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Northlake 635(3)-LR 980814 ONCRETE COMPRk N. SIVE STRENGTH Date of Service: 07/30/1998 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 98200, 43-245: Coppel Belt Li~ Coppel Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples. CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP: 5" AIR: N/A TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 935 1 PLACEMENT DATE: 07/30/1991~ TIME SAMPLED: 4:55 am BY: WEATHER CONDITIONS: clear TEMPERATURE (F)-AIR 83 F TRUCK NO: 551 TICI~ AIR CONTENT (%): N/A tlr PLACEMENT LOCATION: Fire lane and parking on west side ofbuildin 305'-380' SAMPLE LOCATION: 355'N ofS approach/100'W Bldg face CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 1 1 5.25 08/06/1998 7 98270 I 2 5.25 08/06/! 998 7 100220 Average 1 3 5.25 08/27/1998 28 1 4 5.25 08/27/1998 28 A This report is exclusively tBr the use of the client indicated above and shall not be reproduced except in full without the 01AK Page I of 3 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 08/14/1998 -97 Business Center II le Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 4:35 am 2ddie Elrod ~ONCRETE: 90 F ~.T NO: 732774 liT WEIGHT (pcf): N/A D from south approach going north CUMULATIVE YARDS: 90 COMPRESSIVE STRENGTH (psi) 3480 3540 3510 FRACTURE TYPE 'itten approval of HBC Engineering, Inc. CONCRETE COMPI*ar' SIVE STRENGTH Date of Service: 07/30/1998 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 982004 43-245: Coppel Belt Li~ Coppel Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples. CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTU: 4000 psi ~ 28 Days SLUMP: 5" AIR: N/A TEST METHOD: ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 405'N ofS approach/110'W Bldg face PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 07/30/199~ TIME SAMPLED: 6:15 am BY: WEATHER CONDITIONS: clear TEMPERATURE (F)- AIR 84 F ~ TRUCK NO: 512 TiCK AIR CONTENT (%): N/A u~ PLACEMENT LOCATION: See page 1 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 2 I 6.25 08/06/1998 7 92890 2 2 6.25 08/06/1998 7 106950 Average 2 3 6.25 08/27/1998 28 2 4 6.25 08/27/1998 28 OIAK This report is exclusively fbr tile use of the client indicated above and shall not be reproduced except ill full without the Page 2 of 3 ENGINEERING, R,,IC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 08/14/1998 Business Center II ~e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 6:00 am Eddie EIrod :ONCRETE: 88 F CT NO: 732783 tiT WEIGHT (pc0: N/A UCUMULATIVE YARDS: 180 COMPRESSIVE STRENGTH (psi) 3280 3780 3530 FRACTURE TYPE ritten approval of HBC Engineering, Inc. CONCRETE COMPRI SIVE STRENGTH Date of Service: 07/30/1998 Report No.: 982004 STRENGTH: SLUMP: AIR: TEST METHOD: Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 43-245~ Coppe[ Belt Lit Coppel Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples. CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer PLANT: 16 SPECIFICATION REQUIREMENTS 4000 psi @ 28 Days 5" N/A ASTM C- 143 ASTM C~172 ASTM C-39 SAMPLE LOCATION: CYLINDER MARKED SET NO. 445'N of S approach/130'W Bldg lace PROJECT DATA CONCRETE CLASS: 935 1 PLACEMENT DATE: 07/30/1998 TIME SAMPLED: 6:40 am BY: WEATHER CONDITIONS: clear TEMPERATURE (F)-AIR 84 F TRUCK NO: 551 TICI~ AIR CONTENT (%): N/A tlr PLACEMENT LOCATION: See page I MEASURED SLUMP (inches) ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 08/14/1998 Business Center II te Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 6:20 am 2ddie Elrod 2ONCRETE: 89 ET NO: 732788 lIT WEIGHT (pcf): N/A 3 I 6.25 3 2 6.25 3 3 6.25 3 4 6.25 Technician: Eddie Elrod Report Distribution: ( l ) Lincoln Property Company ( l ) Butler Construction ~ I ) O'Brien & Associates (I) AECC, Inc. REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 08/06/1998 7 88600 08/06/1998 7 91230 Average 08/27/1998 28 08/27/1998 28 Started: 3:00 am Finished: 9:00 am (I) City of Coppcll/Bldg. Insp. ( I ) City ofCol~pell/Constr. Insp. ( 1 ) Mullcn & Powell Technistructures This report is exclusively lbr the use of the client indicated above and shall not be reproduced except in lull without the x~ A COMPRESSIVE STRENGTH (psi) 3130 3230 3180 2CUMULATIVE YARDS: 230 ~ Enginee Eugene Harbour Vice President FRACTURE TYPE ritten approval of HBC Engineering, Inc. 01AK Page 3 of 3 CONCRETE COMPR SIVE STRENGTH Date of Service: 07/16/1998 Client No.: 52617000 Report No.: 9818231 Project No.: 43-245; -97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 08/14/1998 Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Services: SLUMP: AIR: TEST METHOD: Coppell Belt Lit Coppell Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples. CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: E.5 to D.2 MEASURED SLUMP (inches) PROJECT DATA CONCRETE CLASS: PLACEMENT DATE: 9349 07/16/1998 TIME SAMPLED: 7:25 am BY: WEATHER CONDITIONS: Sunny TEMPERATURE (F) - AIR 82 F TRUCKNO: 739 TICi AIR CONTENT (%): N/A up PLACEMENT LOCATION: Leaveouts REPORT OF TESTS CYLINDER MARKED SET NO. 1 1 5.00 1 2 5.00 1 3 5.00 