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Park West CC(15.1)-LR 950110REPORT NO.: 17 PROJECT: Lonestar Plywood and Door LGGA~oN:Paving - 60'S, 40'W of NE property corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GEO~t:CHNICAL CONSULTAN ¥~ CONCRETE COMPRESSION TEST REPORT joe .o.: 1920 . 2 OATE CAST: 01 / 10 / 9 5 SPECIFicATION: 4000 PSI QUANTITY REPRESENTED: 10 / 10 0 SAMPLED BY: T. Pickens BY ORDER OF: C1 lent 02/07/95 DATE: 01 / 24 / 9 5 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER BIZE: AREA.28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYB: COMPRESSIVE STRENGTH, PSh AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U.N.O.) LABORATORY NUMBER LS011003 LS011004 147,500 142,000 14 14 5220 5020 5120 RE~RKS: Does comply with Specification LS011005 152,500 28 5390 5530 LS011006 160,000 28 5660 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 5 8 TIME OF SAMPLE: 11: 5 2 SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM 01 / 11 / 9 5 °F M,X 69 'F, AIR CONTENT MIX CODE: TRANSPORTED BY Reed SLUMP 4. 5 0 PICK-UP CHARGE: Y[I~x TICKET NO.: 309037 UNIT WEIGHT YIELD INCHES NO PCF CF/CY DISTRIBUTION: (1) Lonestar Plywood & Door/Mr. Danny McQuary (1) prose design group, inc./Mr. Mark Prose (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges S,GNED (1) City of Coppell/Mr. Garth Campbell TEST METHODS: AS~ C31, C~, C143, C173, C192, C~I, ORCl~ PAD~2_o~ 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 a (FAX} 214/350'0019 REPORT NO.: 17 PROJECT: Lonestar Plywood and Door LOCATION: Paving - 60' S, 40'W of NE property corner ARCHITECT/ENGINEER: CONTRACTOR: RE~mTEDTO: Lonestar Plywood & Door reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT JOB NO.: 19 2 0. 2 DATE CAST: 01/10/95 SPECIFICATION: 4 0 0 0 PS I OUANTITY REPRESENTED: 10 / l 0 0 SAMPLED BY: T. Pickens 'BY ORDER OF: C1 lent DATE: 01 / 24 / 95 OR~R NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. F,ELD NUMBER: LS 011003 MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: 14 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSi: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LS011004 LS011005 LS011006 14 28 28 METHOO OF CURING: FIELD I DAYS, LABORATORY FROM 01/11/95 TRANBPORTEDBY Reed TEMPERATURE: AMBIENT 5 8 "F MIX 6 9 oF, AIR CONTENT TIME OF SAMPLE: 11: 52 AM/~. SQURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): MIX CODE: · o. SLUMP4 . 5 0 INCHES PICK-UP CHARGE: ~ NO TICKET NO.: 3 0 9 0 3 7 UNIT WEIGHT PCF YIELD CF/CY (1) pross design group, inc./Mr. Mark Pross .c0 OlBTRIBU~O": (1) Lonestar Plywood & Door/Mr. Danny (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges S,G,EO (1) City of Coppell/Mr. Garth Campbell EST METHODS: ASTM C31, C~, C14, 01~, C 1~, C~I, ORCl~ p~F ~ OF_.,?.,__ 2424STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 21~35~5600 · (FAX) 21~35~O015 REPORT NO.: 17 reed engineering GEUTECHNICAL CONSULTAN¥'~ CONCRETE COMPRESSION TEST REPORT ~os .o.: 1920 . 2 PROJECT: Lonestar Plywood and Door L~^~N:Paving - 60'S, 40'W of NE property corner ARCHffE~IENGINEER: CONTRACTOR: flEPOflTEDTO: Lonestar Plywood & Door DATE CAST: 01/10/95 SPECIFICATION: 400 0 PS I QUANTITY REPRESENTED: 10/100 yds SAMPLEDBY: T. Pickens BY ORDER OF: C1 lent DATE: 01/17/95 ORDERaUMBSR: (6 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, PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: ~RAT~Y NUMBER LS011001 LS011002 136,000 133,000 7 7 4810 4700 4760 METHOD OF CURING: FIELD 1 DAYS. LABORATORY FROM 01/11/95 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 5 8 °F M~X 6 9 'F, AIR CONTENT ~0, SLUMP 4 . 5 INCHES TIME OF SAMPLE: 11: 52 SOURCE OF CONCRETE: Pioneer MIX CODE: PICK-UP CHARGE: TICKET NO.: 309037 Y~ NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT %NEIGHT PCF YIELD CF/CY DISTRIBU~ON: (1) Lonestar Plywood & Door/Mr. Danny (1) prose design group, inc./Mr. Mark Prose (1) Hunt & Joiner, Inc./Mr. Vic Witt Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED ~(1) (1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C 31, C 39, C 143, G 173, C 192, C 231, OR C 1064 PAGF-_.I.__OF~?.-. 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/3504~19 reed engineering CONCRETE COMPRESSION TEST REPORT REPORT NO.: 17 JO~ ,O.: 1920 · 2 PROJECT: Lonestar Plywood and Door LOCAl: Paving - 60'S, 40'W of NE property corner ARCHITECT/ENGINEER: CONTRACTOR: .EPORTEDTO: Lonestar Plywood & Door GEOTECHNICAL CONSULTANTS DATE CAST: 01 / 10 / 9 5 SPECIFICATION: 4 0 0 0 PS I QUANTITY REPRESENTED: 10 / 10 0 yds S~PLEDBY: T. Pickens BY ORDER OF: Client DATE: 01 / 17 / 95 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: CONICAL (U.N.O.) REMARKS: LABO~TORY NUMBER LS011001 LS011002 136,000 133,000 7 7 4810 4700 4760 METHOD OF CURING: FIELD 1 DAYS. ~RATORY FROM 01/11/95 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 5 8 °F M,X 6 9 oF. AIR CONTENT eA. SLUMP 4 . 5 INCHES TIME OF SAMPLE: 11: 5 2 AM~, SOURCE OF CONCRETE: Pioneer MIX CODE: PICK-UP CHARGE: TICKET NO.: 3 0 9 0 3 7 Y~X NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY · McQuary D,STR,BUT,O~: (1) Lonestar Plywood & Door/Mr Danny (1) prose design group, inc./Mr. Mark Prose (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges (1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C31. C39. C143. C173. C 192. C231. ORC1064 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35C~5600 · (FAX) 21413504X)19