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Freeport NIP(4)-LR 960219reed .engineering REPORT NO.: PROJECT: LOCATK)N: CONCRETE COMPRESSION TEST REPORT GEOTECHNICAL CONSULTANTS 10 Freeport North Piers - C-16, C-15, C-14, C-13 2317.5 NO.: DATE OAST: SPECIFICATION: QUANTITY REPRESENTED: 02/19/96 3000 PSI 10/10 yds ~CH,~CTaNG,NE~: Gromatzky Dupree & Associates McFadden & Miller M.E.P.C. American Properties ~TE: 8AMPt. ED BY: 'BY ORDER 03/18/96 02/26/96mO~RNUM~R: F. Steadman Client (6 x 12 INCH) NOMINAL CYUNDER 81ZE: AREA-28.26 ~Q. IN. LABORATORY NUMBER eE~ NUMaER: FN021901 FN021902 ~MUM LGAO. ~: 74, 100 110, 000 AGE WHEN TESTED, DAYS: 7 2 8 CO~ESaVE STF~NGT,. ~: 2 6 2 ~0 3 8 9 0 A~ ~E~, PSi: FN021903 109,000 28 3860 TYPE ~EAK: CON~ ~.N.O.) ~: Does comply with Specification 3880 METHOO OF CURING: FIELD DAYS. LABORATORY FROM TEMPERATURE: AMBIENT 'F MIX CF, 60 61 TEaE OF ~m.~: 09: 30 ~m~ SOURCE OF OC~CR~'E: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~I: ADMIX'rURE(S): TRANSPORTED BY 02/20/96 Reed AIR CONTENT %, SLUMP PICK-UP CHARGE: u~ COOE: 5 nCK~ NO.: 538929 UNff WE~HT YIELD INCHES 4.75 PCF CF/CY McC~ ~m,su~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut (1) McFadden & Miller/Mr. Jon Jacobsen (1) Gromatzky Dupree & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone TE~METHCO~ ~ 031. C~, C1~, C1~, CtS. 0~1,~C1~ p~F i OF i 2424 STU'I-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-(X)19