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Northlake 635(5)-LR000703CONCRETE COMPRE " IVE STRENGTH TES i Date of Service: Client No.: Client: Services: 06/02/2000 Report No.: 85229000 Project No.: Transwestern Property Company Project: Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 0014512 94991456 Coppell C 1221 S. B~ Coppell, ~I Obtain samples of fresh concrete at the placement locations, perform requirec compressive strength samples. SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 22 SPECIFICATION REQUIREMENTS STRESaTH: 4000 psi @ 28 Days 3-5" 3-6% ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: See below PROJECT DATA MIX I.D.: 9351 PLACEMENT DATE: 06/02/2000 TIME SAMPLED: 8:20am BY: Ma WEATHER CONDITIONS: Clear TEMPERATURE (F) - AIR 79 v cot TRUCK NO: 756 TICKET AIR CONTENT (%): 4.6 UNIT PLACEMENT LOCATION: N end of parking lot of bldg. "A" panels #2, 59, ~ Note: Upon arrival Potter Concrete had already REPORT OF TESTS AC( CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 1 1 5.50 06/09/2000 7 100350 1 2 5.50 06/09/2000 7 97530 Average 1 3 5.50 06/30/2000 28 113880 I 4 5.50 06/30/2000 28 116180 Average El This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writtel 01LL Page 1 of 5 a division of lren--'~nn 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/03/2000 >mmerce Center ~'ltline (Bldg. A) exas field test and cast BATCH TIME: 7:48am rio Villanueva ~CRETE: 84 F SO: 566099 WEIGHT (per): N/A ced 280 yards of paving. ;MULATIVE YARDS: 290 ~MPRESSIVE ;TRENGTH (psi) 3550 3450 3500 4O3O 4110 4070 FRACTURE TYPE approval of HBC Engineering, Inc. Report No.: 0014512 Sample location: 160' N, 230' E of NW corner of building "A" This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writte approval of HBC Engineering, Inc. 0ILL Page 2 of 5 CONCRETE COMPREa, 4IVE STRENGTH TES' Date of Service: Client No.: 06/02/2000 85229000 Report No.: 0014512 Project No.: 94991456 Client: Transwestern Property Company Project: Attn: James Gaspard 12221 Merit Drive, g450 Dallas TX 75251 Services: Coppell C 1221 S. B, Coppell, Obtain samples of flesh concrete at the placement locations, perform require compressive strength samples. STRENGTH: SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 22 SPECIFICATION REQUIREMENTS 4000 psi @ 28 Days 3-5" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: See below PROJECT DATA MIX I.D.: 9351 PLACEMENT DATE: TIME SAMPLED: 9:40am WEATHER CONDITIONS: TEMPERATURE (F)- AIR 78 TRUCK NO: 032 AIR CONTENT (%): 5.0 PLACEMENT LOCATION: See page 1 06/02/2000 BY: M~ Clear F CO TICKE~I UNTI REPORT OF TESTS AC( CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED MAXIMUM AGE LOAD (days) (lbs. force) 2 1 5.75 06/05/2000 3 2 2 5.75 06/09/2000 7 2 3 5.75 06/30/2000 28 2 4 5.75 06/30/2000 28 69630 97240 116790 113360 Average This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ/ 0ILL Page 3 of 5 a division of'l~t~ 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/03/2000 9mmerce Center fltline (Bldg. A) 'exas field test and cast BATCH TIME: 8:25am rio Villanueva ~CRETE: 82 NO: 566106 WEIGHT (pcf): N/A UMULATIVE YARDS: 350 OMPRESSIVE STRENGTH (psi) 2460 3440 4130 4010 4070 FRACTURE TYPE m approval of HBC Engineering, Inc. Report No.: 0014512 Sample location: 50' N, 140' E of NW corner of building "A" This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt~ approval of HBC Engineering, Inc. 01LL Page 4 of 5 CONCRETE COMPRE ' JIVE STRENGTH TES' Date of Service: 06/02/2000 Report No.: 0014512 Client No.: 85229000 Project No.: 94991456 Client: Transwestern Property Company Project: Attn: 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 require compressive strength samples. SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 22 SPECIFICATION REQUIREMENTS STP~NGT~I: 4000 psi @ 28 Days 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Panel #80 PROJECT DATA M~X I.D.: 9351 PLACEMENT DATE: 06/02/2000 TIME SAMPLED: ll:10am BY: Mi WEATHER CONDITIONS: Clear TEMPERATURE (F)- AIR 82 F CO TRUCK NO: 846 TICKET Am CONTENT (%): 4.2 v~ PLACEMENT LOCATION: See page I REPORT OF TESTS AC( CYLINDER MEASURED MAX]MU1VI MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) Obs. force) 3 1 5.25 06/05/2000 3 73650 3 2 5.25 06/09/2000 7 88200 3 3 5.25 06/30/2000 28 114400 3 4 5.25 06/30/2000 28 112790 Average a ctivision of llm"'z~rc, n 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/03/2000 ~mmerce Center .qtline (Bldg. A) 'exas field test and cast BATCH TIME: 10:20am rio Villanueva qCRETE: 84 F NO: 566109 WEIGHT (pcO: N/A IMULATIVE YARDS: 380 VIPRESSIVE STRENGTH (psi) 2600 3120 4050 3990 4020 FRACTURE TYPE Technician: Mario Villanueva Started: 7:30am Finished: 12:30pm Report Distribution: (1) Traaswestern Property Company (1) City of Coppell (1) O'Bden & Associates (1) City of Coppell (1) Techaistmctures, Inc. (1) Butler Construction This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt O1LL Page 5 of 5 Vice President ,'n approval of HBC Engineering, Inc. .CONC TE COMPR ST Date of Service: 06/23/2000 Report No.: 0016496 Client No.: 85229000 Pl'oJm No.: 94991456 Client: Transwestern Property Company Proje~: Atto: James Oaspard 12221 Merit Drive, g450 Dallas TX 75251 Coppell £ 1221 S. B Coppell, ~ Services: Obtain samples of fresh concrete at the placement locations, perform requir~ compressive strength samples. CONTR~CTOm Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 22 SI~CIFICATION RFA~R~.M~N'I~ S'rRF3~TH: 4000 psi @ 28 Days SLt~M~: 4-6" Am: N/A ~ ~raOD: ASTM C-143 ASTlVI C- 172 ASTM C-39 ~ LOCATION: 100' E of NE ~omer of bldg. A PROJECT DATA ~xI~.: 9351 TI~~ED: 6:40am BY: Er w~xma~ Cloudy T~mmATU~.Am 75 v co ~~: 114 Am ~ (~ N/A ~~x REPORT OF TESTS AC( CYLINI~R ~ MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) Obs. I I 6.00 06/30/2000 7 77370 I 2 6.00 06/30/2000 7 79330 Avel'a~ 1 3 6.00 07/21/2000 28 1 4 6.00 07/21/2000 28 This relx~ is exclusivc~ foF thc use ~ Ihe clie~ indicated above and shall not be rc~ e2tcePt ia M ~ ~ ~! OILL Pa~e 1 of S ommerc~ Center ~ltline (Bldg. A) ?exas I field t~t and cast BATClt TIM~: 6:00am c Garcia ~ 89 566879 w~r,a,r C~: NtA BIds. A ~TrV'Z