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Fountain Park 1-LR 931109 (2)REPORT NO.: 5 PROJECT: Fountain Park Ad LOCAT~N: Sidewalk STA 1+4 ARCHITECT/ENGINEER: CON~CTOR: Legend Constru REPORTED TO: Matthews Inves (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FPll 100, 35 METHOD OF CURING: FIELD i DA~ 69"F AM/P__U reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: 11/09/93 SPECIFICATION: 3000 PSI QUANTITY REPRESENTED: 10/40 yds SAMPLED BY: R. Thomas BY ORDER OF: Client JOBNO.: 1132.6 dition 5 - 15' left ction, Inc. TEMPERATURE: AMBIENT tments Southwes~ATE: 11/16/93 ORDER NUMBER: IN. LABORATORY NUMBER 0901 FPl10902 500 107,500 7 7 50 3800 3680 TIME OF SAMPLE: 11: 3 5 TXI SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): mSTR,BU.ON: (1) Matthews I I~ Kadleck & Associat City of Coppell/Mr (1) Legend Constructic TEST 2424 STUTZ DRIVE · SUll MIX CODE: S, LABORATORY FROM FPl10903 M,X 5~F. 28 FPl10904 28 nvestments Southwest/Mr. Tim es/Mr. Lynn Kadleck Larry Davis ~, Inc./Mr. Floyd Key SIGNED 1 METHODS: ASTM C31, C39, C1~, C 173, C 192, C231, ORC1~ PAGE OF E400 · DALLAS, TEXAS75235 · 214/35~5600 · {FAX}214/35~O019 11/10/93 TRANSPORTED BY Reed AIR CONTENT 3 · 6 0~, SLUMP 5. 2 ~NCHES PICK-UP CHARGE: YEti NO_. TICKET NO.: 8272 157159 UNIT WEIGHT PCF YIELD CF/CY