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Round Oak-LR 9407293 REPORT NO.: P.O, JEOT: Texas Round Rock Dr. STA 8+75 LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: Papagolos Development Co. REPORTED TO: reed engineering Proposed Round Oak Estates/Coppell, GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 1779.1 JO~ NO.: DATE CAST: SPECIFICATION: 07/29/94 3000 PSI 50/600 yds QUANTITY REPRESENTED: SAMPLED BY: F. Pitt S BY ORDER OF: Client 0 8 / 0 5 / 9 4 ORDER NUMBER: (~ x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CON.AL (U.N.O.) REMARKS: ~SQ~TORY NUMBER RO0?2901 RO072902 127,500 126,500 7 7 4510 4470 4490 RO072903 RO072904 28 28 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 7 6 TIME OF 8AMPLE: 0 7: 5 5 8OURCE OF CO~CRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 07/30/94 Reed MIX 8 6 'F, AIR CONTENT q%, SLUMP AM/~, PICK-UP CHARGE: INCHES NO M~XC~E: 8272 TICKET NO.: 249855 UNIT WEIGHT PCF YIELD CF/CY OISTRIBU~ON: (1) Papagolos Development Co. & Murchison ProDe~ies,, Inc./ Mr. John Papagolos,~,~'--~~-------~~ (1) City of Coppell/Mr. Garreth D. Campbell, Sr.~ (1) Nathan D. Maier Consulting Engineers, Inc./M Daniel (1) Austin Bridge & Road, Inc./Mr. Terry Tice Construc L 1~ (1) Cullum pAGE1 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 3 1779.1 REPORT NO.: JOB NO.: Proposed Round Oak Estates/Coppell, PROJECT: Texas Round Rock Dr. STA 6+30 LOOATION: reed engineering GEOT'ECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 07/29/94 3000 PSI 200/600 yds ARCHITECT/ENGINEER: SAMPLEDBY: F. Pitts CONTRACTOR: REPORTED TO: Papagolos Development Co. DATE: BY ORDER OF: Client 08 / 05 / 94 ORDER NUMBER: (8 x 12 INCH) NOMINAL CYLINDER 81ZE: AREA-28.2'6 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE BTRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER RO072905 RO072906 122,000 120,500 7 7 4310 4260 4290 RO072907 28 RO072908 28 METHOD OF CURING: TEMPERATURE: AMBIENT FIELD 1 T~E OF ~AMPLE: 0 9: 5 5 SOURCE OF CONCRETE: TXI FINE AQQREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 82 DAYS, LABORATORY FROM TRANSPORTED BY 07/30/94 Reed MIX 92 "F. AIR CONTENT %, SLUMP AM/~, PICK-UP CHARGE: INCHES 2.50 ~ NO M,X CODE: 8 2 7 2 TICKET NO.: 250003 UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTe: (1) Papagolos Development Co. & Murchison PrqD~rtie~, Inc./ Mr. John Papagolos ,~'~~/~ · o Sr.~ (1) City of Coppell/Mr Garreth D Campbell, (1) Nathan D. Maier Consulting Engineers, Inc./M (1) Austin Bridge & Road, Inc./Mr. Terry Tice (1) Cullum Construct~T~..~~.~.l~pc~.rS, c,~ pAGe2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 3 1779.1 REPORT NO.: JOB NO.: Proposed Round Oak Estates/Coppell, PR~£~: Texas Round Rock Dr. STA 3+70 LOCA~ON: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 07/29/94 3000 PSI 350/600 yds ARCHITECT/ENGINEER: SAMPLEDBY: F. Pitts CONTRACTOR: REPORTED TO: Papagolos Development Co. DATE: BY ORDER OF: Client 08 / 05 / 94 ORDER NUMBER: (8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. 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 R0072909 R0072910 144,500 138,500 7 7 5110 4900 5010 R0072911 R0072912 28 28 METHOD OF CURING: TEMPERATURE: AMBIENT TIME OF ~U~IPLE: 11: 40 SOU.CE Or CO.CRETE: TXI RNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): FIELD 88 DAYS, LABORATORY FROM TRANSPORTED BY 07/30/94 Reed · F MIX 9 0 'F. AIR CONTENT ~0. SUMP 2. 50 I,ONES AM/I~. PICK-UP CHARGE: Y~ NO MIX CODE: 8272 TICKET NO.: 2 5 016 3 UNIT WEIGHT PCF YIELD CFICY DISTRIBUT,~: (1) Papagolos Development Co. & Murchison Pr. oD~rtiew, Inc./ Mr. John Papagolos ~A.---~~-- · Sr. (1) City of Coppell/Mr Garreth D. Campbell, /M (1) Nathan D. Maier Consulting Engineers, Inc. (1) Austin Bridge & Road, Inc./Mr. Terry Tice Construc an (1) Cullum %~g~: ~,, ~. ~.~Pc ~. %~.~c,~ pAGe3 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 REPORT NO.: PROJECT: LOCATION: 3 do~.: 1779.1 Proposed Round Oak Estates/Coppell, Texas Round Rock Dr. STA 0+70 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 07/29/94 3000 PSI 500/600 yds ARCHITECT/ENGINEER: EAUPLEOBY: F. Pitts CONTRACTOR: REPORTED TO: Papagolos Development Co. DATE: BY OR~. OF: Client 08 / 05 / 94 OROER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2~.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH. PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LA~TORY NUMBER R0072913 R0072914 120,000 119,500 7 7 4240 4230 4240 R0072915 28 R0072916 28 METHOO OF CURING: RELD 1 TEMPERATURE: AMBIENT 8 8 TIME OF 8AMPLE: 01: 4 5 8OURCE OF CONCRETE: TXI FINE AGOREOATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS. LABORATORY FROM TRANSPORTED BY 07/30/94 Reed eF MIX CF, AIR CONTENT e/e. 8LUMP 88 PICK-UP CHARGE: INCHES NO M,X COOE: 8272 TICKET NO.: 250323 UNIT WEIGHT PCF YIELD CF/CY ~BTRIB~iON: (1) Papagolos Development Co. & Murchison Pro~rtie~, Inc./ Mr. John Papagolos (1) City of Coppell/Mr. Garreth D. Campbell, Sr. (1) Nathan D. Maier Consulting Engineers, Inc./M (1) Austin Bridge & Road, Inc./Mr. Terry Tice ( 1 ) Cullum Construcr,~T~. ~~~ ~. g]~.lcl,~pc ~D~%a~. c ,. e^~. 4 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019