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Freeport NIP(4)-LR 960627 2317.5 42 ~ NO.: REPORT NO.: Freeport North PROJECT: Paving - 30'N, 50'W of NW building LOCA~ON: corner *.CH,~CT, ENa~EEn: Gromatzky Dupree & Associates CONm~C~OR: McFadden & Miller M.E.P.C. American Properties DATE: REPORTED TO: reed engineering CONCRETE COMPRESSION TEST REPORT CATE CAST: SPECIFICATION: QUANTITY REPRESENTED: GEOTECHNICAL CONSULTANTS 06/27/96 4000 PSI 30/150 yds SAMPLED aY: H. Johnson BY ORDER OF: 07/25/96 07 / 04 / 96 ORDE, Client (6 x 12 INCH) NOMINAL CYLINDER 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: LABORATORY NUMBER FN062701 FN062702 83,900 120,100 7 28 2970 4250 Does comply with Specification FN062703 120,600 28 4270 4260 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT nME OF s~P~: 07: 40 SOURCE OF CONCRETE: TX I FINE AQGRE(~ATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 1 DAYS. ~SORATONY FROM 06 / 28 / 96 TRANSPORTED BY Reed 'F MiX 'F. AIR CONTENT 4 6 0 ~' SLUMP 5 0 0 INCHES 80 85 · ' AM/P~, PICK'UP CHARGE: Yrt~ .O Mm COOE: 9 6 4 3 TICKET NO.: 615 8 2 2 UNIT WEIGHT PCF YIELD CF/CY msTR,Bu~ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller/Mr. Jon Jacobsen (1) Gromatzky Dupree & Associates/Mr. Scott McCr~-r~--, , (1) City of Coppell/Mr. Larry Davis SIGNED/ (1) City of Coppell/Mr. Lee Stone TESTMETHOO$: ASTM C31. C38. C143. C173, C192. C231. ORC1064 pA~F i OF 1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019