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Freeport NIP(3)-LR 950804
reed engineering CONCRETE COMPRESSION TEST REPORT 9 2317.2 NO.: ~O~ NO.: Craftmade Piers- F-2, F-5, G-2, G-3 ~m,~,eiNEE~ Gromatzky D'upree and Associates McFadden & Miller, Inc. M.E.P.C. American Properties DA~: GEOTECHNICAL CONSULTANT~ 08~04/95 3000 PSI 10/10 yds ~DBY: J' Phipps 09/01/95 'BY ORO~R O~: 08/11/95 ORDER NUMBER: Client (~ x 12 INCH) NOMINAL CYLINDER ~ZE: AREA-2~.26 ,SQ. IN. LABORATORY NUMBER FIELD NUMBER: CM080401 CM080402 74,000 96,000 7 28 2620 3400 MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAY~: COMPR~ ~rRENGTH, AVERAGE STRENGTH, PSI: CM080403 102,800 28 3640 TYPE BREAK: CONf,,At. N.N.O.) ~: Does comply with Specification 3520 CM080404 HOLD MEI'HOO O~ CURING: FIELD TEMPERATURE: AMBIENT ~.E O~ S~.~ 12: 07 ~ O~ Oo.c~: TXI DAYS, LABORATORY FROM 0 8 / 0 5 / 9 5 Mm 93 'F. ^,n CONTENT M~X com~: 5 ~TED SY Reed ~. SUM, 5.00 P~(.up CH~E: *riCKS' NO.: 429987 UNIT WEIGHT PCF YIELD CF/CY INCHES Scott McCr Jerry Hol strumm~~ ~u~o~: (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. TESTMETHOOB: ASTM C31. C~, 014~ 017~ C19~ 0;~I.0RC1064 1 I 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019