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Northlake 635(3)-LR 980727· CONCRETE COMPRC'SSIVE STRENGTH TE T Date of Service: 06/26/1998 Report No.: 981662 Client No.: 52617000 Project No,: 43-2451 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 placement locations, perform requ compressive strength samples. SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: l 6 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days 5" max N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 eLACEMENT DATE: 06/26/199~ TIME SAMPLED: 6:45 am BY: WEATHER CONDITIONS: Clear, TEMPERATURE {F)- AIR 81 F TRUCK NO: 1882 TIC AIR CONTENT (%): N/A u~ PLACEMENT LOCATION: Paving, north and east of Building A, 225' sc to center of north face of bldg. and approacl SAMPLE LOCATION: 15'W/l 5'S from fire hydrant REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) I 1 5.50 07/03/1998 7 109660 1 2 5.50 07/03/1998 7 104750 Average 1 3 5.50 07/24/1998 28 124100 1 4 5.50 07/24/1998 28 129530 Average Note: Concrete delayed about one and a half hours. This report is exclusively lbr the use of the client indicated above m~d shall not be reproduced except in full without the 01AK Page I of 4 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 4 Report Date 07/27/1998 L97 Business Center II te Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCH TIME: N/A )can Martin dndy 2ONCRETE: 93 F ETNO: 712617 liT WEIGHT (pcf): N/A uth from NE corner of bldg. to north approach 20' west of Belt Line to 50' west of Belt Line CCUMULATIVE YARDS: 60 COMPRESSIVE STRENGTH (psi) 3880 3700 3790 4390 4580 4490 FRACTURE TYPE ritten approval of HBC Engineering, Inc. CONCRETE COMPRr"3SIVE STRENGTH TE ITM Date of Service: 06/26/1998 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: 981662 43-245'. Coppel Belt Li~ Coppel 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" max N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 06/26/199~ TIME SAMPLED: 7:32 am BY: WEATHER CONDITIONS: Sunny, TEMPERATURE (F)-AIR 80 F ~ TRUCK NO: 845 TICK AIR CONTENT (%): N/A u~ PLACEMENT LOCATION: See page I SAMPLE LOCATION: See below REPORT OF TESTS A CYLINDER MEASURED MAXIMUM MARKED SL[~MP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 2 1 5.50 07/03/1998 7 95740 2 2 5.50 07/03/1998 7 93420 Average 2 3 5.50 07/24/1998 28 119360 2 4 5.50 07/24/1998 28 120290 Average Sample location: 57'N from fire hydrant and tO'E from W end of pav This report is exclusively ibc the use of the client indicated above aud shall not be reproduced except in full without the 01AK Page 2 of 4 ENGINEERR~, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 4 Report Date 07/27/1998 ~-97 Business Center II ~e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 7:10 am Dean Martin ~vindy :ONCRETE: 90 F ~TNO: 712623 liT WE1GHT (pc0: N/A UCUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3390 3300 3350 4220 4250 4240 Lng. 120 FRACTURE TYPE ritten approval of HBC Engineering, Inc. .CONCRETE COMPR r SIVE STRENGTH Date of Service: 06/26/1998 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 981662, 43-245~ Coppell Belt Lit Coppell 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 Concrete PLANT: 1 6 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" max N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 27'S from NEC of bldg., 30'W/E end 97 ENGINEERII~, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/27/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast CONCRETE CLASS: 9351 PLACEMENT DATE: 06/26/1998 TIME SAMPLED: 9:25 am BY: 1Dean Martin WEATHER CONDITIONS: Sunny, ~vindy TEMPERATURE (F)-AIR 86 F (~ONCRETE: 91 TRUC~NO: 8115 TlCmI~TNO: 712633 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page 1 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 3 I 6.50 07/03/1998 7 97950 3 2 6.50 07/03/1998 7 93420 Average 3 3 6.50 07/24/1998 28 117490 3 4 6.50 07/24/1998 28 114320 Average BATCH TIME: 8:40 am Note: Water added by others; technician notified superintendent. U~ This report is exclusively lbr the usc ol'the client indicated above and shall not be reproduced except in full without the v IT WEIGHT (pcf): N/A 7CUMULATIVE YARDS: 210 COMPRESSIVE STRENGTH (psi) 3460 3300 3380 4150 4040 4100 FRACTURE TYPE ritten approval of HBC Engineering, Inc. 01AK Page 3 of 4 .CONCRETE COMPR ' SIVE STRENGTH Date of Service: Client No.: Client: SLUMP: AIR: TEST METHOD: 06/26/1998 526 ! 7000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 981662~ Project No.: 43-2452 Project: Coppell Belt Lit Coppell Services: 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" max N/A ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 45'N from NE corner of bldg. CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 4 I 6.00 07/03/1998 4 2 6.00 07/03/1998 4 3 6.00 07/24/1998 4 4 6.00 07/24/1998 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 06/26/1998 TIME SAMPLED: 11:25 am BY: WEATHER CONDITIONS: Sunny, TEMPERATURE {F) - AIR 91 F TRUCK NO: 768 TICK1 AIR CONTENT (%): N/A uN PLACEMENT LOCATION: See page I REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 98720 7 95300 Average 28 119040 28 123370 Average AC Technician: Dean Martin Report Distribution: ( I ) Lincoln Property Compauy (I) Butler Construction (I) O'Brien & Associates (I) AECC, Inc. Started: 3:00 alii Finished: 2:00 pm I-~ (1) City ofColq~ell/Bldg. Insp. (1) City of Coppell/Constr. Insp. (1) Mullen & Powcll Techuistmctures This report is exclusively Ibc tile use of the client indicated above and shall not be reproduced except in full without tile wr -97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/27/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 10:35 am )eau Martin vindy ONCRETE: 91 F :T NO: 712642 IT WEIGHT (pcf): N/A :CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3490 3370 3430 4210 4360 4290 300 '~ gine~~nc. .