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Northlake 635(3)-LR 980415CONCRETE COMP SIVE STRENGTHTM Date of Service: Client No.: Client: Services: 04/06/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980901 Project No.: 43-2452 Project: Coppell Belt Li~ Coppell Obtain samples of fresh concrete at the placement locations, perform requi~ compressive strength samples.** CONTRACTOR: CONCRETE SUPPLIER: PLANT: SPECIFICATION REQUIREMENTS STa~,NaTH: 3500 psi ~ 28 Days SLUMP: AIR: TEST METHOD: SAMPLE LOCATION: CYLINDER MARKED SET NO. Butler Construction Pioneer Concrete 22 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/06/1998 TIME SAMPLED: 8:50 am BY: WEATHER CONDmONS: Partly TEMPERATURE (F) - AIR -97 N/A ASTM C- 143 ASTM C- 172 ASTM C-39 Panel 26 TRUCKNO: 1824 AIR CONTENT (%): N/A PLACEMENT LOCATION: Building A, Panels 20-31 REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) I 1 4.50 04/13/1998 7 99780 1 2 4.50 04/13/1998 7 96400 Average 1 3 4.50 05/04/1998 28 1 4 4.50 05/04/1998 28 ENGINEERII~, INC. 8901 Carpenter Frwy., Snite #100 Dallas, Texas 75247 Report Date 04/15/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 8.' 10 am )amon Elrod oudy 68 F CONCRETE: 76 F ;T NO: 646210 IT WEIGHT (PC0: N/A CUMULATIVE YARDS: 30 COMPRESSIVE STRENGTH (psi) 3530 3410 3470 01AK FRACTURE TYPE TICKI UN A( Tiffs report is exclusively for thc use of the clicnt indicated above and shall not be reproduced except in full without thc wri Page I of 3 ~en approval of HBC Engineering, Inc. 'CONCRETE COMPR: SIVE STRENGTH Date of Service: 04/06/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No,: 980901 Project No.: 43-2452 Project: Coppell Belt Lin Coppell, 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 Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/06/1998 TIME SAMPLED: 10:35 am BY: [ WEATHER CONDITIONS: Partly el TEMPERATURE (F) - AIR 72 v c TRUCK NO: 752 TICK~ AIR CONTENT (%): N/A tm PLACEMENT LOCATION: Building C, Panels 93-102 SAMPLE LOCATION: Panel 93 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 2 1 5.00 04/13/1998 7 89310 2 2 5.00 04/13/1998 7 84530 Average 2 3 5.00 05/04/1998 28 2 4 5.00 05/04/1998 28 Al This report is exclusively for thc use of the client indicated above and shall not bc reproduced except in full without thc wri 01AK Page 2 of 3 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 04/15/1998 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and east BATCH TIME: 9:55 am ~amon Elrod )udy ONCRETE: 78 V TNO: 646220 ',T WEIGHT (pc0: N/A CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3160 2990 3080 130 FRACTURE TYPE tten approval of HBC Engineering, Inc. 'CONCRETE COMPRr SIVE STRENGTH Date of Service: 04/06/1998 Report No.: Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Services: 980901 43-245; Coppell Belt Lin, Coppell, Obtain samples of fresh concrete at the placement locations, perform requlr compressive strength samples.** PROJECT DATA CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete CONCRETE CLASS: PLACEMENT DATE: 9337 04/06/1998 .97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date O4/15/1998 Business Center II ,' Rd. & Lakeshore Dr. Texas ~d field test and cast BATCH TIME: 1:05 pm PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days SLUMP: 5" AIR: N/A TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Panel 102 CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 3 1 4.00 3 2 4.00 3 3 4.00 3 4 4.00 Technician: Damon Elrod Report Distribution: (I) Lincoln Property Company (I) Butler Constmction (l) O'Brien & Associates (I) AECC, Inc. TIME SAMPLED: 12:25 pm BY: E.amon Elrod WEATHER CONDITIONS: Partly cl~)udy TEMPERATURE (F) - AIR 77 F. c~ )NCRETE: 80 F TRVCKNO: 552 TICm~r NO: 646233 AIR CONTENT (%): N/A UNIT WEIGHT (pc0: N/A PLACEMENT LOCATION: Building C, Panels 93-102 REPORT OF TESTS MAXIMUM DATE TESTED 04/13/1998 04/13/1998 05/04/1998 05/04/1998 AGE LOAD (days) (lbs. force) 7 94420 7 89900 Average 28 28 Started: 7:00 am (1) City ofCoppcll/BIdg, lnsp. (1) City ofCoppell/Constr, lnsp. Finished: 2:00 pm I-~ This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wi AC UUMULATIVE YARDS: 2OMPRESSIVE STRENGTH (psi) 3340 3180 3260 230 FRA~URE TYPE Engine.. :~ugene Harbour Vice President ten approval of HBC Engineering, Inc. 01AK Page 3 of 3 'CONCRETE COMPR?3SIVE STRENGTH Date of Service: 03/14/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9807272 Project No.: 43-2452. Project: Coppell Belt Lin~ Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: From NE comer, 5'S/7'W PROJECT DATA CONCRETE CLASS: 9351 PLACr~MENT DATE: 03/14/1998 TIME SAMPLED: 5:55 am BY: WEATHER CONDITIONS: Heavy ra TEMPERATURE (F) - AIR 47 TRUCK NO: 841 TICKE AIR CONTENT (%): 3.0 UN! PLACEMENT LOCATION: Paving dock parking between Buildings B & REPORT OF TESTS CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 1 1 5.50 03/21/1998 1 2 5.50 03/21/1998 1 3 5.50 04/11/1998 1 4 5.50 04/11/1998 MAXIMUM AGE LOAD (days) (lbs. force) 7 92620 7 89620 Average 28 126710 28 119580 Average A( This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ 01AK Page I of 4 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 .97 Report Date 04/15/1998 Business Center II : Rd. & Lakeshore Dr. Texas .