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Northlake 635(3)-LR 980324'CONCRETE COMP C' SIVE STRENGTH Date of Service: Client No.: Client: 03/13/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980719 Project No.: 43-245~ Project: Coppell Belt Lin Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requit 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- ! 43 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 03/13/1998 TIME SAMPLED: 5:10am BY: J, WEATHER CONDITIONS: Cold, rai TEMPERATURE (F) - AIR 45 F C TRUCKNO: 736 TICKE AIR CONTENT (%): 4.0 UN] PLACEMENT LOCATION: Paving, parking dock between Buildings B & SAMPLE LOCATION: From expan, joint E, 7'W/2'N REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 1 1 5.50 03/20/1998 7 95270 1 2 5.50 03/20/1998 7 90010 Average I 3 5.50 04/10/1998 28 l 4 5.50 04/10/1998 28 AC This report is exclusively for the usc of the client indicated above and shall not bc reproduced except in full without the wri 01AK Page I of 9 -97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 03/24/1998 Business Center II : Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 4:40 am lek Farris DNCRETE: 60 F TNO: 652310 T WEIGHT (pcO: N/A iUMULATIVE YARDS: 40 COMPRESSIVE STRENGTH (psi) 3370 3180 3280 ~cn approval of H. BC Engineering, Inc. ' CONCRETE COMPRr' SIVE STRENGTH Date of Service: Client No.: Client: Services: 03/13/1998 Report No.: 980719 52617000 Project No.: 43-245~ Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell Belt Lin Coppell 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 SAMPLE LOCATION: Froro NE corner, 5'S/6'W CYLINDER MARKED SET NO. PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 03/13/1998 TIME SAMPLED: 7:15 am BY: WEATHER CONDrrIONS: Cloudy TEMPERATURE (F) - AIR 41 F TRUCK NO: 514 TICKI AIR CONTENT (%): 3.0 UN PLACEMENT LOCATION: See page I REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 3 I 5.00 03/20/1998 7 122100 3 2 5.00 03/20/1998 7 120290 Average 3 3 5.00 04/10/1998 28 3 4 5.00 04/10/1998 28 AC This report is exclusively tbr the use of thc client indicated above and shall not be reproduced except in full without the wri 01AK Page 3 of 9 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 03/24/1998 Business Center II e Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCH TIME: 6:45 am ack Farris cold ONCRETE: 60 F ,TNO: 629716 IT WEIGHT (pc0: N/A CUMULATIVE YARDS: 230 COMP~IVE STRENGTH (psi) 4320 4250 4290 FRACTURE TYPE ~en approval of HBC Engineering, Inc. ' CONCRETE COMPRr"SSIVE STRENGTH Date of Service: Client No.: Client: 03/13/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9807191 Project No.: 43-2452 Project: Coppeli Belt Lin Coppell Services: Obtain samples of fresh concrete at the placement locations, perform reqm~ 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 DAT~: 03/13/1998 TIME SAMPLED: 7:50 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 41 F TRUCK NO: 1805 TICKI AIR CONTENT (%): 3.2 UN PLACEMENT LOCATION: See page I SAMPLE LOCATION: From NW comer, 6'S/9'E CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 4 I 5.50 03/20/1998 7 102460 4 2 5.50 03/20/1998 7 105840 Average 4 3 5.50 04/10/1998 28 4 4 5.50 04/10/1998 28 A( Tiffs report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the ~n 01AK Page 4 of 9 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 03/24/1998 -97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 7:25 am ack Farris cold ONCRETE: 60 F :TNO: 652355 [T WEIGHT (pc0: N/A iCUMULATIVE YARDS: 330 COMPRESSIVE STRENGTH (psi) 3620 3740 3680 tten approval of HBC Engineering, Inc. CONCRETE COMPI ' SIVE STRENGTH Date of Service: 03/13/1998 Report No.: Client No.: 52617000 Project No.: Client: Liucoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 980719 43-245; Coppell Belt Lit Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 03/13/1998 TIME SAMPLED: 9:40 am BY: .J WEATHER CONI)ITIONS: Cloudy, CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENaTm 4000 psi ~ 28 Days TEMPERATURE (F) - AIR 47 F ( SLUMP: 5" TRUCK NO: 841 TICKJ AIR: 3-6% AIR CONTENT (%): 3.0 tJ~ TEST METROD: ASTM C-143 PLACEMENT LOCATION: ASTM C- 172 See page I ASTM C-39 SAMPLE LOCATION: From NE corner, 3'S/5'W CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 5 1 5.50 03/20/1998 7 100660 5 2 5.50 03/20/1998 7 105790 Average 5 3 5.50 04/10/1998 28 5 4 5.50 04/10/1998 28 Al This report is exclusively tbr tile use of the client indicated above and shall not be reproduced except in full without thc ~ 01AK Page 5 of 9 ENGINEERING, INC. 8901 Carpenter Frwy., Snite #100 Dallas, Texas 75247 -97 Report Date 03/24/1998 Business Center II te Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 9:16 am ack Farris cold :ONCRETE: 60 F ~TNO: 652382 IT WEIGHT (pef): N/A :CUMULATIVE YARDS: 440 COMPRESSIVE STRENGTH (psi) 3560 3740 3650 FRACTURE TYPE ttcn approval of HBC Engineering, Inc. CONCRETE COMPRr"SSIVE STRENGTH Date of Service: 03/13/1998 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 