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Northlake 635(5)-LR000413CONCRETE COMPRE SIVE STRENGTH TESt Date of Service: Client No.: Client: Services: 03/21/2000 85229000 Report No.: 0007654 Project No.: 9499145~ Transwestem Property Company Atto: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Project: Coppell 1221 S. Coppell, Obtain samples of fresh concrete at the placement locations, perform required strength samples. a div~sk,n of 'lrmmctm 8901 Carp~ter Frwy., gulf. #100 Dallas, Texas 75247 Report Date 04/13/2000 :ommerco Center lelfline (Bldg. A) rexas field test and cast compressive SLUMP: AIR: TEST METHOD: co~a~nc-roR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 23 SPECIfiCATION RgQU]RgM~HTS STRZNGTH: 3000 psi ~ 28 Days 5.0" Max N/A ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: K/8, K/7, K/6 CYLINDER MEASURED MARKED SLIYMP ~ET NO. (inches) 1 1 6.00 1 2 6.00 PROJECT DATA m~x LO.: 9337 PLACEMENT DATE: 03/21/2000 TIME SAM[PLED: 11:30am ~Y: T, WEATHER CONDITIONS: Clear TErm'ZaXTtU~ 0~-~m 70 F CZ TRUCKr~O: 749 TICKE'~ nm coNTm~rr ¢./.): N/A u~ P~ACEMENT LOCATIOt~: 1 3 6.00 1 4 6.00 REPORT OF TESTS Teclmidan: Terry L. Smith Report Distribution: (1) Trmswestem Property Company (1) O~rien & Associatm (1) Techni.~xuctures, Inc. (1) Butler Ccmtmcticm MAXIMUM DATE AGE LOAD TESTED (days) 0hz. forc~) 03/28/2000 7 120970 03/28/2000 7 114970 Average 04/18/2000 28 04/18/2000 28 AD BATCH TIIVI~: lO:lOam ~rry L. Smith gCRETE: 78 F ~o: 475001 r w~IGnx (~c0: N/A Started: Finished: I-~ (1) City of Copp¢ll (1) CUy of copp~ Pa s~ This repc~t is exclusively fc~ the use of the client Indicated above and ~all not be reproduced except in full without the writt~ ~0007653 NJMULATIVE YARDS: 10 ~OMPR.YSSIVE STRENGTH 428O 4070 4180 E~'g, Inc. al D. Smith, P.E. ior Project Engineer , spproval of HBC Engineering. Inc~ 01LL Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: Client No.: Client: 03/21/2000 85229000 Transwestem Property Company Attn: James Gaspard 12221 Merit Drive, g450 Dallas TX 75251 Report No.: 000765 Project No.: 949914 Project: Coppel 1221 S, Coppel Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples. STRENGTH: SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 23 SPECIFICATION REQmREMENTS 3000 psi @ 28 Days 5.0" Max N/A ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: K/8, K/7, K/6 PROJECT DATA M~X I.D.: 9337 PLACEMENT DATE: 03/21/200£ TIME SAMPLED: 1 1:30am BY: WEATHER CONDITIONS: Clea~ TEMPERATURE (F) - AIR 70 F TRUCK NO: 749 TICI~ AIR CONTENT (%): N/A ~ PLACEMENT LOCATION: Pier information and technician time: See Re REPORT OF TESTS A CYLINDER MARKED SET NO. MEASURED MAXIMUM SLUM~ DATE AGE LOAD (inches) TESTED (days) (lbs. force) 1 i 6.00 03/28/2000 7 120970 1 2 6.00 03/28/2000 7 114970 Average 1 3 6.00 04/18/2000 28 I 4 6.00 04/18/2000 28 Technician: Terry L. Smith Started: Finished: Report Distribution: (1) Transwestem Property Company (I) City of Coppell (1) O'Brien & Associates (1) City of Coppell (1) Technistructures, 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 wr 01LL Page 1 of 1 ENGINEERING, INC. a division of~[lilli'~.l~ 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/13/2000 56 Conunerce Center Beltline (Bldg. A) Texas ed field test and cast BATCH TIME: 10:10am Ferry L. Smith :ONCRETE: 78 V eT NO: 475001 Irt WEIGh'T (pa~: N/A ~on #0007653 2CUMULATIVE YARDS: 10 COMPRESSIVE