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Park West CC(15.1)-LR 950317 1920.2 ~~ 7 ~m NO.: REPORT NO.: Bones*car Plywood and Door Load dock ramp - SW building corner LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: reed engineering GEol t=CHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTrTY REPRESENTED: Lonestar Plywood & Door 03/17/95 4000 PSI 10/30 yds ~,mD SY: H. Johnson EY ORDER OF: C1 lent 04/14/95 DATE: 03/31 / 95 O, DER NU,BER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.Z~ SQ. IN. hELD NUMBE,: LP 031703 M~,UM LOAD. LES: 107, 800 AGE WHEN TESTED, DAYS: 14 3810 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSh LABORATORY NUMBER LP031704 108,200 14 3830 3820 LP031705 118,000 28 4170 'P(PE BR~K: CONICAL (U.N.O.) REMARKS: Does comply with Specification LP031706 122,500 28 4330 4250 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 54 DAYS, LABORATORY FROM MIX 78 TIME O; SAMPLE: 11: 3 0 ^~PM. SOURCE OF CONCRETE: Pioneer TRANSPORTED BY o3/ .8/95 AIR CONTENT3 . 8 0 ~' Reed SLU"P4 . 50 PICK.UP CHARGE: ~fES M,x CODE: 5200 TICKET NO.: 324958 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY =sTR,~m~: (1) Lonestar Plywood & Door/Mr. Danny (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges (1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192. C 231, ORC 1064 PAG~ OF~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 CONCRETE COMPRESSION TEST REPORT 1920.2 27 joR REPORT NO.: Lonestar Plywood and Door PROJECT: Load dock ramp - SW building corner LOCATION: ARCHITECT/ENGINEER: Lonestar Plywood & Door COHTRACI'OR: REPORTED TO: reed engineering GEOTF--CHNICAL CONSULTAI~I i ~ DATE CAST: 03/17/95 4000 PSI 10/30 yds QUANTITY REPRESEHTED: SAMPLED BY: H. Johnson BY ORDER OF: C1 lent DATE: 03 / 31 / 95 OROER NUMBE,: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2~.26 SQ. IN. RELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH. PSI: AVERAGE STRENGTH, PS1: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LP031703 LP031704 LP031705 107,800 108,200 14 14 28 3810 3830 3820 LP031706 28 METHOD OF CURING: RELD 1 DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 54 MIX 78 TIME OF 8AMPLE: 11: 3 0 A~M, SOURCE OF CONCRETE: Pioneer TRANSPORTED BY 03/18/95 AIR CONTENT3 · 8 0 ~' Reed SLUMP 4.50 PICK-UP CHARGE: ~ES MIX CODE: 5 2 0 0 TICKET NO.: 324958 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(8): UNIT WEIGHT PCF YIELD CF/CY msm,s~: (1) Lonestar Plywood & Door/Mr. Danny (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges (1) City of Coppell/Mr. Garth Campbell SIGNED TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192. C 231, OR C 1064 pAGL~ OF~ 2424 ST.UTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-0019 reed engineering CONCRETE COMPRESSION TEST REPORT REPORT NO.: 2 '7 JOB NO.: :19 20. 2 Lonestar Plywood and Door PROJECT: Load dock ramp - SW building corner LOCATION: DATE: ARCHITECT/ENGINEER: REPOnTEDTO: Lonestar Plywood & Door GEOTECHNICAL CONSULTANTS DATE ~ST: 03/17/95 4000 PSI SPECIFICATION: 10/30 yds QUANTITY REPRESENTED: ~ddPLED BY: H. Johnson sY O, DE, ~: C1 ient 03 / 24 / 95 ORDEn .UM~En: (S x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRE88tVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORAT~Y NUMBER LP031701 LP031702 93,800 92,100 7 7 3320 3260 3290 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT DAYS, LABORATORY FROM TRANSPORTED BY 03/18/95 Reed 54 'F MIX 78 'F. AIR CONTENT3 . 80 %%' SLUMP4.50 'nME O~ S~FLE: 11: 3 0 SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): PICK-UP CHARGE: M~X COOE: 5200 TICKET NO.: 324958 UNIT WEIGHT PCF YIELD CF/CY INCHES NO D,Sm,~ON: (1) Lonestar Plywood & Door/Mr. Danny McQuary (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges (1) City of Coppell/Mr. Garth Campbell ~STMETHOOS:AS~ C31, C~,C1~,C1~,C1920C~1,~C1~ PAG~ OF~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/3504:)019