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Fountain Park 1-LR 931104 (2)rood engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORTNO.: 2 JOBNO.: 1132 · 6 DATECAST: 11/04/93 PR~ECT: Fountain Park Addition SPEC,F,CAT,~: 3000 PSI L~^T,ON: Fountain Head Lane STA 0+05 OUANT~RE,nESENTED: 10/690 yds ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Legend ConstruCtion, Matthews Investments SAMPLED BY: R. Thomas Inc. BY ORDEn OF: client 12/02/93 S outhwe s~ATE: 3.1/11/93 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 FIELD NUMBER: FPll MAXIMUM LOAD, LBS: 106, AGE WHEN TESTED, DAYS: IN. COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: 3401 ;00 7 3770 ~PE BR~K: CONICAL (U.N.O.) REMARKS: Does comply with LABORATORY NUMBER FPl10402 FPl10403 FPl10404 110,500 130,500 130,500 7 28 28 3910 4620 4620 3840 4620 Specification METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 7 : 10 I DAY~, LABORATORY FROM 6 4°F MIX 8 AM/P__I~, 11/05/93 TRANSPORTED BY Reed AIR CONTENT 4 . 0 0~, SLUMP PICK-UP CHARGE: NCHES NO__ SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH; ADMIXTURE(S): MIX CODE: TXI 8272 TICKET NO.: 155306 UNIT WEIGHT PCF YIELD CFICY ISTRIBUTION' (1) Matthews Investments Southwest/Mr. ) Ka~leck & Associates/Mr. Lynn Kadleck ) City of Coppell/Mrl. Larry Davis (1) Legend Constructioln, Inc./Mr. Floyd Key 2424 STUTZ DRIVE · Tim House SIGNED TEST METHODS: ASTM C31, C39, C143, C173, C192, C231, ORC1064 suITE400 · DALLAS, TEXAS75235 · 214/350-5600 PAGE 1 · (FAX) 214/350-0019 5 REPORT NO.: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2 JOB NO.: 1132.6 Fountain Park Addition Fountain Head Lane STA 2+95 DATE CAST: 11/04/93 SPECIFICATION: 3000 PSI QUANTITY REPRESENTED: 160/690 yds ARCHITECTfENGINEER: SAMPLED BY: R. Thomas BY ORDER OF: C 1 i ent CONTRACTOR: Legend Constru tion, Inc. 12/02/93 REPORTED TO: Matthews Investments Southwes~ATE: 11/11/93 ORDER NUMBER: (8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 ~Q. IN. LABORATORY NUMBER FIELD NUMBER: FPl10405 FPl10406 FPl10407 FPl10408 MAXIMUM LOAD, LBS: 104,000 99,500 124,000 120,000 AGE WHEN TESTED, DAYS: ! 7 7 2 8 2 8 COMPRESS,VE ST.ENGTH. PS,: 3 6 8 0 3 5 2 0 4 3 9 0 4 2 4 0 AVERAGE STRENGTH, PSI: 3600 ~PE BR~K: CONICAL (U.N.O.) REMARKS: Does comply with specification 4320 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 7 TIME OF SAMPLE: 09: 10 AM~_~ MIX 8 S'J:, 11/0 5/9 3 TRANSPORTED BY AIR CONTENT 3 · 2 0~, MIX CODE: SOURCE OF CONCRETE: TXI 8 2 7 2 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): Reed SLUMP I · 5 0NCHES PICK-UP CHARGE: YE~ NO__ TICKET NO.: 155422 UNIT WEIGHT PCF YIELD CF/CY D, STR,S~,ON' (1) Matthews Ilnvestments Southwest/Mr. Tim House (1) Kadleck & Associates/Mr. Lynn Kadleck .~ ~ j ~ /~ (1) City of Coppell/Mr. Larry Davis (1) Legend ConstructiOn, Inc./Mr. Floyd Key SIGNED 2 TESTiMETHODS: ASTM C 31. C ~, C 143, C 173, C 192, C 231. OR C 1~ PAG~ OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/35~0019 reed engineering GEOTECHNICAL CONSULTAN~ CONCRETE COMPRESSION TEST REPORT REPORT NO.: JOB NO.: 113 2. 6 PROJECT: LOCATION: Fountain Park Addition Cascade STA 3+50 DATE CAST: 11/04/93 SPECIFICATION: 3000 PSI QUANTITY REPRESENTED: 310/690 yds ARCHITECT/ENGINEER: SAMPLEDB¥: R. Thomas CONTRACTOR: REPORTED TO: Legend Constru¢:tion, Matthews Investments Inc. Southwes~ATE: BY ORDER OF: 12/02/93 11/11/93 ORDER NUMBER: client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.2SIQ. IN. FIELD NUMBER: FP 110409 MAXIMUM LOAD, LBS: 102,0 0 0 AGE WHEN TESTED, DAYS: ; 7 COMPRESSIVE STRENGTH, PSI: 36 i 0 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) I REMARKS: Does