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Northlake 635(2)-LR 970522 (2)Maxi~ 257 TECHNOLOGIES INC CLIENT: PROJECT: REPORT OF CONCRETE COMPRESSIVE STRENGTH Lincoln Property Co. 500 N. AKARD, SUITE 3300 ATTN: LARRY MOON Dallas, TX 75201 COPPELL BUSINESS CENTER WRANGLER DR AND BELTLINE RD COPPELL TX PAGE 1 OF 3 PROJECT NO.: 0903( REPORT NO.: 11685 DATE OF SERVICE: 5 AUTHORIZATION: Ch REPORT DATE: 5/2 SERVICES: Test compressive strength specimens prepared in conjuncti 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 C1064 AIR CONTENT: ASTM C173 UNIT WEIGHT: N/A CAPPING/PADS: ASTM C617 TESTING: ASTM C39 CYLINDER MARKED DATE SET NO. TESTED 1 1 5/22/97 1 2 5/22/97 1 3 6/12/97 28 PROJECT DATA MIX DESIGN NUMBER: 9337 DATE OF PLACEMENT: 5/1 TIME SAMPLED: 06: 1SAM TEMPERATURE (DegF) - AIR: 7 TRUCK NO: 122 MEASURED SLUMP (in.): 6.5 AIR CONTENT(%}: 1.0 LOCATION OF PLACEMENT: Panel #34 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM COMPRESSIVE AGE DIAMETER AREA LOAD STRENGTH (days) (in.) (sq.in.) {lbs. force) (psi) FR 7 6.00 28.27 83360 2950 CO 7 6.00 28.27 82740 2930 CO 6/12/97 28 Technician: Ronnie Lauderdale Technician Report Of Tests Continued On Page 2 n Tech. · Southwestern Labs 5 Lone Star Dr. · P.O. Box 224227 Dallas, Taxas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 ~05034 3 /15/97 ~rlie 2/97 Dn with concrete 5/97 BY: Ronnie Lauderdale CONCRETE: 79 TICKET NO: 376722 UNIT WEIG HT(pcf): N/A ACTURETYPE REMARKS Our lettera m~d re;orta me for the exclusive uee of the client to w~om they I~e addre*~ed ar~ at~l not be. reg_.r~d.u~.~ d except in Lincoln Property Co. PROJECT NO. 0903605034 DATE OFSERVICE: 5/15/97 REPORT OF CONCRETE COMPRESSIVE STRENGTH (Cont i hued) 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 C1064 AIR CONTENT: ASTM C173 UNIT WEIGHT: N/A CAPPING/PADS: ASTM C617 TESTING: ASTM C39 CYLINDER MARKED DATE SET NO. TESTED PROJECT DATA MIX DESIGN NUMBER: 9337 DATE OF PLACEMENT: 5 / 1 TIME SAMPLED: 07:5 TEMPERATURE (DegF) - AIR: 6 TRUCK NO: 398 MEASURED SLUMP (in.): 5 AIR CONTENT(%): 1.0 LOCATION OF PLACEMENT: Panels # 25, 26, 27 Sampled @ panel #23 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM COMPRESSIVE AGE DIAMETER AREA LOAD STRENGTH {daysI {in.) (sq.in.) {lbs. force) (psi) FF 2 1 5/22/97 7 2 2 5/22/97 7 2 3 6/12/97 28 6.00 28.27 98550 3490 CC 6.00 28.27 98620 3490 C¢ 2 4 6/12/97 28 Technician: Ronnie Lauderdale Technician Report Of Tests Continued On Page 3 REPORT NO. 116853 PAGE 2 OF 3 SET NO. 2 5/97 BY: Ronnie Lauderdale 9 CONCRETE: 79 TICKET NO: 376743 O 20 ACTURE TYPE REMARKS NE NE Our latter~ and report~ m'e fez the excluaive ule of the client to whom they are eddre~ed and shell not be. rel?.rod,u¢ ed except in Lincoln Property Co. PROJECT NO. 0903605034 DATE OF SERVICE: 5/15/97 REPORT OF CONCRETE COMPRESSIVE STRENGTH (Cont i nued) 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 C1064 AIR CONTENT: ASTM C173 UNIT WEIGHT: N/A CAPPING/PADS: ASTM C617 TESTING: ASTM C39 CYLINDER MARKED DATE SET NO. TESTED PROJECT DATA MIX DESIGN NUMBER: 933' DATE OF PLACEMENT: 5 / i TIME SAMPLED: 10: 33AM TEMPERATURE (DegF) - AIR: TRUCK NO: 296 MEASURED SLUMP (in.): 5. AIR CONTENT(%): 1.0 LOCATION OF PLACEMENT: Panels ~80, 89, 83, Sampled @ 84, 83 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM COMPRESSIVE AGE DIAMETER AREA LOAD STRENGTH (days) {in.) {sq.in.) (lbs. force) (psi) 3 1 5/22/97 7 6.00 28.27 104790 3710 C( 3 2 5/22/97 7 6.00 28.27 104650 3700 C( 3 3 6/12/97 28 3 4 6/12/97 28 Technician: Ronnie Lauderdale Technician Report Distribution: (,~ u.ool...o,~, co. MAXIM TE( m SUTLE. CONST,UCnON ,NCO,.. {1} BROCK~-DA~D~E. INC. {1} THE Cl~ OF COPPE~ {1} THE Cl~ OF CO.ELL (1) O'BRIEN ASSOCIATES. INC. ~1} A.E.C.C. O~ I~m ~ r~o~ ~ ~ t~ ~x*l~i~ ~ *~ t~ ~1~ to whom t~ full witho~ t~ appzovll of t~ t~ti~ laboriteS. T~ ~ of o~ n~e 1 O01 LW ~ply only to t~ sample t~t~ ~/or i~cted, ~ ire not i~icetive of t~ qu~titi~ of apparently ide~icM or REPORT NO. 116853 PAGE 3 OF 3 SET NO. 3 .5/97 BY: Ronnie Lauderd&le 7 CONCRETE: 73 TICKET NO: 375266 )0 UNIT WEIGHT(pcf): N/A 17, 16, 18, 19 1ACTURE TYPE REMARKS )NE )NE H' .SOUT .~ Bx~cken, B.S. Ch.e.. .o~ect Manager except in ,imil~' productl.