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Lakeside V2-LR 960515 Maxim T®ch.~ Southwestern Lab~ 2575 Lcx~ St~ Dr. · P.O. Box 224227 DM~s, T~ 75222 TECHNOi(~Gi~$ INC Telepho~,: (214) ~1-2700 FA~ ~14) 920-18~1 REPORT OF CONCRETE COMPRESSIVE STRENGTH CUENT: THE KI~X~ER CO At,n: Jeff Kruegar 100 Kroger Drive Keller. TX 76248 PROJECT NO.: 0903506037 REPORT NO.: 40201 PROJECT: Kroger ~448 DATE OF SER%ICE: 4/17/96 Coppell, TX At/I'HORiT. ATION: John REPORT DATE: 5/15/96 SERVICES: Sample concrete at location of placement, perform required field tests, prepare and test concrete compressive strength specimens. PROJECT DATA CONTRACTOR: David Christopher. Inc. CLASS OF CONCRETE: Mix Number 8273 CONCRETE SUPPUER: TXI DATE OF PLACEMENT: 4/17/96 PLANT: 41 ~IME SAMPLED: 07: 15AH BY: Anthony Lively SI~CIFICATION REQUIREMENTS TEMPERATURE ('F) - A~: 52 CONCRETE: 71 STRENGTH: 4000psi @ 28 DAYS TRUCK NO: 457 ~CKET NO: 572168 SLUMP: 5" Max. NRCONTENT~&): N/A AR: N/A LOCAllON OF PLACEMENT: METHOO OF TEST: ASTH C-39 South end of south park£ng loc- Pour ~2 ASTH C-143 between Grid line A & B REPORT OF TESTS CONCRETE COMPRESS~E STRENGTH - 6 X 12 CYLINDERS CYLINDER MEASURED MAXIMUM COMPRES~VE MARKED SLUMP DATE AGE DL4METER AREA LOAD STRENGTH SET NO. 0nches} TESTED (dsy~) ~n.) [sa.~.} ~bs. force] (~s~ REMARKS i 1 5. OO 4/24/96 7 6. O0 28.27 110120 3890 i 2 5. OO 4/24/96 7 6. O0 28.27 106950 3780 I 3 5. O0 5/15/96 28 6.00 28.27 146650 5190 I 4 5. O0 5/15/96 28 6. OO 28.27 148270 5240 Technici~n: Anthogy Lively Started: 06:30AM Stopped: ll:OOAM Technician Report Of Tests Continued On Page 2 THE I~,OG]a~ CO REPORT NO. 40201 PROJECT i~-'0903506037 PN3E 2 DATE OF SERVICE: 4/17/96 SET NO. 2 REPORT OF CONCRETE COMPRESSIVE STRENGTH (Continued) PROJECT DATA CONTRACTOR: D~vid ~hriscopher, Inc. OLA~ OF CONCRETE: Hix Nua~e= 8273 OONC. AEIE SUPPUER: 'I~T DATE OF PLAC, EMENT: 4/17/96 PLANT: 41 T~E SAM~ ;n: 10: 19A~ BY: Anthony Lively SPEC, FICATiON REQUREMENTS TEMPERATURE ('F) - AIR: 70 CONCRETE: 71 STRENGTH: 4000psi @ 28 DAYS TRUCK NO: 458 'nCKET NO: 572433 ~..UMP: 5" H. ax. NR CONTENT(~): N/A AIR: ~/A LOCAT1ON OF PLACEMENT: METHOD OF TEST: ASTM G-39 South parking loc between Grid Lines A & B ASTM C-143 pour ~2 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYUNDERS CYUNDER MEASURED MAXJMUM COMPRESSIVE MARKED SLUMP DATE AGE DIAMETER AREA LOAD STRENGTH SET NO. finches) TESTED ~davs) Cm.) (sq. in.) (lbs. force) ~s~ REMARKS 2 I 5.25 4/24/96 7 6.00 28.27 95300 3370 2 2 5.25 4/24/96 7 6.00 28.27 100940 3570 2 3 5.25 5/15/96 28 6.00 28.27 134110 4740 2 4 5.25 5/15/96 28 6.00 28.27 133340 4720 Technician: Aritho_ny Lively Scatted: 06:30A.~ Stopped: ll:00AM Technic ian Report Distribution: MAXIM TECH.4OUTHWESTERN LABS (1) TIlE ~IOGER CO (1) David Chriatqdter, InC. (1) City Of C~ell - Eng. Dept. C1) city of Co~LL - BLdg. ~;o~ ect: 1001 LW Our le~ ~ reports ~ ~t~out.me~ppro~ml of the test~.;I I~bom .t~q(,. The u~ ~ .ouFm_ .m.e m~.. r~c~ve_.our .~tten ~..o.~. Ou~ lett .~.,8nd r~_