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Park West CC(15.1)-LR 941213reed engineering CONCRETE COMPRESSION TEST REPORT 12 1920.2 REPORT NO.: JOB NO.: Lonestar Plywood and Door PROJECT: Paving - 30'S, 60'E of NE building Lo~^.~,: corner GEOTECHNICAL CONSULTANTS 12/13/94 DATE CAST: 3000 PSI SPECIFICATION: ~ 120/190 yds QUANTITY REPRESENTED: ARCHITECT/ENGINEER: CONTRACTOR: Lonestar Plywood & Door REPORTED TO: DATE: 0x/10/95 12/27/94 ~SED BY: H. Johnson Client BY ORDER OF: ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.28 SQ. IN. LABORATORY NUMBER FIELD NUMBER: LS 121309 LS 121310 LS121311 LS121312 127,500 131,000 28 28 4510 4630 112,500 116,000 MAXIMUM LOAD. LBS: 14 14 AGE WHEN TESTED, DAYS: 3980 4100 4040 AVERAGE STRENGTH, P~I: BREAK: CONICAL ~YPE Does~U'"'c°'o)mply with Specification REMARKS: 4570 METHOD OF CURING: FIELD i DA~S. U~ORATOnY F.O~ 12 /14/94 TEMPERATURE: AMBIENT 4 3 TIME OF 8AMPLE; 0 5 Pioneer SOURCE OF M,x 51 'F. AIR CONTENT4 . 4 0 4700 MIX CODE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY Reed e/e. SLUMP 5 · 0 INCHES PICK-UP CHARGE: v~8 308255 TICKET NO.: UNn' WEIGHT PCF YIELD CF/CY (i) Lonestaz- Piywuud & Duu~/Mz. D~,.y MuQu=zy (~[S~'~T~ss design group, inc./Mr. Mark Pross ~ (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED TEST METHODS: ASTM C 31. C ~, C 143, C 173. C 192, C 231, OR C 1064 PAGE; 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-0019 reed engineering CONCRETE COMPRESSION TEST REPORT GEOTECHNICAL CONSULTANTS 12 1920.2 REPORT NO.: JOB NO.: Lonestar Plywood and Door Pavin~ - 140'N, 50'E of SE buildin~ LOCATe: corner SPECIFICATION: QUANTITY REPRESEHTED: RATECAST:12/13/94 3000 PSI 40/190 yds ARCHITECT/ENGINEER: CONTRACTOR: Lonestar Plywood & Door REPORTED TO:. 01/10/95 12/27/94 S~P~EO ay: H. Johnson BY OR~. OF: C1 ient ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER 81ZE: AflEA-28.2~ SQ. IN. LABORATORY NUMBER F,ELO NU.aE.: LS121303 LS121304 LS121305 LS121306 147,500 150,000 28 28 5220 5310 130,000 132,500 MAXIMUM LOAD. LBS: 14 14 AGE WHEN TESTED, DAYS: 4600 4690 COMPRESSIVE STRENGTH, PSI: 4650 AVERAOE STRENGTH, PSI: TYPE BREAK: CONICAL ,EM,.~s: Does(U'"'c°'o)mply with Specification 5270 METHOD OF CURING: FIELD I DAYS. LABORATORY FROM 12 / 14 / 94 TEMPERATURE: AMBIENT 3 9 'F TIME OF 8AMPLE: 04: 25 ~M. Pioneer 80URCE OF CONCRETE: M,X S0 'F. A,. CONTEN~. 60 4700 MIX COOE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY Reed ~. SLUMP §. 0 ,nE. PICK-UP CHARGE: .XES ~) 308244 ~lCKE-r NO.: UNfr WEIGHT PCF YIELD CF~Y (i) Lones~a~-Piywuud & Duuz-/Nz. (~R'~O~ss design ~roup, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hod~es SIGNED 2 4 TEST METHODS: A~TM C 31. C 39. C 143. C 173. C 192. C 231, OR C 1064 PAG~ OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/350-O019 12 1920.2 REPORT NO.: JO6 NO.: Lonestar Plywood and Door PROJECT: Paving - 30'S, 60'E of NE building LoDA,~,: corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 12/13/94 3000 PSI 120/190 yds ARCHITECT/ENGINEER: SAMPLED BY: H. Johnson CONTRACTOR: REPORTED TO:. Lonestar Plywood & Door DATE: 12/20/94 'aY ORDER OF: Client ORDER NUMBER: (8 v 12 INCH) NOMINAL CYLINDER 81ZE: AREA-2B.2~ BO. IN. REID NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LS121307 LS121308 109,500 107,500 7 7 3870 3800 3840 u~,oo OF CUR,NO: ~EID 1 DAYS, LABORATORY ~ 12/14/94 T~NSeoRTED BY Reed ~PE~RE: AMBIENT 43 'r MIX 51 CF. AIR C~TEN~ . 40 ~. SLUMP 5. 0 ~E OF ~E: 05: 40 ~,. ~-UP CH*ROe ~E~C~C,~: Pioneer ,,XC~E: 4700 ~,O.: 308255 INCHES FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY AgH: ADMIXTURE(S): UNIT WEIGHT YIELD POF ....... (i) Lon~u~az Piywuud a Duuz-/[,i£. Danny i, icQua:y . ~ (~'}'"'~i~s design 9roMp, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED TEST METHODS: AS'tM C 31, C 39, C 143, C 173. C 192, C 231, OR C 1064 3 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-0019 r~ 12 1920.2 REPORT NO.: JOB NO.: Lonestar Plywood and Door PROJECT: Pavin9 - 140'N, 50'E of SE buildin9 L~^*~: corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 12/13/94 3000 PSI '40/190 yds ARCHITECT/ENGINEER: CONTRACTOR: Lonestar Plywood & Door REPORTED TO: DATE: 12/20/94 SAMPLED aY: H. Johnson Client 'BY ORDER OF: ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN, RELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LS121301 115,000 ? 4070 LABORATORY NUMBER LS121302 120,500 7 4260 4170 METHOD OF CURING: FIELD ~ TEMPERATURE: AMBIENT 3 9 'F TIME OF SAMPLE: 04: 25 m~M. Pioneer ~OURCE OF CONCRETE: D^YS. t*eORATORY mOM 12 / 14 / 94 AIR CONTEN~4 . 6 0 4700 MIX CODE: M,X 50 .F. TRANSPORTED BY Reed %, SLUMP 5 . 0 PICK-UP CHARGE: v~s 308244 TICKET NO.: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY INCHES (i) Lo.~L~z Plywuud & Duu~/Mz. s , . ' r (~~ss design 9 oup, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges 1 4 TEST METHODS: ASTM C 31, C ~9. C 143, C 173, C 192, C 231, OR C 1064 PAG~ ~ 2424 STU'I~ DRIVE · SUITfi400 · DAM~S, T fi~75235 · 21413.~.5600 · (FAX) 214/350-0019