Loading...
Freeport NIP(4)-LR 960212REPORT NO,: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 2317.5 JO~ NO.: GEOTECHNICAL CONSULTANTS 5 Freeport North Piers- C-2, C-3, C-4, C-5, C-6 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/12/96 3000 PSI 10/10 yds ARCH~NGINEER: Gromatzky Dupree & Associates McFadden & Miller M.E.P.C. American Properties DATE: 8AMPI.ED BY: 'BY ORDER 03/11/96 02/19/96~DERNUMBER: F. Steadman Client (6 x 12 INCH) NOMINAL CYUNDER ~IZE: AREA-2~2~ SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DA~8: COMPRESSIVE STRENGTH, P~I: AVERAGE STRENGTH. PSI: TYPE BREAK: CONICAL ~IJ.N.O.) REMARKS: LABORATORY NUMBER FN021201 FN021202 98,200 128,000 7 28 3470 4530 Does comply with Specification 4590 FN021203 131,600 28 4650 METHCO OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 'F 55 nME OF SAMPLE: 10: 10 ~URCE OF CONCR~: TX I FINE AGGREGATE: COAI:~E AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(B): TRANSPORTED BY 02/13/96 MIX 'F, AIR CONTENT 57 Reed SLUMP INCHES 4.75 NO PICK-UP CHARGE: MIX COOE: 5 TICKET .0.: 533895 UNIT WEIGHT PCF YIELD CF/CY .UC (1) Gromatzky Dupree & Associates/Mr. Scott McC~ D,$T,,SU~ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller/Mr. Jon Jacobson (%~1) City of Coppell/Mr. Larry Davis S~NED ) City of Coppell/Mr. Lee Stone TESTMETHOOS: ASTM C31. C~, C1~. 01~, C1~. C~I, ORCl~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350~X)19 REPORT NO.: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO.: GEOTECHNICAL CONSULTANTS 5 Freeport North Inlet box - Lat B-i, STA 0+12 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/12/96 3500 PSI 10/10 yds ARCH~CT~NelNEER: Gromatzky Dupree & Associates McFadden & Miller M.E.P.C. American Properties D^TE: 8AIdPLED BY: BY ORDER 03/11/96 02/19/96~DER~UMSER: F. Steadman Client (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 ~Q. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTN, PSi: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL {U.N.O.) LABORAT~Y NUMBER FN021204 FN021205 93,400 183,700 7 28 3300 6500 Does comply with Specification 6510 FN021206 184,000 28 6510 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF ~PLE: 03:45 SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 62 DAYS. LABORATORY FROM MIX 63 .on site TRANSPORTED BY 02/13/96 Reed *F, AIR CONTENT ~, SLUMP 3.00 PICK-UP CHARGE: YE~ MIX CODE: TICKET NO.: 4 4 6 6 UNIT WEIGHT YIELD INCHES NO PCF CF/CY m$~BUT1ON: (1) M.E.P.C. American Properties/Mr. Rot Ah~ (1) McFadden & Miller/Mr. Jon Jacobsen (1) Gromatzky Dupree & Associates/Mr. Scott McCr~r~ (1) City of Coppell/Mr. Larry Davis ~NED (1) City of Coppell/Mr. Lee Stone 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019