Loading...
Freeport NIP(4)-LR 960213REPORT NO.: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 6 FreepOrt North Piers -J-2, J-3, J-4, J-5 2317.5 JOB NO.: ARCHffECT~NQINEER: Gromatzky Dupree & Associates CO~T~C~m: McFadden & Miller M.E.P.C. American Properties DATE: REPORTED T~. GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED:. 02/13/96 3000 PSI 10/10 yds · ~M~EDBY: F. Steadman BY OROER ~: Client 02/20/96o~DER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE 8TRENGTN, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN021301 78,900 7 2790 LA.RATtY NUMBER FN021302 28 FN021303 28 METHOO OF CURING: FIELD DAYS. LABORATORY FROM TEMPERATURE: AMBIENT 'F MIX 54 60 ~UE OF SAM,LE: 10: 05 ~' ~URDE OF CO.CR~E: TX I 02/14/96 TRANSPORTED BY AIR CONTENT Reed SLUMP INCHES 5.50 NO PICK-UP CHARGE: MIX COOE: 5 T,CK~ NO.: 534 8 83 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY D,$mmU~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis SIGN (1) City of Coppell/Mr. Lee Stone ~ MET.COS: ~ C 3,. C ~. C ,5. C ~, c ,~. c ~,. ~ c ,~ .AG~ 1 OF 2 2424 STUTZ DRIVE · SUITE400 · DALLAS. TEXAS75235 · 214/350-5600 · (FAX)214/350-0019 REPORT NO.: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT GEOTECHNICAL CONSULTANTS 6 XmNO.: 2317.5 Freeport North Storm drain box - Line A, STA 10+18 DATE CAST: SPECIFICATION: QUANTITY REPREBENTED: 02/13/96 3500 PSI 10/10 yds ARCH~ECT~NGINEER: Gromatzky Dupree & Associates ~,~CT~: McFadden & Miller M.E.P.C. American Properties DATE: REPORTED TO: SAMPLED BY: BY ORDER OF: 02 / 20 / 960.~R NUMEER: F. Steadman Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TEBTED, DAYS: COMPRES.~IVE STRENGTH. PSi: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) FN021304 130,800 7 4630 LABORAT~Y NUMBER FN021305 28 FN021306 28 METHOO OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT eF MIX 70 64 ~ME OF ~MPLE: 03: 30 ~j~M, SOURCE OF CONCRETE: on site °F, 02/14/96 AIR CONTENT MIX COOE: TRANSPORTED BY Reed ~, SLUMP 4. 0 0 ,NCHES PICK-UP CHARGE: YF:~ NO TICKET NO.: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADIdlXTURE(S): UNIT WEIGHT PCF YIELD CF/CY msm,Bu~o.: (1) M.E.P.C. American Properties/Mr. Rob Ahmu (1) McFadden & Miller/Mr. Jori Jacobson (1) Gromatzky Dupree & Associates~Mr. Scott McCa' (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone TESTMETHOOS: ASTM C31, C3~, C143, C173, C192. C231,ORC 1064 PAGE 2 ~ 2424 STU'I-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 2