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Park West CC(15.1)-LR 941208reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 11 1920.2 REPORT NO.: ~ NO.: DATE CAST: Lonestar Plywood and Door PROJECT: SPECIFICATION: Paving - 100'N, 60'E of SE building LOCXT~.: corner ~..w REPRESENTED: ARCHITECT/ENGINEER: COHTRACTOR: Lonestar Plywood & Door 12/15/94 REPORTED TO: DATE: ~2/08/94 3000 PSI 50/100 yds SxW~mBy:T. Pickens 'BYORDEROF:Client ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER 81ZE: AREA-2~.2~ ~. IN. LABORATORY NUMBER ~ELO NUMBER: L P 120801 LP 120802 MAXIMUM LOAD, LBS: 119,500 122,500 7 7 AGE WHEN TESTED. DAY~: 4230 4330 COMPRESSIVE STRENGTH, PSI: 4280 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: METHOD OF CURINQ: ~ELD I DAYS, LA--TORY F~ 12 / 09 / 94 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 52 .F M,X 63 'F, .a COGENT ~. ~UMP 6. 0 11ME OF ~AMPLE: 0 6: 0 0 ~PM, PICK-UP CHARGE: _YE8 Pioneer 4700 311905 8OUFICE OF CONCRETE: MiX COOE: TICKET NO.: INCHES FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): UNIT WEIGHT PCF YIELD CF/CY ......... (±) Lonescar Piywood.a buur/Nr. Danny NcQuary// (~"'~v~ss design group, inc./Mr. Mark Prose -_ (1) Hunt & Joiner, Inc./Mr. Vic Witt ~~~ .... (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges 1 TE~ METH~8: A~'M C 31. C ~. C 143. C 1~, C t92, C ~1, OR C 1~ p~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · 4 (FAX) 214/350-0019 11 1920.2 REPORT NO.: JOB NO.: Lonestar Plywood and Door PROJECT: Paving - 100'N, 60'E of SE building L~^~ON: corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 12/08/94 3000 PSI 50/100 yds ARCHITECT/ENGINEER: S~EOBy:T. Pickens CONTRACTOR: REPORTED TO:. Lonestar Plywood & Door DATE: 01/05/95 12/22/94 'BY O~DER OF: ORDER NUMBER: Client ~6 x 12 INCH) NOMINAt CYUNOER SIZE: AREA.E~.2~ 80. IN. FIELD NUMBER: LP120803 ~*X,MUM ~0~, mS: 130, 500 14 AGE WHEN TESTED, DAYS: 4620 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: LABORATORY NUMBER LP120804 131,000 14 4630 4630 TYPE BREAK: i~)NICAL (U.N.O.) q .E.~nKS: Does comp±y with Specification LP120805 147,500 28 5220 5270 LP120806 150,000 28 5310 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 52 T,.E OF S,,.~.E: 0 6: 0 0 Pioneer SOURCE OF CONCRETE: mYS.~TOR¥~O"12/09/94 AIR CONTENT 4700 MIX COOE: u,x 63 'F. TRANSPORTED BY Reed · .. ~UM. 6.0 PICK4JP CHARGE: .XES 311905 TICKET NO.: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIQHT YIELD U~CHE~ PCF CF~CY (i) LunuuL~a Piywuud & Duu~/'M~. D=..y (~m~°~SS design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges 4 TE~T METHOOS: ^Sm C St. C 39. C 143. C 173. C 192. C 231. OR C 10~4 PA~[= OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350.5600 · (FAX}214/350-0019 reed engineering CONCRETE COMPRESSION TEST REPORT 11 1920.2 REPORT NO.: JOB NO.: Lonestar Plywood and Door Paving - 160'N, 125'E of SE building LOC^nON: corner GEOTECHNICAL CONSULTANTS 12/08/94 3000 PSI SPE~FICATION: 80/100 yds ~ANTI~ ~PRESENTED: ARCHITECT/ENGINEER: CONTRACTOR: Lonestar Plywood & Door REPOflTED T(~. DATE: 12/15/94 ~AMP~ED BY: T. Pickens Client 'BY ORDER OF: ORDER NUMBER: (6 x 12 INCH) NOMINAL CYUNDER 81ZE: AREA.28.26 SQ. IN. LABORATORY NUMBER ~ELD NUMBER: LP120807 LP120808 87,500 91,500 MAXIMUM LOAD, LBS: 7 7 AGE WHEN TESTED. DAYS: 3090 3240 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PgI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: 3170 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 5 3 '*F ~MEOF~.~: 06: 30 ~,. Pioneer SOURCE OF CONCRETE: DAYS. LABORATORY FROM 12/09/94 TRAHSPORTEDB¥ Reed MIX 6 4 'F. AIR CONTENT 4700 ~, SL~P ~HE8 P~K-UP CHA~E: ~ES ~ 311912 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY '±) Lone~taz- Piywuud.& Duu~/'Nz. D~nny (~9'"'~:ss design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED 3 4 TESTMETHOOS: A~'M C31. C ~0. C 143, C 173, C 192, C 231, OR C 1064 pAD~ OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 11 1920.2 REPORT NO.: JOB NO.: CATE CART: Lonestar Plywood and Door Paving - 160'N, 125'E of SE building LOGAT~: corner ou.m~ RE.ESE.TED: ARCHITECT/EHQINEER: co~m~oR: 01/05/95 Lonestar Plywood & Door 12/22/94 REPORTED ~: DATE: 12/08/94 3000 PSI '80/100 yds ~ED~: T. Pickens Client 'BY OR~R ~: ORDER NUMBER: (6 x 12 INCH) NOMINAL CYUNDER 81ZE: ARE9~2~.2~ 80. IN. FIELD HUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH. P~I: TYPE BREAK: (~)NICAL (U.N.O.) REMARKS: uoes comp±y LP120809 99,000 14 3500 with LABORATORY NUMBER LP120810 107,500 14 3800 3650 LP120811 112,500 28 3980 Specification LP120812 110,000 28 3890 3940 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 5 3 ~ME OF 8AMPLE: 0 6: 3 0 Pioneer SOURCE OF CONCRETE: DAYBo LABORATORY FROM 12 / 09 / 94 MIX 6 4 'F, AIR CONTENT 4700 MIX CODE: TRANSPORTED BY Reed STUMP PICK-UP CHARGE: 311912 fiNE A~IREOATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): ..Y. ES UNIT WEIGHT PCF YIELD CF/CY INCHES (~°~ss design group, inc./Mr. Mark Pross - (1) Hunt & Joiner, Inc./Mr. Vic Witt ~ (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges ~ SIGNED 4 TEST METHODS: ABTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064 pAGE 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · 4 (FAX) 214/350-0019