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Northlake 635(3)-LR 980520CONCRETE COMP IVE STRENGTH Date of Service: 04/21/1998 Report No.: 9810249 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 E Belt Line Coppell,: Services: Obtain samples of fresh concrete at the placement locations, perform require compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days 3-5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/21 / 1998 TIME SAMPLED: 8:30 am BY: M WEATHER CONnlTIONS: Partly cio TEMPERATURE (F) - AIR 53 F CO TRUCK NO: 853 TICKE~ AIR CONTENT (%): 2.0 UNlq PLACEMENT LOCATION: Panels 3-6, 37-55, 62 at Building A SAMPLE LOCATION: Panel 13 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 1 1 4.75 04/28/1998 7 101350 1 2 4.75 04/28/1998 7 103750 Average ! 3 4.75 05/19/1998 28 124970 1 4 4.75 05/19/1998 28 128150 Average Note: Samples taken at pump discharge. AC( £ This report is exclusively for thc usc of the client indicated above and shall not be reproduced except in full without thc wrifl 01AK Page I of 4 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 ~7 Report Date 05/20/1998 usiness Center II Rd. & Lakeshore Dr. ?exas field test and cast BATCH TIME: 8.' I0 am rio Villanueva ~dy NCRETE: 64 F NO: 702593 'WEIGHT (pc0: N/A UMULATIVE YARDS: OMPRESSIVE STRENGTH (psi) 3580 3670 3630 4420 4530 4480 10 FRACTURE TYPE approval of HBC Engineering, Inc. CONCRETE COMPRF SIVE STRENGTH TES Date of Service: 04/21/1998 Report No.: Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Mooll 500 North Akard Street Dallas TX 75201-3394 9810249 43-2452-~ Coppell Belt Lin~ Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform require compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days 3-5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/21/1998 TIME SAMPLED: 9:45 am BY: M WEATHER CONDITIONS: Partly cio TEMPERATURE (F) - AIR 62 F CO TRUCK NO: 853 TICKE'! AIR CONTENT (%): 1.7 VNn PLACEMENT LOCATION: See page I SAMPLE LOCATION: Panel 54 CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 2 1 5.25 04/28/1998 2 2 5.25 04/28/1998 2 3 5.25 05/19/1998 2 4 5.25 05/19/I 998 Note: See page 1 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 96690 7 92730 Average 28 124850 28 129000 Average AC( £ This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ* 01AK Page 2 of 4 ENGINEERIlq3, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 )7 Report Date 05/20/1998 lusiness Center II Rd. & Lakeshore Dr. Fexas d field test and cast BATCH TIME: 9:27 am ~rio Villanueva ady NCRETE: 66 ~ NO: 702603 'WEIGHT (pef): N/A UMULATIVE YARDS: OMPRESSIVE STRENGTH (psi) 3420 3280 3350 4420 4560 4490 110 FRACTURE TYPE :n approval of HBC Engineering, Inc. CONCRETE COMPR.V"xSIVE STRENGTH TEF Date of Service: 04/21/1998 Report No.: 9810249 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 require compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days 3-5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/21/1998 TIME SAMPLED: 11:25 am BY: M WEATHER CONDITIONS: Clear TEMPERATURE (F) - AIR 60 F CC TRUCK NO: 802 TICKE'i AIR CONTENT (%): 1.9 UNY1 PLACEMENT LOCATION: See page I SAMPLE LOCATION: Panel 46 CYLINDER MARKED SET NO. REPORT OF ~TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) Obs. force) 3 1 5.00 04/28/1998 7 98340 3 2 5.00 04/28/1998 7 90180 Average 3 3 5.00 05/19/1998 28 125190 3 4 5.00 05/19/1998 28 123310 Average Note: See page 1 AC( This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writl 01AK Page 3 of 4 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 )7 Report Date 05/20/1998 ;usiness Center II Rd. & Lakeshore Dr. Fexas d field test and cast BATCH TIME: 10:55 am ~rio Villanueva NCRETE: 69 F 'NO: 702612 'WEIGHT (pc0: N/A 'UMULATIVE YARDS: 200 OMPRESSIVE STRENGTH (psi) 3480 3190 3340 4430 4360 4400 FRACTURE TYPE approval of HBC Engineering, Inc. CONCRETE COMPR IVE STRENGTH Date of Service: Client No.: Client: Services: 04/21/1998 Report No.: 9810249 52617000 Project No.: 43-2452-g Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppeli B Belt Line Coppell, Obtain samples of fresh concrete at the placement locations, perform requir~ compressive strength samples.** CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/21/1998 TIME SAMPLED: 12:36 pm aY: M~ WEATHER CONDITIONS: Clear TEMPERATURE (F)-AIR 72 F CO 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 05/20/1998 usiness Center II Rd. & Lakeshore Dr. 'exas I field test and cast BATCH TIME: 12:00 pm trio Villanueva ~CRETE: 73 F SLUMP: AIR: TEST METHOD: SAMPLE LOCATION: N/A ASTM C- 143 ASTM C- 172 ASTM C-39 Panel 38 CYLINDER MARKED MEASURED SLUMP SET NO. (inches) 4 1 5.00 4 2 5.00 4 3 5.00 4 4 5.00 Note: See page 1 Technician: Marlo Villanueva Report Distribution: (i) Lincoln Property Company (I) Butler Construction (I) O'Brien & Associates (I) AECC, Inc. TRUCK NO: 802 AIR CONTENT (%): 1.6 PLACEMENT LOCATION: See page ! DATE TESTED 04/28/1998 04/28/1998 05/19/1998 05/19/1998 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 95110 7 88200 Average 28 118570 28 119240 Average TICKET UNll ACC C Started: 7:30 am NO: 702622 WEIGHT (pc0: N/A UMULATIVE YARDS: 300 DMPRESSIVE STRENGTH (psi) 3360 3120 3240 4190 4220 4210 FRACTURE TYPE (l) City of Coppell/BIdg. Insp. (l) City of Coppell/Constr. Insp. (I) Mullen & Powell Technistructurcs Finished: 2:00 pm .lnc. EB~ne Harbour Vice President This report is exclusively for the use of the cliem indicated above and shall not be reproduced except in full without the writt approval of HBC Engineering, Inc. 01AK Page 4 of 4