~d field test and cast BATCHTIME: 5:31 am Lek Farris in )NCRETE: 60 F rNO: 652510 F WEIGHT (poi): N/A :UMULATIVE YARDS: 50 2OMPRESSIVE STRENGTH (psi) 3280 3170 3230 4480 4230 4360 FRACTURE TYPE :cn approval of HBC Engineering, Inc. CONCRETE COMPI SIVE STRENGTH TE '?I' Date of Service: Client No.: Client: 03/14/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980727 Project No.: 43-245: Project: Coppell Belt Li~ Coppell 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 Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" 3-6% ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 03/14/1991 TIME SAMPLED: 6:55 am BY: WEATHER CONDITIONS: Heavy TEMPERATURE (F) - Am 48 F TRUCK NO: 802 TICK AIR CONTENT (%): 3.2 ur PLACEMENT LOCATION: Sec page I SAMPLE LOCATION: From NE corner, 8'S/10'W REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 2 I 5.00 03/21/1998 7 91330 2 2 5.00 03/21/1998 7 89810 Average 2 3 5.00 04/11/1998 28 123050 2 4 5.00 04/11/1998 28 118170 Average A~ This report is exclusively for thc usc of the client indicated above and shall not be reproduced except in full without thc v 01AK Page 2 of 4 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/15/1998 -97 Business Center II te Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 6:35 am 'ack Farris ain ~'ONCRETE: 61 F STNO: 652517 IT WEIGHT (pcf): N/A ~CUMULATIVE YARDS: 120 COMPRESSIVE STRENGTH (psi) 3230 3180 3210 4350 4180 4270 FRACTURE TYPE ittcn approval of HBC Enginecring, Inc. CONCRETE COMPRe"3SI STRENGTH Date of Service: 03/14/1998 Report No.: 980727~ Client No.: 52617000 Project No.: 43-2452 Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Coppell Belt Lin Coppell, 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 Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STREngTh: 4000 psi ~ 28 Days 5" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 03/14/1998 TIME SAMPLED: 7:45 am BY: J WEATHER CONDITIONS: Heavy rl TEMPERATURE (F) - AIR 48 F C TRUCK NO: 802 TICK[ AIR CONTENT (%): 3.0 UN] PLACEMENT LOCATION: See page 1 SAMPLE LOCATION: From SW comer, 12~N/3'E REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 3 1 5.50 03/21/1998 7 101950 3 2 5.50 03/21/1998 7 106660 Average 3 3 5.50 04/11/1998 28 132020 3 4 5.50 04/11/1998 28 125520 Average AC This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without thc wri 01AK Page 3 of 4 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 .97 Report Date 04/15/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 7:15 am ~ck Farris .in ~)NCRETE: 60 F TNO: 652525 T WEIGHT (peO: N/A CUMULATIVE YARDS: ~OMPRESSIVE STRENGTH (psi) 3610 3770 3690 4670 4440 4560 230 FRACTURE TYPE ~n approval of HBC Engineering, Inc. CONCRETE COMPRr' SIVE STRENGTH Date of Service: 03/14/1998 Report No.: 980727~ Client ]No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project No.: 43-2452 Project: Coppell Belt Lin CoppeH Services: Obtain samples of fresh concrete at the placement locations, perform requi~ compressive strength samples.** CONTRACTOR: CONCRETE SUPPLIER: PLANT: Butler Construction Pioneer Concrete 22 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 03/14/1998 TIME SAMPLED: 8:50 am BY: J 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/15/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 8:25 am ack Farris SLUMP: AIR: TEST METHOD: SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" 3-6% ASTM C-143 ASTM C- 172 ASTM C-39 WEATHER CONDITIONS: Heavy n TEMPERATURE (F) - AIR 46 F C TRUCK NO: 552 TICK~ AIR CONTENT (%): 4.0 UN PLACEMENT LOCATION: See page 1 SAMPLE LOCATION: From SW comer, 20q~/12'E CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 4 1 6.00 03/21/1998 4 2 6.00 03/21/1998 4 3 6.00 04/11/1998 4 4 6.00 04/11/1998 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 95950 7 91400 Average 28 132880 28 129480 Average Technician: Jack Farris Report Distribution: (I) Lincoln Property Company (I) Butler Construction (I) O'Brien & Associates (I) AECC. Inc. AC Started: 4:00 am Finished: 12:00 (1) City of Coppell/Bldg. Insp. ( l ) City of Coppell/Constr. Insp. This report is exclusively ff)r the use of the client indicated above and shall not be reproduced except in full without the wr ,in DNCRETE: 60 F TNO: 652539 X WEiGrrr (pc0: N/A CUMULATIVE YARDS: 350 COMPRESSIVE STRENGTH (psi) 3390 3230 3310 4700 4580 4640 gugene Harbour Vice President F~URE TYPE ,~en approval of HBC Engineering, Inc. 01AK Page 4 of 4