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Northlake 635(5)-LR000727 CONCRETE COMPR' ,SIVE STRENGTH Date of Service: 06/27/2000 Report No.: 001678 Client No.: 85229000 Project No.: 949914, Client: Services: Transwestem Property Company Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Project: Coppell 1221 S. Coppell Obtain samples of flesh concrete at the placement locations, perform requi~ compressive strength samples. SLUMP: AIR: TEST METIIOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer I'LANT: 22 SI'ECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days 5.0" Max 3-5% ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: See below PROJECT DATA MIX I.D.: 9351 PLACEMENT DATE: TIME SAMPLED: 5:10am WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 1019 AIR CONTENT (%): N/A PLACEMENT LOCATION: Paving between Buildings A and B 06/27/2000 BY: S Cloudy 72 F o TICKE UNI Sample taken from truck. REPORT OF TESTS AC~ CYLINDER MEASURED MARKED SLUMP DATE AGE SET NO. (inches) TESTED (days) 1 1 6.00 07/04/2000 7 1 2 6.00 07/04/2000 7 I 3 6.00 07/25/2000 28 1 4 6.00 07/25/2000 28 Sample location: 220' N x 40' E from SE MAXIMUM LOAD (lbs. force) 100740 105330 Average 120590 120990 Average corner of bldg. A This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writte~ OILL Page 1 of 4 ENGINEERING, INC. a division 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/27/20O0 Commerce Center Beltline (Bldg. A) Texas :d field test and cast BATCH TIME: 4:50am teve Campbell )NCRETE: 78 F rNO: 615768 T WEIGHT (pcf): N/A ~UMULATIVE YARDS: 10 :OMPRESSIVE STRENGTH (psi) 3560 3720 3640 4260 4280 4270 FRACTURE TYPE approval of HBC Engineering, Inc. CONCRETE COMPRL/ " $IVE STRENGTH TES? Date of Service: 06/27/2000 Report No.: 0016787 Client No.: 85229000 Project No.: 9499145, Client: Transwestem Property Company Project: Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Services: Coppell 1221 S. i Coppell, Obtain samples of fresh concrete at the placement locations, perform requin compressive strength samples. SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days 5.0" Max 3-5% ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: See below PROJECT DATA MIX I.D.: 935 1 PLACEMENT DATE: 06/27/2000 TIME SAMPLED: 5:40am BY: S WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 101 1 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page I Cloudy 72 F O TICKE UNI Sample taken from truck. REPORT OF TESTS AC CYLINDER MARKED SET NO. MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 2 I 6.00 07/04/2000 7 97570 2 2 6.00 07/04/2000 7 100030 Average 2 3 6.00 07/25/2000 28 115180 2 4 6.00 07/25/2000 28 117320 Average Sample location: 210' N x 80' E from SE corner of Bldg. A This report is exclusively for the use of the clieut indicated above and shall not be reproduced except in full without the wri {}ILl. Page 2 of 4 ENGINEERING, INC. a division of lr~rr-~_~n 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/27/2000 ommerce Center leltline (Bldg. A) Texas field test and cast BATCH TIME: 5:15am :eve Campbell )NCRETE: 81 F rNO: 615773 T WEIGItT (pcf): N/A CUMULATIVE YARDS: 10 COMPRESSIVE STRENGTH (psi) 3450 3540 3500 4070 4150 4110 FRACTURE TYPE en approval of HBC Engineering, Inc. CONCRETE COMPREC " SIVE STRENGTH TES " Date of Service: 06/27/2000 Report No.: Client No.: 85229000 Project No.: Client: Transwestem Property Company Project: Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Services: 0016787 9499145 Coppell 1221S. Coppell Obtain samples of fresh concrete at the placement locations, perform requiv compressive strength samples. STRENGTH: SLUMP: AIR: TEST METIIOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 