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Northlake 635(2)-LR 970603Msx TECHNOLOGIES INC CLIENT: PROJECT: REPORT OF CONCRETE COMPRESSIVE STRENGTH Lincoln Property Co. 500 N. AKARD, SUITE 3300 ATTN: LARRY MOON Dallas, TX 75201 PROJECT NO.: 0903 REPORT NO.: 1163: COPPELL BUSINESS CENTER DATE OF SERVICE: WRANGLER DR AND BELTLINE RD AUTHORIZATION: COPPELL TX REPORT DATE: 6/( PAGE 1 OF 2 SERVICES: Test compressive strength specimens prepared in conjunct: inspection. CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: PIONEER PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3000psi @ 28 DAYS SLUMP: 5" METHOD OF TEST SAMPLING: ASTM C-172 MOLDING & CURING: ASTM C31 SLUMP: ASTM C143 TEMPERATURE: ASTM C-138 AIR CONTENT: ASTM C173 UNIT WEIGHT: N/A CAPPING/PADS: ASTM C617 TESTING: ASTM C39 CYLINDER MARKED SET NO. 2 3 4 DATE AGE TESTED {days} 5/13/97 7 5/13/97 7 6/03/97 28 6/03/97 28 PROJECT DATA MIX DESIGN NUMBER: 933' DATE OF PLACEMENT: 5/( TIME SAMPLED: 08: 402~[ TEMPERATURE (DagF) - AIR: TRUCK NO: 491 MEASURED SLUMP (in.): 5. AIR CONTENT(%): 1.0 LOCATION OF PLACEMENT: Panel ~46 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM COMPRESSIVE DIAMETER AREA LOAD STRENGTH (in.) {sq.in.) (lbs. force} (osi~ FI 6.00 28.27 105210 3720 6. O0 28.27 107300 3790 C( 6.00 28.27 134310 4750 C( 6.00 28 · 27 128370 4540 C¢ Technician: Ronnie Lauderdale Technician Report Of Tests Continued On Page 2 m Tach. ·Southwestem Labs 75 Lone Star Dr. · P.O. Box 224227 Ddlee. Texae 75222 Telephone: (214) 631-2700 FAX: (214} 920-1891 605034 ~9 i/06/97 tgoing )3/97 .on with concrete r )6/97 BY: Ronnie Lauderdale ,8 CONCRETE: 78 TICKET NO: 382885 ~0 UNIT WEIGHT(pcf): N/A IACTURE TYPE REMARKS ,., )NE )NE ~E & SPLIT Our letters ~ reports ~e for the exclusive u~e of the client to whom they ~re ~:ldre~sed ~_.a?.__s~?l not ..b~_,re~4:~._od~ ~ ex~ in f~l with~ t~ ap~ov~ of t~ t~t:~ I~lto~. T~ ~ of ~ ~e m~ r~lve ~ wrl~ ~, ~ m ~ ~ r~ 1001 LW ~ly ~ tO ~ s~p~ t~t~ ~/or i~, ~ ~e ~t i~ic~ve of ~ q~tit~ ~ ~ ~ ~ ~i~l~ m~.