STRENGTH (psi) 4280 4070 4180 FRACTURE TYPE ' En , Inc. aul D. Smith, P.E. mior Project Engineer ~tten approval of HBC Engineering, Inc. CONCRETE COMPR SIVE STRENGTH TE 'F Date of Service: Client No.: Client: 03/28/2000 Report No.: 85229000 Project No.: Transwestern Property Company Project: Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 000837 949914 Coppe[ 1221S. CoppeI Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples. SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 3000 psi @ 28 Days 5.0" Max N/A ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: F/2,F/3, E/3 PROJECT DATA M~X I.~.: 9337 PLACEMENT DATE: 03/28/200C TIME SAMPLED: ll:10am BY: W~AX}mR CO~ITIONS: light ra TEMPERATURE (F) - AIR 71 F ~ TRUCK NO: 346 TICK AIR CONTENT (%): N/A t~ PLACEMENT LOCATION: Pier information and technician time: See R~ REPORT OF TESTS CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 1 1 5.00 I 2 5.00 1 3 5.00 i 4 5.00 DATE TESTED 04/04/2000 04/04/2000 04/25/2000 04/25/2000 MAXIMUM AGE LOAD (days) (lbs. force) 7 127550 7 130040 Average 28 28 a aivision of l~'m:un 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/13/2000 Commerce Center Beltline (Bldg. A) Texas ~d field test and cast BATCH TIME: 10:00am Ferry L. Smith FI :oNcRETE: 76 V STNO: 446015 Irt W~mHT (pc0: N/A ~ort g0008372 :CUMULATIVE YARDS: lO COMPRESSIVE STRENGTH (psi) 4510 4600 4560 FRACTURE TYPE Technician: Terry L. Smith Report Distribution: (1) Tmnswcstem Property Company (1) O'Brien & Associates (1) Technistructures, Inc. (1) Butler Construction Started: (1) City of Coppell (1) City of Coppcll Finished: This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wr I-'I~ En~%g, Inc. Paul D. Smith, P.E. S, ;nior Project Engineer tten approval of HBC Engineering, Inc. 01LL Page 1 of 1 CONCRETE COMPResSIVE STRENGTH TES.' Date of Service: Client No.: Client: 03/30/2000 85229000 Transwestern Property Company Attn: James Gaspard 12221 Merit Drive, 8450 Dallas TX 75251 Report No.: 0008591 Project No.: 9499145 Project: Coppell 1221 S. Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requin compressive strength samples. a division 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/13/2000 ',ommerce Center ~eltline (Bldg. A) Texas field test and cast SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3000 psi @ 28 Days 5.0" Max N/A ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: C.5, C/6, C/4 PROJECT DATA MIX I~.: 9337 PLACEMENT DATE: 03/30/2000 TIME SAMPLED: 12:00pm BY: T WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 70 F C~ TRUCK NO: 749 TICKLE AIR CONTENT (%): N/A rrm PLACEMENT LOCATION: Pier information and technician time: See Rep( REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 1 1 6.00 04/06/2000 7 99670 1 2 6.00 04/06/2000 7 89720 Average 1 3 6.00 04/27/2000 28 1 4 6.00 04/27/2000 28 AC Technician: Terry L. Smith Started: Finished: .