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Freeport NIP(3)-LR 951115REPORT NO.: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 11 / 15 / 95 DATE CAST: 3500 PSI SPECIFICATION: 30/200 yds QUANTITY REPRESENTED: 50 JOBNO.: 2317.2 Craftmade Paving - 20'N, 30'W of NW building corner ARCHITECT~NGINEER: Gromatzky Dupree and Associates S~PLEDBY: H. Johnson CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY ORDER OF: 12/13/95 11 / 22 / 95ORDE. NUMBER: Client (6 X 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER ~ELD NUMSER: CM 111501 CM 111502 MAXIMUM LOAD. LBS: 92, 800 117, 500 ? 28 AGE WHEN TESTED, DAYS: 3280 4160 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply with Specification CMl11503 115,600 28 4090 4130 METHOD OF CURING: FIELD DAYS, LABORATORY FROM i 11/16/95 TEMPERATURE: AMBIENT 4 3 'F M~X 6 2 'F, 11ME OF SAMPLE: 05: 45 AM/~. SOURCE OF CONCRETE: TX I TRANSPORTED BY AIR CONTENT 4.6 0 ~' Reed SLUMP 4.50 Y~ PICK-UP CHARGE: MIX CODE: 9643 TICKET "O.: 492029 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY Scott McCra __ Jerry Hols t rUmS,eNEf ' msm, euTio.: (1) M.E.P.C. American Properties/Mr. (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. (1) Eckland Consultants, Inc./Mr. (%) City of Coppell/Mr. Lee Stone City of Coppell[Mr Lar Day' TESTd~H~S:Ar~/'MCSl,~oCl~,C1~,Cl~,C~l,0RCI~ pAa~l ~ 2 2424STUTZDRlVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO19 REPORT NO.: PROJECT: LOCATION: 50 Craftmade Paving - approach @ Royal, 15'N of center line reed engineering CONCRETE COMPRESSION TEST REPORT 2317.2 JOB NO.: GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 11/15/95 3500 PSI 150/200 yds ANCH~CT~NGINEER: Groma%zky Dupree and Associates SAMPLED BY: H. Johnson CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY ORDER OF: 12/13/95 11/22/95OR~R NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: CMl 11504 CMl11505 118,400 28 4190 MAXIMUM LOAD. LBS: 82, 100 AGE WHEN TESTED. DAYS: 7 2900 COMPRESSIVE STRENGTH, PSI: AVERAGE ~TRENGTH. PSI: w~ B,~K: CON,AL ~U.N.O.) ,EM~KS: Does comply with Specification 4160 CMl11506 116,600 28 4120 METHOD OF CURING: FIELD DAYB, LABORATORY FROM .1 TEMPERATURE: AMBIENT 51 *F MIX 6 8 11/16/95 TRANSPORTED BY 'F, AIR CONTENT 4. 80 %' Reed SLUMP 5.00 INCHES ~ME OF SAMPLE: 08: 20 A~F~. MIX CODE: 9643 PICK-UP CHARGE: Y~,~ NO TICKET NO.: 4 9 2 0 8 5 RNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY D,BT,,BU~ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmut~~~ (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McCra~'/~-'-'''-- (1) Eckland Consultants, Inc./Mr. Jerry HolstrumaeN~r ' -- (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~Mr. Larry Davis 2 TESTM~H~S: A~M C31, C~, C1~, C173. C 192. C~1, ORC1064 PAGF OF2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019