980719] 43-2452 Coppell Belt Lin Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requll compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STR~NGTm 4000 psi ~ 28 Days 5" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: From SE comer, 6'N/4'W PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 03/13/1998 TIME SAMPLED: 11:10 am BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 47 TRUCK NO: 802 TICK! AIR CONTENT (%): 4.2 UN PLACEMENT LOCATION: See page 1 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 6 1 6.00 03/20/1998 7 72070 6 2 6.00 03/20/1998 7 75260 Average 6 3 6.00 04/10/1998 28 6 4 6.00 04/10/1998 28 A( This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the a 01AK Page 6 of 9 8901 Carpenter Frwy., Suite #100 · Dallas, Texas 75247 -97 Report Date 03/24/1998 Business Center II e Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCH TIME: 10:40 am ack Farris cold ONCRETE: 60 F :T NO: 652402 Fl' WEIGHT (pcO: N/A !CUMULATIVE YARDS: 550 COMPR~IVE STRENGTH (psi) 2550 2660 2610 FRA~U~ TYPE ~n approval of HBC Engineering, Inc. CONCRETE COMPRESSIVE STRENGTH Date of Service: Client No.: Client: Services: 03/i 3/1998 Report No.: 52617000 Project No.: 43-245~-97 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell Belt Lit Coppell 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 P~ANT: 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: 03/13/1998 TIME SAMPLED: 12:40 pm BY: WEATHER CONDITIONS: Cloudy: TEMPERATURE (F) - AIR 49 r C TRUCK NO: 736 TICKI~ AIR CONTENT (%): 4.2 UN PLACEMENT LOCATION: See page ! SAMPLE LOCATION: From SE comer, 15'N/12'W REPORT OF TESTS CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 7 1 5.75 03/20/1998 7 2 5.75 03/20/1998 7 3 5.75 04/10/1998 28 7 4 5.75 04/10/1998 28 MAXIMUM AGE LOAD (days) (lbs. force) 7 98200 7 93030 Average AC This report is exclusively tbr the use of thc client indicated above and shall not be reproduced except in full without thc writ 01AK Page 7 of 9 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 03/24/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 12:00 pm ack Farris cold ONCRETE: 60 F T NO: 652422 · WEIGrIT (PC0: N/A CUMULATIVE YARDS: 620 UOMPRESSIVE STRENGTH (psi) 3470 329O 3380 en approval of HBC Engineering, Inc. CONCRETE COMPRr'SSIVE STRENGTH Date of Service: 03/13/1998 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 980719 43-2452 Coppell Belt Lin Coppeil 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 STR~.NGTH: 4000 psi @ 28 Days 3-6% ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: From SW comer, 10'N/6'E CYLINDER MARKED SET NO. PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 03/13/1998 TIME SAMPLED: 1:55 pm BY: J WEATHER CONDITIONS: Cloudy, TEMPERATURE (F) - AIR 50 F C TRUCK NO: 769 TICK[ AIR CONTENT (%): 4.2 UN: PLACEMENT LOCATION: See page 1 REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 8 1 5.50 03/20/1998 7 74240 8 2 5.50 03/20/1998 7 77570 Average 8 3 5.50 04/10/1998 28 8 4 5.50 04/10/1998 28 AC This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wi'il 01AK Page 8 of 9 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 03/24/1998 -97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 1:17 pm ick Farris :old [}NCRETE: 62 g TNO: 652447 :T WEIGHT (peO: N/A CUMULATIVE YARDS: 730 UOMPRESSIVE STRENGTH (psi) 2630 2740 2690 FRACTURE TYPE o ten approval of HBC Engineering, Inc. 'CONCRETE Date of Service: Client No.: Client: Services: SLUMP: AIR: TEST METHOD: COMPR? SIVE STRENGTH 03/13/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980719! Project No.: 43-2452 Project: Coppell Belt Lin Coppell, Obtain samples of fresh concrete at the placement locations, perform requi~ compressive strength samples.** Butler Construction CONTRACTOR: 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 DATE TESTED 03/20/1998 03/20/1998 04/10/1998 04/10/1998 SAMPLE LOCATION: Started: 3:00 am (I) City ofCoppell/BIdg. Insp. ( I ) City of Coppell/Constr. Insp. From SW corner, 2'N/4'E CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 9 I 5.00 9 2 5.00 9 3 5.00 9 4 5.00 Technician: Jack Farris Report Distribution: (I) Lincoln Property Company (1) Butler Construction (1) O'Brien & Associates (1) AECC, Inc. PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 03/13/1998 TIME SAMPLED: 3:50 pm BY: J~ ENGINF_F_I~ING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 WEATHER CONDITIONS: Cloudy, TEMPERATURE (F) - Am 50 F C TRUCK NO: 373 TICK[ AIR CONTENT (%): 3.0 UN] PLACEMENT LOCATION: See page I REPORT OF TESTS MAXIMUM AGE LOAD (days) (Ib~. force) 7 96450 7 92500 Average 28 28 Finished: 4:30 pm I'~ This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wr AC Report Date 03/24/1998 -97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 3:10 pm tck Farris :old ~}NCRETE: 61 ~'NO: 652469 T WEIGHT (pct'}: N/A UUMULATIVE YARDS: 2OMPRESSIVE STRENGTH (psi) 3410 3270 3340 ;ugene Harbour Vice President 840 FRACTURE TYPE :eh approval of HBC Engineering, Inc. 01AK Page 9 of 9 H6¢_. q~OTlel