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Northlake 635(3)-LR 980723CONCRETE COMPRE oSIVE STRENGTH TES Date of Service: Client No.: Client: 07/15/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9818118 Project No.: 43-2452. Project: Coppell Belt Li~ Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requil compressive strength samples. STRENGTH: SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 5" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 07/15/1998 TIME SAMPLED: 6:55 am BY: WEATHER CONDITIONS: Clear, TEMPERATURE (F) - AIR 88 F ( TRUCK NO: 1843 TICK AIR CONTENT (%): 3.7 Ur PLACEMENT LOCATION: Paving, parking in front of Building B SAMPLE LOCATION: See a~ached diagram REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 1 '- '---i--- 6.50 07/22/1998 7 106700 1 2 6.50 07/22/1998 7 107960 Average 1 3 6.50 08/12/1998 28 I 4 6.50 08/12/1998 28 Note: All trucks slumped by technician; as concrete was being pla¢ added water at their discretion. 01AK This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the Page I of 3 ENGINF. ERII~, RqC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 ¸97 Report Date 07/23/1998 3usiness Center II i Rd.-& Lakeshore Dr. Texas ed field test and cast BATCH TIME: 6:30 am lrian Otis arm :ONCRETE: 100 F ~T NO: N/A !IT WEIGHT (pcf): N/A :CUMULATIVE YARDS: 90 COMPRESSIVE STRENGTH (psi) 3770 3820 3800 FRACTURE TYPE ,d, finishers written approval of HBC Engineering, Inc. 4 ONCRETE COMPR _r SIVE STRENGTH Date of Service: 07/15/1998 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 981811 43-245~ Coppell Belt L~ 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: 16 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: 07/15/1998 TIME SAMPLED: 8:30 am BY: WEATHER CONDITIONS: Clear, TEMPERATURE (F) - AIR 90 F TRUCK NO: 1854 TICK AIR CONTENT (%): 3.5 UI~ PLACEMENT LOCATION: See page 1 SAMPLE LOCATION: See attached diagram REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 2 1 5.25 07/22/1998 7 99690 2 2 5.25 07/22/1998 7 102420 Average 2 3 5.25 08/12/1998 28 2 4 5.25 08/12/1998 28 Note: See page 1 This report is exclusively for tbe use of the client indicated above and shall not be reproduced except in full without the 01AK Page 2 of 3 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/23/1998 .97 Business Center II [e R~'. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 8:04 am 3tiaA Otis 'arm ?ONCRETE: 96 V gT NO: N/A 1T WEIGHT (PC0: N/A ?CUMULATIVE YARDS: 190 COMPRESSIVE STRENGTH (psi) 3530 3620 3580 FRACTURE TYPE 'itten approval of HBC Engineering, Inc. CONCRETE COMPResSIVE STRENGTH Date of Service: Client No.: Client: Services: 07/15/1998 Report No.: 9818111 52617000 Project No.: 43-2452 Lincoln Property Company 3300 Lincoln Plaza/Larry Mooll 500 North Akard Street Dallas TX 75201-3394 Project: Coppell Belt L~ Coppell Obtain samples of fresh concrete at ~he placement locations, perform requi compressive strength samples. STRENGTH: SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 5" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENTDATE: 07/15/1998 TIME SAMPLED: 9;55 am BY: WEATHER CONDITIONS: Clear, TEMPERATURE (F) - AIR 90 F TRUCK NO: 1854 TIC~ AIR CONTENT (%): 3.8 UP PLACEMENT LOCATION: See page 1 SAMPLE LOCATION: See below REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 3 1 5.75 07/22/1998 7 101160 3 2 5.75 07/22/1998 7 96740 Average 3 3 5.75 08/12/1998 28 3 4 5.75 08/12/1998 28 Sample location: Southernmost approach on Belt Line leading to Note: See page 1 Technician: Brian Otis Report Distribution: (1) Lincoln Property Company (t) Butler Construction (1) O'Brien & Associates (!) AECC, Inc. Started: 4:00 am Finished: 11:30 (1) City ofCoppell/Bldg. Insp. (1) City ofCoppell/Constr. Insp. (I) Mullen & Powell Technistructures This report is exclusively for tile use of the client indicated above and shall not be reproduced except in full without the 01AK Page 3 of 3 ENGINF_F_RING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/23/1998 -97 Business Center II ~ R~. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 9;09 am ~rian Otis 'arm .~ONCRETE: 98 F ET NO: N/A IIT WEIGHT (pcf): N/A A ?CUMULATIVE YARDS: 270 COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 3580 3420 3500 BuiLding A. Vice President ;ritten approval of HBC Engineering, Inc.