~ En Eugene Harbour Vice President FRACTURE TYPE tten approval of HBC Engiueering, Inc. 01AK Page 4 of 4 .CONCRETE COMPRr 3SIVE STRENGTH TE"'Y Date of Service: 06/29/1998 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 43-245', Coppel Belt Li~ Coppel Services: Obtain samples of £resh 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: 06/29/1992 TIME SAMPLED: 5:30 am BY: WEATHER CONDITIONS: Clear, I: TEMPERATURE (F)-AIR 82 F t TRUCKNO: 410 TICK AIR CONTENT (%): 3.6 ur PLACEMENT LOCATION: Paving; see attached diagram SAMPLE LOCATION: Same REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches} TESTED (days) (lbs. force) 1 1 4.50 07/06/1998 7 107670 A 1 2 4.50 07/27/1998 28 130980 I 3 4.50 07/27/1998 28 136940 Average This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the 01AK Page 1 of 4 ENGINF_~, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/29/1998 L97 Business Center II ~e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 5:23 am )croon EIrod ght wind ~'ONCRETE: 90 F ETNO: 712660 liT WEIGHT (pcf}: N/A 2CUMULATIVE YARDS: 60 COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 3810 4630 4840 4740 'itten approval of HBC Engineering, Inc. · CONCRETE COMPRr"SSIVE STRENGTH TE T Date of Service: 06/29/1998 Client No.: 52617000 Client: Lincoln Property Colnpany 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 981678 Project No.: 43-2451 Project: Coppel Belt Li~ Coppel 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: 06/29/199~ TIME SAMPLED: 7:20 am BY: hVEATHER CONDITIONS: Cloudy TEMPERATURE (F)- AIR 83 ~ , TRUCK NO: 5 5 1 TICl~ AIR CONTENT (%): 3.5 t~t PLACEMENT LOCATION: Paving; see attached diagram SAMPLE LOCATION: Same REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 2 1 4.50 07/06/1998 7 105670 2 2 4.50 07/27/1998 28 142000 2 3 4.50 07/27/1998 28 140020 Average This report is exclusively for thc use of the client indicated abovc and shall not be reproduced except in lull without the 01AK Page 2 of 4 ENGINEERRqG, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 4 Report Date 07/29/1998 ~,-97 Business Center II le Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 7:05 am Damon Elrod light wind 2ONCRETE: 90 F ET NO: 712668 liT WEIGHT (pc0: N/A ECUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3740 5020 4950 4990 150 FRACTURE TYPE ritten approval of HBC Eagineering, Inc. ,CONCRETE COMPRr' ,SIVE STRENGTH Date of Service: Client No.: Client: 06/29/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 981671 Project No.: 43-245 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: 4000 psi ~ 28 Days 5" 3-6% ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 06/29/1998 TIME SAMPLED: 8:35 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR 85 F ( TRUO< NO: 512 TICK: AIR CONTENT (%): 3.7 u~ PLACEMENT LOCATION: Paving; see attached diagram SAMPLE LOCATION: Same REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 3 1 5.00 07/06/1998 7 90110 Al 3 2 5.00 07/27/1998 28 101930 3 3 5.00 07/27/1998 28 105790 Average This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without tbe, 01AK Page 3 of 4 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 07/29/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: N/A )amon Elrod oudy, light wind :ONCRETE: 91 F ~TNO: 712680 IT WEIGHT (pc0: N/A ~CUMULATIVE YARDS: 250 COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 3190 36O0 3740 3670 itten approval of HBC Engineering, Inc. · CONCRETE COMPR? SIVE STRENGTH TE? Date of Service: Client No.: Client: 06/29/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 981678, Project No.: 43-2452 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: l 6 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi (~ 28 Days 5" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Same CYLINDER MEASU RED MARKED SLUMP SET NO. (inches) 4 I 4.50 4.50 4.50 4 2 DATE TESTED PROJECT DATA CONCRETE CLASS: 9351 eLACEMENT DATE: 06/29/1998 TIME SAMPLED: 10:00 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR 87 F TRUCK NO: 410 TICKI AIR CONTENT (%): 3.7 tIN PLACEMENT LOCATION: Paving; see attached diagram REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 07/06/1998 7 07/27/1998 28 07/27/1998 28 90720 123310 121170 Average Al Technician: Damon Elrod Report Distribution: (I) Lincoln Property Company (I) Butler Construction (I) O'Brien & Associates (I) AECC, Inc. Started: 3:30 am Finished: I 1:00 ( 1 ) City of Coppell/Bldg. lusp. (1) City ofCoppell/Constr. Insp. (I) Mulleu & Powcll Technistructures This report is exclusively lbr the use of the client indicated above and sball not be reproduced except in full without the w~ ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 07/29/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 9:34 am )amon Elrod oudy, light wind ONCRETE: 92 F :TNO: 712687 IT WEIGHT (pcf): N/A :CUMULATIVE YARDS: 320 COMPRESSIVE STRENGTH (psi) FRACTURE TYPE 3210 436O 4290 4330 _~ Engin~.~nc. Eugene Harbour Vice President itten approval of HBC Engineering, Inc. 01AK Page 4 of 4 \