASURED I~AXilVlUbl COMPRESSIVE lq~ SLUMP DATE AGE LOAD STRENGTI! FRACTUBE SET NO. (inches) TF,,Vn~ (days) (n~ f~..-~) CmO ~ 5 I 5.50 03/22/2000 7 119840 4240 5 2 5.50 03/22/2(~ 7 125800 4450 Average 43S0 5 3 5.5O 04/1~..0~ 9_8 5 4 5.50 04/12/2000 28 This ~o~t is exclusively for ~he nsc of ~he client ind~--!-~- above and shall not be ~ e~ ~ ~ w~ ~ ~ ~ ~ ~ ~ ~ tILL Page 5 o~ 7 CONCRETE COMPRI IVE STRENGTH a d~vU~m of'lrmr~n:an 8901 Cm'pm~a' grv~., Suite #1# Date of Service: Client No.: Client: 03115/2000 85229000 Report No.: 0007132 Project No.: 94991457 Report Date 03/27/2000 Transwestem Property Company Atto: James Craspard 12221 Merit Drive, 8450 Dallas TX 75251 Project: Coppell Commerce Center 1234 Lake~hore (Bldg. B) Coppell, Texas Ob~in samples of fresh concrete at the placement locations, perform required field te~t and cast compressive strength samples. Am: TEST METHOD: co~~: Butler Construction CONCRETE SUPPLIER: Pioneer lq,,~'T: 22 8PECWIC~TION REQU~ 8TE~Km~: 4000 psi @ 28 Days N/A ASTM C- 143 ASTM C-172 ASTM C-39 $AMi%E LOCATION: Fl4 PROJECT DATA ~LD.: 9349 PLACEMENT DATE: 03115/2000 n~TCn T~m: 9:20am T~SAM~D: 9:50am BY: GregDimock W~Tll~ CONDmONS: Cloudy TE~'~TU~.~ 61 F CON~ 71 F TRUCK~: 7~ ~~: 474712 Am ~ (~): NIA ~ ~o~ ~: N/A ~C~ ~N: REPORT OF TESTS ACCUMI~ATIVE YARDS: 10 CYLINDER MEASURED MAXIMUM COMPRKSSIVE MARB~D SLUMP DATE AGE LOAD STRKIqGTH FRACTURE SET NO. (thebes) TESTED (days) Ob. rot. ce) Cad) TYPE 6 I 5.00 03/22/20(}0 7 116630 4120 6 2 5.00 03/22/2(X}0 7 116180 4110 Average 4120 6 3 5.00 04/12/2000 28 6 4 5.00 04112/2000 28 CONCRETE COMPR IVE STRENGTH TES{ Date of Service: 03/15/2000 Client No.: 85229000 Client: Transwestem Property Company Atto: James G-aspard 12221 Merit Drive, #450 Dallas TX 75251 Report No.: 0007132 ProJect No.: 94991457 03/27/2000 1234 Lakeshore (Bldg. B) CoppeH, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength s~rnples. SLUMP: Am: TEST METHOD: COnTan~m Butler Construction CONCRglX SUPPLIER: Pioneer ln.~rr: 22 8PECWICATION RF~U~ STltla~TH: 4000 psi @ 28 Days 5.0" Max N/A ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: E/2 PROJECT DATA ~ LD,: 9349 PLAC~ DATE: 03/1512000 ~TCH Tn~: 10:20am Ta~~ II:10am BY: OregDimock REPORT OF TESTS ACC'RIMU~TIV~ YAWLS: 10 CYLINDER MEASURED ~ SLUMP 8ET NO. (tndm) 7 I 4.75 7 2 4.75 7 3 4.75 7 4 4.,75 DAT~ 03/22/2000 03/22/2000 04112/2000 04112/2000 MA_~flMUM COMlq/i~F~E AGE LOAD STRENGTH (days) (n~ hree) Cml) 7 116750 4130 7 117320 4150 Average 4140 28 28 Teehnidan: Crreg Dimock Report~~: (i) Transwestau Properly Company (1) O'Bricn & Associates (!) Technistnuxu~es, Inc. (I) Butter CoosUuctio~ Started: 3:00am (1) City of Col~ll (1) City of Col~il Mn/~dml: 12:00pm Paul D. Smith, P.E. Senior Project ~ This report is exclusively for lhe usc of~c client indicated above aad ~ aotl~ rq)mduced e, xcept in full ~ ~he writMa qlproval ofHBC ~ Jar.. PaLe 7 of 7