22 SPECIFICATION REQUIREMENTS 4000 psi @ 28 Days 5.0" Max 3-5% ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: See below PROJECT DATA MIXI.D.: 9351 PLACEMENT DATE: TIME SAMPLED: 8:00am WEATHER CONDITIONS: TEMPERATURE (F)- AIR TRUCK NO: 1882 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page 1 Sample taken from truck pump. 06/27/2000 BY: S Cloudy 72 v TICKE UNI REPORT OF TESTS AC CYLINDER MEASURED MAXEMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 3 I 6.00 07/04/2000 7 99550 3 2 6.00 07/04/2000 7 103690 Average 3 3 6.00 07/25/2000 28 116960 3 4 6.00 07/25/2000 28 119290 Average Sample location: 195' N x 50' E form SE corner of Bldg. A 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 3 of 4 ENGINEERING, 1NC. a division of ]~ff"~-~tl 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/27/2000 2ommerce Center 3eltline (Bldg. A) Texas :d field test and cast BATCIt TIME: 7:25am :eve Campbell )NCRETE: 82 rNO: 615790 T WEIGHT (pet): N/A UUMULATIVE YARDS: 10 2OMPRESSIVE STRENGTH (psi) 3520 3670 3600 4140 4220 4180 FRACTURE TYPE :eh approval of HBC Engineering, Inc. CONCRETE COMPREr SIVE STRENGTH TESh Date of Service: 06/27/2000 Client No.: 85229000 Client: Transwestern Property Company Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Report No.: Project No.: Project: 0016787 9499145~ Coppell 1221 S. i Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir~ compressive strength samples. CONTRACTOR: CONCRETE SUPPLIER: Butler Construction Pioneer PROJECT DATA MIX I.D.: 935 1 PLACEMENT DATE: 06/27/2000 a division ofl~rr-~Jaa 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/27/2000 ommerce Center Ieltline (Bldg. A) Texas d field test and cast BATCH TIME: 8:55am PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days SLUMP: 5.0" Max aiR: 3-5% TEST METItOD: ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: See below TIME SAMPLED: 9:30am WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 33 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page 1. Sample taken from truck pump. REPORT OF TESTS CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 4 I 6.00 4 2 6.00 4 3 6.00 4 4 6.00 Sample location: 180' MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 07/04/2000 7 93940 07/04/2000 7 100420 Average 07/25/2000 28 116350 07/25/2000 28 117320 Average N x 100' E from SE corner of Bldg. A Technician: Steve Campbell Report Distribution: (I) Transwestem Property Company (i) O'Brien & Associates (I) Technistructures, Inc. (I) Butler Construction BY: SI partly clc 76 V C( TICKE' UNI' AC~ Started: 3:00am Finished: 12:00pm I'-.C~_~ (1) City of Coppell ( 1 ) City of Coppell This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ! eve Campbell udy ~NCRETE: 82 F ;NO: 615803 WEIGHT (pcf): N/A UMULATIVE YARDS: 10 .'OMPRESSIVE STRENGTH (psi) 3320 3550 3440 4110 4150 4130 FRACTURE TYPE Engineeri~~c. .ugene Harbour Vice President approval of HBC Engineering, Inc. 0ILL Page 4 of 4 CONCRETE COMPRr'3SIVE STRENGTH Date of Service: Client No.: Client: 07/19/2000 Report No.: 85229000 Project No.: Transwestern Property Company Project: Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 001877 949914 Coppel 1221 S, Coppel Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples. PROJECT DATA SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 22 SPECIFICATION REQUIREMENTS STRENGX}I: 4000 psi @ 28 Days 5.0" max N/A ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: See below a division of 1 rarr'4cnn 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 7 Report Date 07/27/2000 56 Commerce Center Beltline (Bldg. A) Texas ed field test and cast mx I.D.: 9349 PtaCEMENT DATV~: 07/19/200(~ BATC~ X~m: 5:30am TIME SAMPLED: 6:30am BY: ~rvin Farris WEATHER CONDITIONS: Clear [ TEMPERATURE (F) . AIR 88 F ~ONCRETE: 86 F TmJCIC NO: 1097 TlCggTNO: 650281 AIR CONTENT (%): N/A PLACEMENT LOCATION: Slab-on-grade (leave-outs) REPORT OF TESTS CYLINDER MEASURED MARKED SLUMP DATE AGE SET NO. (inches) TESTED (days) 1 i 7.00 07/26/2000 7 1 2 7.00 07/26/2000 7 1 3 7.00 08/16/2000 28 1 4 7.00 08/16/2000 28 Sample location: Building A S wing NW corner to 75' E Started: 5:00am (1) City of Coppell (1) City of Coppell Technician: Ervin Farris Report Distribution: (1) Transwestem Property Company (l) O'Brien & Associates (1) Technistructures, Inc. (1) Butler Construction MAXIMUM LOAD (lbs. force) 107910 106680 Average Finished: 7:00am U] HT WEIGHT (pc/): N/A A CCUMULATIVE.YARDS: COMPRESSIVE STRENGTH (ps0 3820 3770 3800 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wt Eugene Harbour Vice President 10 FRACTURE TYPE [tten approval of HBC Engineering, Inc. 01LL Page 1 of 1 t ONCRETE COIMPRE IVE STRENGTH TES? Date of Service: 06/28/2000 Client No.: 85229000 Report No.: 0016888 Project No.: 94991451 Client: Transwestem Property Company Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Project: Coppell 1221 S. Copper Services: Obtain samples of fresh concrete at the placement locations, perform require compressive strength samples. STRENGTH: SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 29 SPECIFICATION REQUIREMENTS 4000 psi @ 28 Days 5" 3-6% ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: See placement location PROJECT DATA MIX I.D.: 9351 PLACEMENT DATE: 06/28/2000 TIME SAMPLED: 4:35am BY: E WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 74 F TRUCK NO: 80 TICKE AIRCONTENT (%): 3.8 UNI PLACEMENT LOCATION: Paving Sample Location: 3' S of first island from E to REPORT OF TESTS AC CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 1 1 5.50 07/05/2000 7 105050 I 2 5.50 07/05/2000 7 101860 Average 1 3 5.50 07/26/2000 28 128910 1 4 5.50 07/26/2000 28 131730 Average This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri 01SDS Page 1 of 4 a division ofl[en-~:~m 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/27/2000 ',ommerce Center '.eltline (Bldg. A) rexas d field test and cast BATCH TIME: 4:08am :vin Farris }NCRETE: 81 F rNO: 611315 WEIGHT (pcf): N/A l, w of NW comer of Bldg A, S wing. CUMULATIVE YARDS: 30 2OMPRESSIVE STRENGTH (psi) 3710 3600 3660 456O 4660 4610 FRACTURE TYPE :ten approval of HBC Engineering, Inc. CONCRETE COMPR $IVE STRENGTH Date of Service: Client No.: Client: Services: 06/28/2000 Report No.: 85229000 Project No.: Transwestem Property Company Project: Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 0016888 9499145, Coppell 1221 S. i Coppell, Obtain samples of fresh concrete at the placement locations, perform requin compressive strength samples. SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 29 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days 5" 3-6% ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: See placement location PROJECT DATA MIX I.D.: 9351 PLACEMENT DATE: 06/28/2000 TIME SAMPLED: 6:00am BY: E WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 75 F CZ TRUCK NO: 8 TICKE' AIR CONTENT (%): 3.9 UNI PLACEMENT LOCATION: See page 1 Sample Location: 10 yards N of island at SE c, REPORT OF TESTS AC, CYLINDER MARKED SET NO. MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 2 1 6.00 07/05/2000 7 101220 2 2 6.00 07/05/2000 7 104540 Average 2 3 6.00 07/26/2000 28 122040 2 4 6.00 07/26/2000 28 122400 Average This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ 01SDS Page 2 of 4 a division of'l~n'msmn 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/27/2000 