comply with LABORATORY NUMBER FPll0410 98,500 7 3480 3550 Specification FPll0411 129,500 28 4580 FPl10412 128,000 28 4530 4560 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT T,MEOFS^MPLE: 11:20 1 DAY~, LABORATORY FROM 7 3OF M~X 8 ^M~, 11/05/93 TRANSPORTED BY Reed AIR CONTENT 3 · 8 0~, SLUMP PICK-UP CHARGE: 2.2 5NCHES NO__ SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): TXI MIX CODE: TICKET NO.: 8272 155539 UNIT WEIGHT PCF YIELD CF/CY ITRIBION' (1) Matthews Investments Southwest/Mr. I~ ~adleck & Associates/Mr. Lynn Kadleck (1) city of Coppell/Mri. Larry Davis (1) Legend Construction, Inc./Mr. Floyd Key 2424 STUTZ DRIVE · Tim House TEST;METHODS: ASTM C 31,C 39,C 143,C 173,C 192,C 231, OR C 1064 SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 SIGNED PAGE · (FAX) 214/350-001u 3 5 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO,: 2 JOB NO.: Fountain Park Addition PROJECT: Cascade STA 0+10 LOCATION: 1132.6 DATE CAST: 11/0 4 / 9 3 SPECIFICATION: 3 0 0 0 PS I OUANTITY REPRESENTED: 4 6 O/6 9 0 yds ARCHITECT/ENGINEER: CONTRACTOR: Legend ConstruCtion, REPORTEDTO: Matthews Investments Inc. Southwes~ATE: SAMPLED BY: R. Thomas BYORDEROF: Client 12/02/93 11/11/93 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~Q. IN. FIELD NUMBER: FPllh4 13 MAXIMUM LOAD, LBS: 97,500 AGE WHEN TESTED, DAYS: I 7 LABORATORY NUMBER FPl10414 98,000 7 FPl10415 FPl10416 116,000 116,000 28 28 COMPRESSIVE STRENGTH, PSh AVERAGE STRENGTH, PSI: 3450 3470 4100 4100 3460 4100 ~PE BR~K: CONICAL (U,N.O.) i ,EMARKS: Does comply with Specification METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 01: 3 5 i DAYS LABORATORY FROM 7 ~F i MIX 9 e, 11/05/93 TRANSPORTED BY Reed AIR CONTENT 3. 9 0~, SLUMP PICK-UP CHARGE: 1 · 2 5NCHES NO.__ SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): MIX CODE: TICKET NO.: TXI 8272 155655 UNIT WEIGHT PCF YIELD CFICY Tim House ,T",SUTO,'(1) Matthews Ihvestments Southwest/Mr. ~) Kadleck & Associates/Mr. Lynn Kadleck (1) city of Coppell/Mri Larry Davis (1) Legend Construction, Inc./Mr. Floyd Key ~GNED i 4 TEST mETHODS: A~M C 31,C 39,C 143,C 173,C 192,C 231, OR C 1064 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 21W35~5600 · (FAX) 214/35~0019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT ,O.: 2 : JOB NO.: 1 1 3 2. 6 PR~ECT: Fountain Park Addition L~AT,ON: Fountain Dr. STA 3+25 DATE CAST: 11/04/93 SPECIFqCATION: 3000 PSI QUANTITY REPRESENTED: 610/690 yds ARCHITECT/ENGINEER: SAMPLED BY: R. Thomas CONTRACTOR: Legend Constru¢:tion, Inc. SYORDEROF: client 12/02/93 REPORTED TO: Matthews Investments Southwes%~TE: 11/11/93 ORDE, NUMSER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~iO. IN. LABORATORY NUMBER / FIELD NUMSER: FPll~417 FPll0418 FP110419 FPll0420 MAXIMUM LOAD, LBS: 115, ~00 112,000 146,000 144,000 / AGE WHEN TESTED, DAYS: i 7 7 2 8 2 8 COMPRESSIVE STRENGTH, PSI: 4080 3960 5160 5090 AVERAGE STRENGTH, PSI: 4020 TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply with Specification 5130 METHOD OF CURING: FIELD i DAY~ LABORATORY FROM TEMPERATURE: AMBIENT 7 (~F TIME OF SAMPLE: 0 4: 2 5 AM~_ SOURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): MIX 89, MIX CODE: 11/05/93 TRANSPORTED BY AIR CONTENT 8272 Reed 3 · 80~, SLUMP 1 · 75NCHES PICK-UP CHARGE: YE9~ NO__ TICKET NO.: 155737 UNIT WEIGHT PCF YIELD CFICY ISTRIBUTIO"'(1) Matthews Ihvestments Southwest/Mr. Tim House 1) Kadleck & Associates/Mr. Lynn Kadleck ~/~ ~ (1) city of Coppell/Mr~ Larry Davis (1) Legend Construction, Inc./Mr. Floyd Key SIGNED TEST I~IETHODS:ASTM C 31,C 39,C 143,C 173,C 192,C 231, OR C 1064 PAGE 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350-O019 5