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Freeport NIP(4)-LR 960111 ?02 01-30-§6 II'I2AM FROM WEST"'~CKER¥ BLDG ~ TECHNOLOglIS CUENT: INC Joe S&ndereon Vicker~ PI~OJECT~ Kt~ Design #5001 · r~ecc No. 9SOS1 Mmdm T~'h. ~louthw~tmn ~ Telephone: (8~ 7) 284-7766 FAX: (81 ~ 600-1420 REPORT OF CONCI:tETE COMPRESSIVE STRENGTH lq,.OJNCTNO.: 1103505469 I~I,OI~TNO.: 507150 DATE OF~RV;E: AUTHORI~.A~ON: REPORT DATE: 1/11/96 C~~R: ~Kck Mix Concrete CON~ttTE 8UPI~LIE~; ~lck Mix Concrete Pt. ANT: ~R~ON REG~IR~S S~OTH: 30~Op~i · ~8 DAYS ~OO OF TEST: j ~ C-39 ~ C-143 I CYUND~ Mg~D B~ DA~ A~ I 2 4!.00 11/09/95 7 ~ 3 41.00 X~/30/95 26. : % 4 4i. o0 1~/30/9s 28 LI._~prI'IONAL C_OMM[~NT[ $: PROJECT DATA CLASS OF CONCRETE: Mix 5001 DATE Of PLAC~t, IB4T: 11/02/9S TIME SAMFt. EO: O]: 001~ BY: Brian Kaeten 11~RA~ TRUCK NO: 254 LO~ATION OF PLACEMENT: Tom REPORT OF TESTS CONCRETE COMPREg~VE STRENGTH · 0 X 12 CYLINDERS MAXIMUM COMPRESSIVE DIAM~ER AREA LOAD STItlNGTH ~.OO 26.2'7 1.30(;60 4~20 6.00 28.27 135390 4'/90 6.00 26.2'T 167120 5910 $.00 28.~7 161490 S?lO ~EMARK8 Report Of 1~lts Continued On Psge 2 01-~0-§~ tl'I2^MFROM ~Od R¥$t:sa 88-0£-t0 PflOJEOT REPORT OF TEST6 (COl,Vt ! nullt) REPORT NO, SET NO, I ~DDITIONAL COMMirMI~ CO. YD. L'~IIVALENT 470 1840 I~. 1372 Lb. T~tkdlfl: SrAan lr~ezen Started: O;:30PM Stopped: 04:30M4 Rof~ofl Otgtrlb.'JOn: (2} ~UICI( MiX C~IClITi lOOt MAXIM TECH. · ~OUTHWE~I'ERN LAB~ T 01-30-96 ll'I2AM FROM ~I~r~ICKERY BLDG ~¥8I;~0 9§-0~-I0 TIC#NOLOGIIS INC PO4 CUENT: CONCRETE COMPRESSIVE 8TREN(3TH Atte~,ticm: ~oe Sm',de=~on FOr~:. Worth, TX 76116 F~OJEOT: Mix ~emign - S501 p~rc,~act No. 9508~ PROJEGTNO.: ~t0350S469 REPORTNO.: 507151 OAI~OF~: 11/02/95 AUTHQ~ZAT~N: ' 'l'elt co~pr¢~e£ve strength specimens pz~a~ed tO confirm lt=engv, h propeztiee of,the mix design. CQNll~CTO~: ~F~CK M~C CO~CRET~ CONCRETE 8UPPUL~: ~i~M Mix C~crece ~EN~: ~S~.i · 28 DAYS SLU~: 5" M~. PROJECT DATA CL~$8 OF CONCRETE: Mix NO. 5501 DATE OF-PkACEMENT: 11/02/95 ~UGK NO: ~A~ON ~ ~~: CYUNDER MEASURED ~UMP DAT~ AGE ~ s..O0 t~/09/9s 2 5~00 1~/09/95 7 ~DD~ONALC, OMMf~rI: CONORETE COMPREI. tlVE ~r'REN~TH - e! x 12 CYUNDER6 MAX~UM COMPRE~WE DIAMETER ARE~ LOAD STRENGTH ~.) _Madam- *-_M~/m~- ~ - 6.00 28,27 141890 5020 G,00 28.27 136590 '4900 $.00 28.29 178830 6250 6.00 26.2? 177960 6290 RepOrt Of Teltl Continued On Page 2 01-30-96 ll'I2AM FROM WE~"~:'ICKER¥ BLDG QUICK MIX D*T~ oF sLaw(m= ~1./02/95 REPQI~' NO. PA~ 2 lit NO. i PO5 507151 REPORT OF 'T'EGT8 ((:ontv,,M) ADDITION&L COMMIINTI CU. YD. I~<]IVALBNT 517 L~. X940 1333 L~. TeQh~en: 5rl~n Kaocen SCarred: 02:3OPM Sto~ed: 04:001~ Repocl Dlotrlbmlon: (~) QUICK R~X CQflCIETE MAXIM TE~.I. · 8OUTHWEGTERN I. ABE 01-30-96 ll'12AM FROM ~E[~'~ICKER¥ BLDG TICHNOLOGIES INC ,,,¥ PO6 Fc, f~ Worth. Texls 1'511B-71~3 FAX: (e171 Sle-1420 REPQRT OF CONCRETE COMPRESSIVE STRENGTH CUENT: PROJECT; ~lx DeGi~n- 6001 PgoJect ~o. 9S081 PROJEC? NO.: 11035054,6~' RD'ORT NO.: S07152 D&TE OF SERVICE: 1Z/02/96 AUTHORIZATION: REK)RT DATE: 12/06/95 CONCRETE 8UP~dE~: QO~C~: MZX CO~ fLiNT: Percale s*rR~m: 400opsi · 28 DAYS M~THODOFT~8T: ~Tl~ C-31 & C-39 PROJECT .DATA C~.A~ OF GON(:M'T~ 6001 DATE O1' PI. ACiMINT: 11/02/95 'film SAMPLED: 03: 2SPM BY: ~.~:La,n. ICJe'r. en 'TIMP~I~TUR~ (oF) - AIR: TRUClC NO: 2S4 LOCATION OF tiix IMsSgn #6002 on Job m~d Cylinders made at Tom Thumb (Report REPORT OF TESTS COMCRIT~ COMPRESSIVE STREN~rrH - O X 12 CYI,.INDER$ MF.A~RK SLUMP DATE AO~ DIAMETEN AREA LOAD STRENOTIq 3.50 2.1/09/95 7 6.00 28.27 176990 6260 3.50 1'1/09/95 7 6.00 28.27 2.81980 6440 3.50 11/30/95 28 6.00 28.2'7 1982S0 '/0lO 3.$0 11/30/95 28 6.00 28.27 197890 ?0O0 · ~?~rrIONAL coMMEMTI: Report Of ~stm Continued On Page c~..~ )oclac'qj. n [ sOS ao%~aoqrl uaO%lamq%noS ~ ~ :G~ 01-30-96 ll'12AM FROM WEt~'~VICKERY BLDG PO7 f'lqOdEC1' ,1~0. 1103505460 OATI OF Sff. J~Ci: REPORT NO. PA0£ 2 507152 REPORT OF TEET~ CCo~tl.u~d) AI]~mON~L eDMMllq3'I IVlA*FL'RZA2~ Cement 1" I~3CN Sand STAX~AR~ SETTZ'~ CU. Y~. A~,~T~EI~ A~TM C150 564 ~. 564 ~. ~ C33 4 3/4 ~n. 18¢0 ~ C33 3 zn. 1295 tOOl MAXIM TEGH. · 80UTHWESTERN ~