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Fountain Park 1-LR 930901
reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT RE~mTNO.: 1 JOSNO.: 1132. 6 DATECAST: 09/01/93 P~CT: Fountain Park A.~dition SPECIFICATION: 3000 PSI LOCATION: Inlets on Fountainhead Lane QUAN1TFYREPRESENTED: 8/8 yds ARCHITECT/ENGINEER: CONTRACTOR: Legend Constr~ction, Inc. RE~:~TEDTO: Matthews InveStments Southwes~,TE: SAMPLED BY: B. Lucas BY ORDER OF: el lent 09/29/93 09/08/93 ORDE. (8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN. FIELD NUMBER: FP090101 MAXIMUM LOAD, LBS: 91,000 AGE WHEN TESTED, DAYS: 7 COMPRESSIVE STRENGTH, PSI: 3 2 2 0 AVERAGE STRENGTH. PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply with LABORATORY NUMBER FP090102 FP090103 FP090104 96,000 124,500 124,000 7 28 28 3400 4400 4390 3310 Specification 4400 METHCO OF CURING: FIELD 1 DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 8 ~ MIX TIME OF ~AMPLE: 02: 00 ~URC; OF CONCRETE: Lattimore FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): MIX CODE: 09/02/93 TRANSPORTED SY AIR CONTENT 36 Reed 4.0 ~. SLUMP 2.7 ~CHES PICK-UP CHARGE: YESX NO__ TICKET NO.: 13340-7 UNIT WEIGHT PCF YIELD CF/CY ~ ...... (1) Matthews Ihvestments Southwest/Mr. l~7~leck & Associates/Mr. Lynn Kadleck (~City of Coppell/Mrl. Larry Davis (1) Legend Construction, Inc./Mr. Floyd Key 2424 STU'I-Z DRIVE · 81GNED TEST METHODS: ASTM C 31, C 39, C 143. C 173, C 192, C 23t, ORC 1064 PAOli; SUITE400 · DALLY, TEXAS75235 · 214/3~-5600 · (FAX1214/3SO-0019 1 1