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Freeport NIP(3)-LR 950828REPORT NO.: PROJECT: LOCATION: 25 Craftmade Slab - 325'S, 130'W of NE building corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSIONTEST REPORT 2317.2 J~ NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 08/28/95 3000 PSI 70/320 yds ~CH~CT~NGINEER; Gromatzky Dupree and Associates SAMFI. ED BY: CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY ORDER OF: 09/25/95 09 / 04 / 9 SORER NUMBER; F. Palmer Client (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-26.2~ SCI. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER CM082801 CM082802 103,700 119,600 7 28 3670 4230 Does comply with Specification 4200 CM082803 117,900 28 4170 METHOD OF CURING: FIELD DAYS, ~RATOSY FROM 1 08/29/95 TEMPERATURE: AMBIENT 8 2 'F MM 9 2 'F. AIR CONTENT ~ME OF SAMP~: 07: 40 AM~' ~E OF ~CR~E: TXI FINE AGGREGATE: COARSE AGGREGATE: WATEFb CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY Reed %, SLUMP PICK-UP CHARGE: M,X CODE: 39 ~ NO.: 444599 UNFr WE~NT YIELD INCHES 5.25 NO PCF CF~¥ Rob_Ahmu~.~.~_ Scott Mc ' Jerry Hol st rumm~D Dm~,~ON: (1) M.E.P.C. American Properties/Mr. v~l) McFadden & Miller, Inc./Mr. Jon Jacobsen (1) Gromatzky Dupree and Associates/Mr. (1) Eckland Consultants, Inc./Mr. (1) City of Coppell/Mr. Lee Stone TESTMETHCOS: ASTM C31. C~, C1~. C1~. C~g2. C~,ORCl~ PAG~ I OF 4 2424' STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/350~)019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 25 2317.2 REPORT NO.: JOB NO.: Craftmade Slab - 175'S, 120'W of NE building · OC*~ON: corner DATE CAST: SPECIFICATION: QUANTITY REPRESENTED:. 08/28/95 3000 PSI 200/320 yds ARCHITECT~INEER: Gromatzky Dupree and Associates ~D .Y: F. Palmer CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY OR~R O~: Client 09/25/95 09 / 04 / 95ORDE. ,UM~R.- (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER mELD NU,SER: CMO 82804 CM082805 113,600 28 4020 ~,MUM LO~. L~: 97, 000 AGE WHEN TESTED. DAYS: 3430 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSi: mE B,~ CON,CAL lU...O.) REMARKS: Does comply with Specification CM082806 116,900 28 4130 4080 METHOD OF CURING: FIELD DAYS. LABORATOR. Y FROM 1 08/29/95 TEMPERATURE: AMBIENT 10 0 'F M,X 9 5 'F. TRANSPORTED BY AIR CONTENT Reed SLUMP 5.75 INCHES ~ME OF SAMPLE: 10: 05 SOURCE OF CONCRETE: TXI MIX CODE: 3 9 PICK-UP CHARGE: YI~ NO TICKET NO.: 444803 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF ,.. YIELD CF/CY D'S~'sUn~: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McC: (1) Eckland Consultants, Inc./Mr. Jerry HolstrummeNED (1) City of Coppell/Mr. Lee Stone 2 TE~METHODS: ASTM C31. C~ C1~. C1~, C1~. C~I. ORCI~ PAG~ 242~STU~-ZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · {FAX) 214/350-OO19 4 REPORT NO.: PROJECT: LOCATION: 25 Craftmade Paving - 180'S, 80'E of NE building corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 08/28/95 4000 PSI 70/190 yds ARCH~CT~NGINEER: Gromatzky Dupree and Associates SAMPLED BY: CONTR.a~TOR: REPORTED TO:. McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY ORDER OF: 09/25/95 09 / 04 / 95ORDER .UMSER: F. Palmer Client (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORAT~Y NUMBER CM082807 CM082808 113,500 128,300 7 28 4010 4540 Does comply with Specification CM082809 125,800 28 4450 4500 METHOD OF CURING: TEMPERATURE: AMBIENT FIELD I DAYS. LABORATORY FROM 08 / 29 / 95 85 'F M'X 93 'F. TRANSPORTED BY AIR CONTENT 4 . 7 0 ~' Reed SLUMP 5.00 INCHES TIME OF SAMPLE: 0 8 : 3 0 SOURCE OF C~CRETE: TX I MIX CODE: 9643 PICK-UP CHARGE: YE~ NO TICKET NO.: 4 4 4 6 71 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY O,sm,e~: (1) M.E P.C American Rob · . Properties/Mr. (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr· Scott McCr (1) Eckland Consultants, Inc./Mr· Jerry Holstru~i~EEO' - (1) City of Coppell/Mr. Lee Stone TE~ METHODS: ASH C al. c ~. c ,~. c ~. c 42 c ~,. oR c ,~ pAD~ 3 OF 4 2424. STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX}214/350-O019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 25 2317.2 REPORT NO.: JOB NO.: Craftmade PROJECT: Paving - 50'S, ll0'E of NE building LOC~O,: corner DATE CAST: SPECIFICATION: QUANTITY REPRESENTED~. 08/28/95 4000 PSI 180/190 yds ARCH~CT~NGINEER: Gromatzky Dupree and Associates SAMPIFDSY: F. Palmer CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY ORDER OF: C1 ient 09/25/95 09/04/95 OR~R NUMAR: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: CMO 82810 CM082811 118,800 28 4200 MAYJMUM LOAD. LBS: 103, 400 7 AGE WHEN TESTED. DAYS: 3660 COMPRESSIVE STRENGTH. PSI: AVERAGE STRENGTH, PSi: CM082812 121,900 28 4310 ~EBR~CONIC~(U.N.O.) REEKS: Does comply with Specification 4260 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 1 0 1 'F DAYS, LABORATORY FROM M~X 91 'F. 0 8 / 2 9 / 9 5 TRANSPORTED BY AIR CONTENT 4 . 80 %' Reed SLUMP 5 . 50 TIME OF SAMPLE: 12: 10 SOURCE OF CONCRETE: TX I A~PM. M,X CCOE: 9643 PICK-UP CHARGE: YI~ TICKET NO.: 445016 RNE AGGREGATF~ COARSE AGGREGATE: WATEI~ CEMENT: FLY ASH: ADMIXTURE(S): UNrT WEIGHT PCF YIELD CF/CY INCHES NO D,STR,B~noR: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McC (1) Eckland Consultants, Inc./Mr. Jerry Holstrum~ED- (1) City of Coppell/Mr. Lee Stone 4 4 TESTMETHOOS: AS~ C31. C~, C1~. C1~, Ct92, C~I. ORC 2424* STU~-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35{~5600 · (FAX) 214/350~O19