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Fountain Park 1-LR 931105 (2)REPORT NO.: 3 PR~ECT: Fountain Park Addition L~T,ON: Fountain Drive STA 2+20 ARCHITECT/ENGINEER: reed engineering (3EOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT JOB NO.: 1132 · 6 DATE CAST: 11/O5/93 SPECIFICATION: 3000 PSI OUANTITYREPRESENTED: 10/150 yds SAMPLED BY: R. Thomas CONTRACTO,: Legend Construction, Inc. BYORDEROF: Client RE~R*EDTO: Matthews Investments Southwes~^TM: 11/12/93 ORDERNUMSER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-L~.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER FPll0501 FPl10502 FPl10503 FPl10504 98,000 100,000 7 7 28 28 3470 3540 3510 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME Of SAMPLE: 07; 2 0 SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 1 DAYS, LABORATORY FROM 47°F M,X 8 ~, MIX CODE: 11/06/93 TRANSPORTED BY AIR CONTENT TXI 8272 Reed 4.80~. SLUMP 3 · 25NCHES PICK-UP CHARGE: YE~ NO._. TICKET NO.: 155809 UNIT WEIGHT PCF YIELD CF/CY D,STR,BUT,ON' (1) .Matthews Investments Southwest/Mr. Tim House ('~ Kadleck & Associates/Mr. Lynn Kadleck ~) City of Coppell/Mr. Larry Davis (1) Legend Construction Inc./Mr. Floyd Key -- I SIGNED 1 3 TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORTNO.: 3 JOS"O.: 1132 · 6 DATECAST: 11/05/93 P,~ECT: Fountain Park Addition SPEC,F,CAT,ON: 3000 PSI L~AT~O.: Fountain head - lane STA 3+85 (corner) OUANT,~.EPRESENTED: 10/120 yds ARCHITECT/ENGINEER: SAMPLED BY: R. Thomas C~TRACTOR: Legend Construction, Inc. SYO~OER~: Client REPORTED TO: Matthews Investments Southwes~ATE: 11/12/93 ORDERNUMSER: (El x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: lABORATORY NUMBER FPl10505 FPl10506 FPl10507 FPl10508 116,000 115,500 7 7 28 28 4100 4080 4090 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 10: O O SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 1 DAYS. LABORATORY FROM 11/06/93 TRANSPORTED BY Reed 5 0'F MIX 8 ~' AIR CONTENT 3 · 9 0~' SLUMP 4 · 7 §NC"ES AM;P__/~ PICK-UP CHARGE: YE.~ NO__ MIX CODE: TICKET NO.: TXI 8274 155985 UNIT WEIGHT PCF YIELD CF/CY D,STR,eUT,ON: (1) Matthews Investments Southwest/Mr. Tim House (1) Kadleck & Associates/Mr. Lynn Kadleck (1) city of Coppell/Mr. Larry Davis (1) Legend Construction, Inc./Mr. Floyd Key S,GNED 2 TEST METHODS: ASTM C 31, C 39, C ,43, C ,73, C 192, C 231, OR C 1064 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350°5600 · (FAX) 214/350-0019 REPORT NO.: 3 PR~ECT: Fountain Park Addition L~AT=N: Alley B STA 0+20 ARCHITECT/ENGINEER: C~TRACTOR: Legend Construction, Inc. RE~RTEDTO: Matthews Investments Southwes~A~: 11/12/93 OBOE. NUMSER: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT JOB NO.: 1132. 6 DATE CAST: 11/05/93 S.EC,FICAT~: 3000 PSI QUANTITY REPRESENTED: 2 0/6 0 yds ~AMPLED BY: R. Thomas BY ORDER OF: Cl lent (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH. PSh AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER FPll0509 FPll0510 FPll0511 FPll0512 101,000 104,500 7 7 28 28 3570 3700 3640 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 1: 1 0 SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 1 DAYS, LABORATORY FROM 11/06/93 TRANSPORTED BY Reed 61°F MIX 8 ~c, AIR CONTENT 4 · 10~, SLUMP AM&%I~M, PICK-UP CHARGE: 2 · 5 0NcHES MIX CODE: TICKET NO.: TXI 8273 156184 NO UNIT WEIGHT PCF YIELD CF/CY DISTRIBU~ON: (1) Matthews Investments Southwest/Mr. (1) Kadleck & Associates/Mr. Lynn Kadleck (1) City of Coppell/Mr. Larry Davis (1) Legend Construction, Inc./Mr. Floyd Key SIGNED 3 3 TEST METHODS: ASTM C31, C~, C 15, C 173, C192, C231, ORC 1~ PAG; OF 2424 STUTZ DRIVE · SUITE400 · DALLAS. TEXAS75235 · 214/35~5600 · (FAX) 214/35~0019