Loading...
Freeport NIP(4)-LR 960209REPORT NO.: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 4 ~eNO.: 2317.5 Freeport North Piers - K-8, K-9, K-10, B-3, B-4 GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/09/96 3000 PSI 10/10 yds ARCHITECT~NGINEER: Gromatzky Dupree & Associates CONW~CT~: McFadden & Miller ~Om~DTe M.E.P.C. American Properties OATE: ~AMPLED BY: 'BY ORDER OF: 03/08/96 02 / 16 / 960,OER NUMBER: F. Steadman Client (8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: FN020901 FN020902 70,800 102,600 7 28 2500 3630 MAXIMUM LOAD, LBS: AGE WHEN TESTED, DA~'S: COMPRESSWE STRENGTH, P~I: AVERAGE BTRENGTH, PSI: FN020903 98,100 28 3470 ~ ~EAK: C.,ON~ ~.N.O.) R~KS: Does comply with Specification 3550 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF 8AMPLE: 10: 20 SOURCE OF CO. CR~rE: TX I DAYS. LABORATORY FROM 55 .F M,X 62 .F. TRANSPORTED BY 02/10/96 Reed AIR CONTENT %. SLUMP 5 . 0 0 INCHES PICK-UP CHARGE: YE~ NO MIX CODE: 5 I~CKET NO.: 532564 FINE AGGREGATE: C, OARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY 0,m,smxm: (1) M.E.P.C. American Properties/Mr. Rob Ahmul (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott McC] (1).City of'Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone TE~ME'THO(O: ~ C31, C~, C1~, C1~ C1~. G~I, ORCl~ PAG~ ~ OF 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LOCATION: 4 ~,o.: 2317.5 Freeport North Paving - 345'S, 150'W of NW building corner DATE CAST: BPECIFICATION: QUANTITY REPRESENTED: 02/09/96 3000 PSI 20/160 yds ARCN~CT~NG~NEER: Gromatzky Dupree & Associates 8~dFLED BY: L. Johnson CONTRACTOR: REPORTED TO:. McFadden & Miller M.E.P.C. American Properties DATE: BY O4:IDER ~: 03/08/96 02/16/96OROERNUMBER: Client (6 x 12 INCH) NOMINAL CYUNDER ·ZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: FN020904 FN020905 71,400 99,500 7 28 2530 3520 MAXIMUM LOAD, LBS: AGE WHEN TESTED, CA~'S: COMPRESSIVE STRENGTH, PS1: AVERAGE STRENGTH, PSI: FN020906 104,500 28 3700 TYPE ~EAK: ~NICAL ~.N.O.) R~ARKS: Does comply with Specification 3610 METHOD ~ CURING: FIELD DAYS, LABORATORY FR~ 1 02/10/96 TEMPERATURE: AMBIENT 5 2 'F M~X 5 9 'F, MR CONTENT ~ME~ ~,~: 08: 15 SOURCE O~ CO. CR~'E: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): M,X COOE: 9643 TRANSPORTED BY Ree'd 3.90 ~' SLUMP PICK-UP CHAF~E: TICKE~I' NO.: UNIT V~IGHT YIELD INCHES NO 532301 PCF CF/CY McCr~ o=m,au'r~: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis ·GNEO (1) City of Coppell/Mr. Lee Stone TESTMETHOO8: AS~ C31, C~. C1~, C1~, C1~, C~I. ORCl~ 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019