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Northlake 635(3)-LR 980715CONCRETE COMPRI"',SIVE STRENGTH TE? Date of Service: 06/10/1998 Report No.: 981496~ 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: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 3-5% ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 06/10/1998 TIME SAMPLED: 6:40 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR 80 F TRUCK NO: 769 TICK1 AIR CONTENT (%): 3.5 PLACEMENT LOCATION: Paving, west side of Building C SAMPLE LOCATION: 40'N/S, 50'E/W from SWC of Bldg. C REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 1 1 6.50 06/17/1998 7 121360 1 2 6.50 06/17/1998 7 116300 Average 1 3 6.50 07/08/1998 28 145210 1 4 6.50 07/08/1998 28 143770 Average This report is exclusively lbr the use of the client indicated above and sball not be reproduced except in full without the v 01AK Page 1 of 4 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 .97 Report Date 07/15/1998 Business Center II e Rd. & Lakeshone Dr. Texas ed field test and cast BATCH TIME: N/A 'erry L. Smith oudy ONCRETE: 83 F :TNO: 712562 IT WEIGHT (pcf}: N/A ~CUMULATIVE YARDS: 70 COMPRESSIVE STRENGTH (psi) 4290 4110 4200 5140 5080 5110 FRACTURE TYPE itten approval of HBC Engineering, inc. CONCRETE COMPRf ,SIVE STRENGTH TE? Date of Service: 06/10/1998 Report No.: 981496~ Client No.: 52617000 Project No.: 43-245~ Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Coppell Belt Lit 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" 3-5% ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 06/10/1998 TIME SAMPLED: 7:56 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F)-AIR 81 F ( TRUCK NO: 769 TICK] AIR CONTENT (%): 3.5 ub PLACEMENT LOCATION: See page I SAMPLE LOCATION: 55'SAN, 25'E/W from SWC of Bldg. C REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 2 1 5.50 06/17/1998 7 140010 2 2 5.50 06/17/1998 7 136710 Average 2 3 5.50 07/08/1998 28 162550 2 4 5.50 07/08/1998 28 163770 Average A~ This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the ~ 01AK Page 2 of 4 ENGINF_.ER]I~, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/15/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 7:35 am ?erry L. Smith :ONCRETE: 89 F ;T NO: N/A IT WEIGHT (pcf): N/A .'CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 4950 4830 4890 5750 5790 5770 170 FRACTURE TYPE 'itten approval of HBC Engineering, Inc. CONCRETE COMPR r ,SIVE STRENGTH TE? Date of Service: 06/10/1998 Report No.: 981496, Client No.: 52617000 Project No.: 43-245~ Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 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: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" 3-5% ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 eLACEMENT DATE: 06/10/1998 TIME SAMPLED: 9:30 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 85 F TRUCK NO: 763 TiCK AIR CONTENT (%): 3.2 PLACEMENT LOCATION: See page I SAMPLE LOCATION: 80'S/N, 45'E/W from SWC of Bldg. C CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 3 1 5.50 06/17/1998 7 139970 3 2 5.50 06/17/1998 7 134110 Average 3 3 5.50 07/08/1998 28 159650 3 4 5.50 07/08/1998 28 162000 Average Al This report is exclusively tbr the use oftbe client indicated above and shall not be reproduced except in full without the ~ 01AK Page 3 of 4 8901 Carpenter Frwy., Suite gl00 Dallas, Texas 75247 ,97 Report Date 07/15/1998 Business Center II ~e Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCHTIME: 9:13 am ['erry L. Smith :ONCRETE: 89 ~TNO: 712584 IT WEIGHT (pcf): N/A iCUMULATIVE YARDS: 280 COMPRESSIVE STRENGTH (psi) 4950 4740 4850 5650 5730 5690 FRACTURE TYPE itten approval of HBC Engineering, Inc. CONCRETE COMPRI SIVE STRENGTH TE C" . Date of Service: 06/10/1998 Report No.: 981490 Client No.: Client: Services: 52617000 Project No.: 43-2452 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell Belt Lie Coppell Obtain samples of fresh concrete at the placement locations, perform requi: compressive strength samples. PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 06/10/1998 TIME SAMPLED: 10:55 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR 88 F ( TRUCK NO: 845 TICK] AIR CONTENT (%): 3.0 PLACEMENT LOCATION: See page 1 CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 1 6 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP: 5" AIR: 3-5% TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 70'S, 65'E/W from SWC of Bldg. C CYLINDER MEASURED MARKED SLUMP DATE SET NO. {inches} TESTED 4 1 5.75 06/17/1998 4 2 5.75 06/17/1998 4 3 5.75 07/08/1998 4 4 5.75 07/08/1998 REPORT OF TESTS Technician: Terry L. Smith Report Distribution: (1) Lincoln Property Company (I) Butler Construction (I) O'Brien & Associates (I) AECC, Inc. MAXIMUM AGE LOAD (days) (lbs. force) 7 137210 7 139770 Average 28 159990 28 163440 Average 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 07/15/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast Started: 4:00 am Finished: 3:30 pm I-~ (1) City ofCoppcll/Bldg. Insp. (1) City of Coppell/Constr. Insp. (1) Mullen & Powell Technistructures BATCHTIME: 10:30 am 'erry L. Smith oudy IONCRETE: 90 F ;TNO: 712593 IT WEIGHT (pcf): N/A At 2CUMULATIVE YARDS: 370 COMPRESSIVE STRENGTH (psi) This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the w 4850 4940 4900 5660 5780 5720 FRACTURE TYPE -~ Enginee~~.~ Eugene ~our Vice President 'itten approval of HBC Engineering, Inc. 01AK Page 4 of 4 CONCRETE COMPR SIVE STRENGTH'. Date of Service: 06/10/1998 Report No.: 981496~ Client No.: 52617000 Project No.: 43-2455 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell Belt Lit 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: 3500 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 06/10/1998 TIME SAMPLED: 1:42 pm BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR 91 F t TRUCK NO: 845 TICK] Am CONTENT (%): N/A o~ PLACEMENT LOCATION: Columns 22, 23, 26 SAMPLE LOCATION: Column 22 CYLINDER MEASURED MARKED SLUMP SET NO. (inches) I 1 5.50 I 2 5.50 I 3 5.50 I 4 5.50 Technician time on report REPORT OF TESTS DATE TESTED 06/17/t 998 06/17/1998 07/08/1998 07/08/1998 9814966. MAXIMUM AGE LOAD (days) (lbs. force) 7 88690 7 92460 Average 28 109300 28 113840 Average At Technician: Terry L. Smith Report Distribution: (I) Lincoln Property Company (I) Butler Constructiou (I) O'Brien & Associates (1) AECC, Inc. Started: Finished: (I) City ofCoppell/Bldg. Insp. (I) City ofCoppell/Constr. Insp. ( 1 ) M ulleu & Powell Teclmistructures ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 iA Report Date 07/15/1998 -97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 1:40 pm ?erry L. Smith oudy iONCRETE: 90 F ~TNO: 712601 IT WEIGHT (pcf): N/A 2CUMULATIVE YARDS: 60 COMPRESSIVE STRENGTH (psi) 3140 3270 3210 3870 4030 3950 ng, Inc. FRACTURE TYPE Tiffs report is exclusively tbr the use of the client iudicated above and shall not be reproduced except in full without the w Vice President ittcn approval of HBC Engineering, Inc. 01AK Page I of I