1 4 5.00 Technician: Darrin Phillips Report Distribution: (1) Lincoln Property Company (1) Butler Construction (l) O'Brien & Associates (l) AECC, Inc. Business Center II .e Rd. & Lakeshore Dr. Texas 'ed field test and cast MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 07/23/1998 7 106990 07/23/1998 7 102390 Average 08/13/1998 28 124990 08/13/1998 28 125890 Average Started: 6:00 am BATCH TIME: 7:06 am A Finished: 8:00 am ~ (1) City of Coppell/Bldg. I nsp. (1) City of Coppell/Constr. Insp. (!) Mullen & Powell Technistructures This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the ~a )arrin Phillips Clear :ONCRETE: 84 F ;T NO: 112034 lIT WEIGHT (pc0: N/A UCUMULATIVE YARDS: 30 COMPRESSIVE STRENGTH (psi) 3780 3620 3700 4420 4450 4440 Eugene Pd[rbour Vice President FRACTURE TYPE ritten approval of HBC Engineering, Inc. 01TM Page I of 1 .CONCRETE COMPR SIVE STRENGTH TE?I' Date of Service: 07/15/1998 Report No.: 981811 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 Coppel] 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" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 935 l PLACEMENT DATE: 07/15/1998 TIME SAMPLED: 6;55 am BY: WEATHER CONDITIONS: Clear, TEMPERATURE (F) - AIR 88 F TRUCK NO: 1843 TlCi AIR CONTENT (%): 3.7 t~ PLACEMENT LOCATION: Paving, parking in front of Building B SAMPLE LOCATION: See attached diagram CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 1 I 6.50 07/22/1998 1 2 6.50 07/22/1998 I 3 6.50 08/12/1998 I 4 6.50 08/12/1998 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 106700 7 107960 Average 28 120550 28 125190 Average Note: All trucks slumped by technician; as concrete was being plac added water at their discretion. This report is exclusively tbr the use oftbe client indicated above and shall not be reproduced except in full without the x~ 01AK Page I of 3 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 08/14/1998 .97 Business Center II ~e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 6:30 am 3rian Otis ,arm ~'ONCRETE: 100 F ET NO: N/A lit WEIGHT (pc0: N/A CUMULATIVE YARDS: 90 ;OMPRESSIVE STRENGTH (psi) 3770 3820 3800 4260 4430 4350 d, finishers FRACTURE TYPE ritten approval of HBC Engineering, Inc. CONCRETE COMPI SIVE STRENGTH TE?I' Date of Service: 07/15/1998 Report No.: 981811 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 Services: Obtain samples of fresh concrete at the placement locations, perform requ 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: 07/15/1991 TIME SAMPLED: 8:30 am BY: WEATHER CONDITIONS: Clear, TEMPERATURE (F)-AIR 90 F TRUCK NO: 1854 AIR CONTENT (%): 3.5 PLACEMENT LOCATION: See page I SAMPLE LOCATION: See attached diagram CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (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 126860 2 4 5.25 08/12/t998 28 131110 Average Note: See page 1 This report is exclusively fbr the use of thc 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 8 ~--97 Coppel Business Center II Belt Li ~e Rd. & Lakeshore Dr. Coppel 1, Texas red field test and cast BATCH TIME: 8:04 am 3rian Otis ~arm 2ONCRETE: 96 V TIC ET NO: N/A U] ~IIT WEIGHT (pet): N/A ,6 CCUMULATIVE YARDS: 190 COMPRESSIVE STRENGTH (psi) 3530 3620 3580 4490 4640 4570 ritten approval of HBC Engineering, Inc. Report Date 08/14/1998 FRACTURE TYPE · CONCRETE COMPRr"sSIVE STRENGTH TE-e"F Date of Service: 07/15/1998 Report No.: 98181 Client No.: 526! 7000 Project No.: 43-24' Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Coppel Belt Li~ Coppel Services: Obtain samples of fresh concrete at the placelnent locations, perform requ compressive strength samples. SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: ! 6 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: 07/15/199~ TIME SAMPLED: 9:55 am BY: WEATHER CONDITIONS: Clear, TEMPERATURE (F) - AIR 90 F TRUCK NO: 1854 TIC: AIR CONTENT (%): 3.8 U] PLACEMENT LOCATION: See page 1 SAMPLE LOCATION: See below CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 3 1 5.75 3 2 5.75 3 3 5.75 3 4 5.75 Sample location: Note: See page 1 REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 07/22/1998 7 101160 07/22/1998 7 96740 Average 08/12/1998 28 113260 08/12/1998 28 115720 Average Southernmost approach on Belt Line leading to Bui Technician: Brian Otis Report Distribution: (1) Lincoln Property Company (l) Butler Construction (I) O'Brien & Associates (1) AECC, Inc. Started: 4:00 am Finished: 11:30 ~ (1) City ofCoppell/Bldg. Insp. (I) City ofCoppell/Constr. Insp. (1) Mullen & Powell Technistructures This report is exclusively for the use of the client indicated above and sball not be reproduced except in full without the v 01AK Page 3 of 3 ENGRqEEPdNG, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 08/14/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast i BATCH TIME: 9:09 am Brian Otis larm 2ONCRETE: 98 F ET NO: N/A ~IIT WEIGHT (pc0: N/A CCUMULATIVE YARDS: 270 COMPRESSIVE STRENGTH (psi) 3580 3420 3500 · 4010 4090 4050 lding A. FRACTURE TYPE C En~c Eugen~ Harbour Vice President 'ritten approval of HBC Engineering, Inc.