['-'L~ Report Distribution: (I) Transwestem Property Company (1) City of Coppell (1) O'Brien & Associates (1) City of Coppell Pa (1) Teehnistructures, Inc. Se~ (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 writ 01LL Page 1 of 1 BATCH TIME: 1 l:00am :rry L. Smith )NCRETE: 72 F NO: 478045 'WEm~rr (pc0: N/A rt 90008590 2UMULATIVE YARDS: 10 2OMPRESSIVE STRENGTH (psi) 3520 3170 3350 ~ing, Inc. ul D. Smith, P.E. flor Project Engineer FRACTURE TYPE en approval of HBC Engineering, inc. CONCRETE COMPRESSIVE STRENGTH TEb f Date of Service: 04/04/2000 Client No.: 85229000 Report No.: 000902 Project No.: 949914 6 ,~ division of lrarmenn 8901 Carpenter Frwy., Suite #100_ Dallas, Texas 75247 Report Date 04/13/2000 Client: Transwestem Property Company Project: Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Services: Coppe[ 1221 S. Coppel Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples. CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3000 psi @ 28 Days SLUMP: 3.0" max Am: N/A TEST METHOD: ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: G.3/1, H/1 MEASURED SLUMP (inches) DATE TESTED 04/1112000 04/1112000 CYLINDER MARKED SET NO. 05/02/2000 05/02/2000 1 1 5.5O 1 2 5.50 Started: (1) City of Coppell (1) City of Coppell PROJECT DATA M~X I.D.: 9337 PLACEMENT DATE: 04/04/200C TIME SAMPLED: l:30pm BY: WEATHER CONDITIONS: Clear T~MPERATURE (~3 - Am 73 F TRUCK NO: 133 Tic~ AIR CONTENT (%): N/A PLACEMENT LOCATION: Pier information and technician time: See Re REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 28 28 7 104880 7 91080 Average 1 3 5.50 1 4 5.50 Technician: Terry L. Smith Report Distribution: (1) Transwestem Property Company (1) O'Brien & Associates (1) Technistructures, Inc. (1) Butler Construction Finished: I-~ This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wr Commerce Center Beltline (Bldg. A) Texas ,d field test and cast BATCIt TIME: 12:20pm Ferry L. Smith :ONCRE'IX: 78 STNO: 530091 WEIGHT (pcf): N/A ~ort ~X)9024 2CUMULATIVE YARDS: 30 COMPRESSIVE STRENGTH (psi) 3710 3220 3470 · , Inc. aul D. Smith, P.E. ;nior Project Engineer FRACTURE TYPE tten approval of HBC Engineering, inc. 01LL Page 1 of 1 CONCRETE COMPI SSIVE STRENGTH TE;ST Date of Service: Client No.: Client: Services: 03/27/2000 Report No.: 85229000 Project No.: Transwestem Property Company Project: Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 00082 94991 Coppe 1221 Copp, Obtain samples of fresh concrete at the placement locations, perform req~ cempressive strength samples. SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3000 psi @ 28 Days 5.0" Max N/A ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: L/5, L/4, L/3, L/2 PROJECT DATA M~X I J>.: 9337 PLACEMENT DATE: 03/27/20( TIME SAMPLED: 2:05pm BY: WEATHER CONDITIONS: Light TEMPERATURE (F)- AIR 56 F TRUCK NO: 746 TII AIR CONTENT (%): N/A PLACEMENT LOCATION: Pier information and technician time: See REPORT OF TESTS CYLINDER MEASURED MARKED SLUMP SET NO. (inches) I I 5.25 1 2 5.25 I 3 5.25 I 4 5.25 MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 04/03/2000 7 100440 04/03/2000 7 97860 Average 04/24/2000 28 04/24/2000 28 Technician: Terry L. Smith Report Distribution: (1) Transwestem Property Company (1) O'Brien & Associates (I) Technistructures, Inc. (l) Butler Construction Started: Finished: (1) City of Coppell (1) City of Coppell This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the v 0ILL Page 1 of 1 a dMsion of]~ff'iW.~l 8901 Carpenter Frwy., Suite #I00 Dallas, Texas 75247 36 456 Report Date 04/13/2000 11 Commerce Center ;. Beltline (Bldg. A) 11, Texas tired field test and cast 0 BATCHTI~IE: l:15pm Terry L. Smith 'ain CONCRETE: 60 t* ~LET NO: 450180 rNIT WEIGHT (pc0: N/A eport #0008235 kCCUMULATIVE YARDS: 10 COMPRESSIVE STRENGTH (psi) 3550 3460 3510 FRACTURE TYPE , Inc. Paul D. Smith, P.E. Senior Project Engineer 'ritten approval of HBC Engineering, Inc.