ommerce Center leltline (Bldg. A) Texas ',d field test and cast BATCH TIME: N/A vin Farris }NCRETE: 84 NO: 611324 WEIGHT (pcf): N/A her of Building B, S wing, 3' E of W curb. 2UMULATIVE YARDS: 120 2OMPRESSIVE STRENGTH (psi) 3580 3700 3640 4320 4330 4330 FRACTURE TYPE en approval of HBC Engineering, Inc. CONCRETE COMPREr $IVE STRENGTH Date of Service: Client No.: Client: Services: 06/28/2000 Report No.: 85229000 Project No.: Transwestern Property Company Project: Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 ENGINEERING, INC. a division 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 0016888 Report Date 07/27/2000 9499145~ Coppell IFommerce Center 1221 S. I~eltline (Bldg. A) Coppell, [I'exas Obtain samples of fresh concrete at the placement locations, perform requir~ compressive strength samples. PROJECT DATA CONTRACTOR: Butler Construction MIX I.D.: 9351 CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 06/28/2000 PLANT: 29 TIME SAMPLED: 7:25am BY: E SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 77 F Cl SLUMP: 5" TRUCK NO: 37 TICKE' AIR: 3-6% AIR CONTENT (%): 3.4 UNI TEST METHOD: ASTM C-143 PLACEMENT LOCATION: See page 1 ASTM C-172 ASTM C-39 Sample Location: Midway between island at around transformer. SAMPLE LOCATION: See placement location REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (iuches) TESTED (days) (lbs. force) 3 I 5.50 07/05/2000 7 102820 3 2 5.50 07/05/2000 7 110140 Average Al 3 3 5.50 07/26/2000 28 119900 3 4 5.50 07/26/2000 28 119290 Average This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wril 01SDS Page 3 of 4 ',d field test and cast BATCH TIME: 6:48am :vin Farris )NCRETE: 87 rNO: 611339 r WEIGHT (pcf): N/A corner of S wing of Bldg B and island UMULATIVE YARDS: 220 :OMPRESSIVE STRENGTH (psi) 3640 3890 3770 4240 4220 4230 FRACTURE TYPE ;eh approval of HBC Engineering, Inc. CONCRETE COMPRE ,3IVE STRENGTH TES Date of Service: 06/28/2000 Client No.: 85229000 Client: Transwestem Property Company Attn: James Gaspard 12221 Merit Drive, #450 Dallas TX 75251 Report No.: Project No.: Project: 0016888 9499145( Coppell( 1221S.E Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir~ compressive strength samples. EBEaNEERI~, II~. a division 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/27/2000 ommerce Center eltline (Bldg. A) Fexas I field test and cast SLUMP: AIR: TEST METItOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 29 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days 5" 3-6% ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: See placement location CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 4 1 6.00 4 2 6.00 PROJECT DATA MIX I.D.: 9351 PLACEMENT OATE: 06/28/2000 TIME SAMPLED: 9:00am BY: El WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 79 F CC TRUCK NO: 1852 TICKET AIR CONTENT (%): 3.9 UNY PLACEMENT LOCATION: See page 1 Sample Location: 10' S of first island from W tr REPORT OF TESTS 4 3 6.OO 4 4 6.00 MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 07/05/2000 7 108830 07/05/2000 7 111960 Average 07/26/2000 28 124100 07/26/2000 28 122400 Average BATCH TIME: 7:50am ~in Farris NCRETE: 85 F 'NO: 644348 WEIGItT (pc0: N/A E of Bldg B, SE comer of S wing. :UMULATIVE YARDS: 310 :OMPRESSIVE STRENGTH (psi) 3850 3960 3910 439O 4330 4360 FRACTURE TYPE Technician: Ervin Farris Report Distribution: (1) Transwestem Property Company (1) O'Brien & Associates (1) Technistructures, Inc. (I) Butler Construction OISDS Started: 3:00am Finished: ll:30am (l) City of Coppell (1) City of Coppell This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writl Page 4 of 4 ,ugene Harbour Vice President ~.n approval of HBC Engineering, Inc.