Ynmm: 70 Obll'B~S8~ 2740 2810 278O CONCRETE COMPRE qlVE STRENGTH TES Date of Service: 06/23/2000 Client No.: 85229000 Client: Transwestern Property Company Attn: James Gaspard 12221 Merit Drive, 0450 Dallas TX 75251 Report No.: 0016496 Project No.: 94991456 Project: Coppell C 1221 $. B~ Coppell, 3 Services: Obtain samples of fresh concrete at the placement locations, perform require¢ compressive strength samples. SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer 1,LA~r: 22 sPEcnncnanoN STa~aTm 4000 psi @ 28 Days 4-6" N/A ASTM C-143 ASTM C-172 ASTM C-39 PROJECT DATA M~XI.O.: 9351 PLACEMENT DATE: 06/23/2000 TIME SAMPLED: 8:00am BY: Eft w~nxmmco~omoNs: Cloudy TEMI'ERATURE (F) - AIR 75 F CO TRUCK NO: 114 T~CK~T Am com~r (%): N/A PLACEMENT LOCATION: See page I Note: Technician informed foreman of water bei SAMPLE LOCATION: 30' S, 40' E of NE comer of bldg. REPORT OF TESTS AC( CYLINDER MAi~lCl~ SET NO. MEASURED MAXIMUM SLUMP DATE AGE LOAD (laches) TESTED (days) (lbs. force) 2 1 7.00 06/30/2000 7 79080 2 2 7.00 06/30/2000 7 82880 Average 2 3 ' 7.00 07/21/2000 28 2 4 7.00 07/2112000 28 01LL This n~ort is exclusively for Ihe use of the client indicated above and shall not be reproduced except/n full without abe writ~ Page 2of5 ENGINEER~, INC. . division of'lSm-,~mn 8901 Carpente~ Frwy., Suite #100 Report Date 07/0312000 )mmerce Center fltline (Bldg. A) exas field test and cast BATCH TIME: 7:30am Garcia ~cv.~TE: 89 NO: 566895 WEIGItT (la:l): N/A added by his crew. IMULATIVE YARDS: 180 MPRF3$1VE STRENGTH 2800 2930 2870 ~n approval of HBC Engineedng, Inc. CONCRETE COMPRE IVE ST NGTH TES Date of Service: Client No.: Client: Services: I 06/23/2000 85229000 Report No.: 0016496 Project No.: 94991456 Tmnswestem Property Company Attn: James Gaspard 12221 Merit Drive, g450 Dallas TX 75251 Project: Coppell C 1221 S. B Coppell, Obtain samples of fresh concrete at the placement locations, perform require compressive strength samples. SLUMP: AIR: ~ lVl~TIOD: corcr~CTOR: Butler COnstruction CONCRETE SUPPLIER: Pioneer rt~rr: 22 Sr~C~'iCA'lmO~ REQUIREM~-TS STg~OTH: ~ psi ~ 28 Days 4~" N/A ASTM ~ 143 AS~ C-172 AS~ C-39 PROJECT DATA M~X I.O.: 9351 PLACEMENT DATE: TIME SAMI~LED: 9:45am WEATIIER CONDITIONS: T~-~n,~o~-m~ (~3- Am 80 THUC~:~O: 756 Am co~x~x~r (,~): N/A PLACEMENT LOCATION: S~e page I 06/23/2000 Cloudy F CO TICKEr SAMPLE LOCATION: 100' S, 90' E of NE comer of bldg. REPORT OF TESTS ACC CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. fo~ce) 3 1 6.50 06/30/2000 7 85720 3 2 6.50 06/30/2000 7 86030 Average 3 3 6.50 3 4 6.50 07/21/2000 28 07/21/2000 28 This report is exclusively for the use of Ibc client indicated above and shall uot be reproduced except in full without ~he writU 0ILL Page 3 of 5 8901 Carpenter Fr~., Suite ~ Texas 75247 Report Date 07/03/2000 ommerce Center fltline (Bldg. A) 'exas field test and cast BATCH TIME: 8:42am Oarcia qCRETE: ~K) F NO: 566909 W~iG~rr (pcO: N/A UMULATIVE YARDS: 280 Ol~RF. SSIVE STRENGTH 3030 3040 3040 FRACTURE TYPE CONCRETE COMPRE IVE STRENGTH TES'"" Date of Service: 06/23/2000 Client No.: 85229000 Client: Transwestem Property Company Attn: James Gaspard 12221 Merit Drive, 8450 Dallas TX 75251 Report No.: 0016496 Project No.: 94991456 Project: Coppell C 1221 S. B Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requ ¢ compressive strength samples. Jl a division of ~ 8901 Carpenter Frwy., Suite #100 I Report Date 07/03/2000 ommerce Center 'Atline (Bldg. A) ~'xas field test and cast SLUMP: AIR: TEST METHOD: CotcrRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer r~m~r: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days 4-6" N/A ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: 175' S, 30' E of NE comer of bldg. PROJECT DATA M~X I.O.: 9351 PLACEMENT DATE: 06/23/2000 TIME SAMPLED: ll:10am aY: Eri ~~ co~rrloNs: Cloudy TEMPERATURE (F)- Am 83 F col TRUCK NO: 1824 TICKET Am CONTEtCr ('~): N/A uNrr PLACEMENT LOCATION: See page I REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (in~hes) TESTED (days) (lbs. for~) 4 1 5.00 06/30/2000 7 89290 4 2 5.00 06/30/2000 7 86700 Average 4 3 5.00 07/21/2000 28 4 4 5.00 07/21/2000 28 BATCH TIME: 9:55am Garcia ACC Ct CREel'E: 90 F ~;o: 566920 w~oi-rr (l~0: N/A YMULATIVE YARDS: 370 )MPRESSIVE ~TRF~GTH 3160 3070 3120 OILL This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writtel Page 4 o~ 5 m approval of HBC Eagineering, Inc. CONCRETE COMPRFf IVE ST NGTH TES Date of Service: 06/23/2000 Report No.: Client No.: 85229000 Project No.: Client: Transwestern Property Company Project: Attn: James Gaspard 12221 Merit Drive, g450 Dallas TX 75251 0016496 94991456 Coppell C 1221 S. B Coppell, a division of ~ 8901 Carpenter Frwy., Suite #100 DUII~, T~tas 75247 07/03/2000 ommerce Center ~ltline (Bldg. A) 'exas Services: SLUMP: AIR: TF_.ST METHOD: Obtain samples of fresh concrete at the placement locations, perform require compressive strength samples. CONTRACTOR: CONCRETE SUPPLIER: PLANT: SPECIFICATION REQUI~ STgENGTH: 4000 psi @ 28 Days 4-6" N/A ASTM C- 143 ASTM C- 172 ASTM Co39 PROJECT DATA SAMPLE LOCATION: Butler Construction MIX LO.: 9351 Pioneer PLAC~VmNT DATE: 06/23/2000 22 T~ SAMPLED: 12:55pm BY: Er CYLINDER MARKED SET NO. WEATIIER CONDITIONS: TF~O~I~'IZU~ O9 - Am T~UCK No: 1883 Am conTEwr (~): N/A PLACEMENT LOCATION: See page ! See below MEASURED SLUM~ 5 1 6.00 5 2 6.00 5 3 6.00 5 4 6.00 Sample location: 240' Teehnkiam Eric Oarcia (1) Trauswestcm Property Compaay (i) O'Blien & Associates (1) Tec~, Inc. (1) Butler Coaslruc~ion REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (ll~. force) Cloudy 87 w co TICKET 06/30/2000 7 86750 06/30/2000 7 89910 AverAge ACC I field test and cast BATCH TIME: 12:00pm c Oarcia ~ca~w 90 NO: 566934 WEIGHT (peO: N/A UMULATIVE YARDS: 480 07/21/2000 28 07/21/2000 28 C DMPRF3SIVE STRENGTH 3O70 3180 3130 S, 90' E of NE corner of bldg. A Started: 5:00am Finished: 2:45pm (1) City of Coppell (1) City of Coppcil E~ This rc~ is exclusively for Ihe usc of th~ client indicated above and shall not bc reproduced except in full without the writtc FRACTURE TYPE Engin~~'~"~'-~ ~gene Harbour Vice President n approval of HBC Engineering, Inc. Page 5 of 5