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Park West CC(15.1)-LR 950306CONCRETE COMPRESSION TEST REPORT nEeOnT ,o.: 26 R~UEm: Lonestar Plywood and Door LOCATe,: Beams - loading dock ramp at SW building corner ARCHITECT/ENGINEER: CONTRACTOR: RE~,TEDTO: Lonestar Plywood & Door JoB .o.: 1920.2 reed engineering GEO¥i--CHNICAL CONSULTANTS DATE CAST: 03/06/9S SREC,~GATIO,: 3000 PS I OUA,~YRERRESE,TED: 8 yds SA,FLEOa*: H. Johnson BY ORDER OF: C1 i en t D^,E: 03 / 13 / 95 OnD£n (6 t; 12 INCH) NOMINAL CYtJNDER SIZE: AREA-28.28 SO. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH. PSI: TYPE BREAK: CONICAL (U.N.O.! REMARKS: ~BORAT~Y NUMBER LS030601 LS030602 129,300 122,600 7 7 4570 434O 4460 METHOD OF CURING: FIELD 1 O^YS. ~BORATonv FnDM 03 / 07 / 95 TRANSPORTED BY Re ed TEMPERATURE: AMBIENT 6 0 'F MIX 7 8 BF. AIR CONTENT %%° SLUMP 4. 0 0 INCHES TIME OF SAMPLE: 01: 15 A~M. SOURCE OF co.cn~rE: Pioneer M,X CODE: 0345 PICK-UR ClIARGE: · ,CKET ,o.: 324582 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY o,sm,,u,o.: (1) Lonestar Plywood & Door/Mr. Danny McQuary. ~~ / __. (1) pross design ~roup, inc./Mr.-Mark Pross (l) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hod~es SIONED '(1) 'City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C $1, C ~, C t4~, C tT:~. C 19~, C 2:~t, OR C 1064 PAO~- O~ ~ 2424 STU'I-Z DRIVE a SUITE400 a DALLAS, TEXAS75235 a 2141350'5600 ' (FAX}214/350-O019 reed engineering GEOYECHNICA. L CONSULTAN¥:~ CONCRETE COMPRESSION TEST REPORT R£,ORT ,O.: 26 ~0 NO.: 1920. 2 PR~E~: Lonestar Plywood and Door LOCXT,O.: Beams - loading dock ramp at SW building corner ARCHITECT/ENGIHEER: O^*E CAST: 03/06/95 SPEC,F,C*~O,: 3000 PS I OUANTIW REeRESE.TEO: 8 yds SAMPLED er: H. Johnson BY OROE. BY: Client .EeORTEDTO: Lonestar Plywood & Door DATE: ORDER NUMBER: INCH) NOMINAL CYLINDER SIZE: AREA.2B.28 SO. IN. FIELD NUMBER: MAXIMUM LOAD. LB~ AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTlt. PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER' LS030603 LS030604 LS030605 LS030606 134,500 150.000 158.100 166.500 14 14 28 28 4760 5310 5590 5890 5035 574O ME~OOOFCUR,NG: r,EtO 1 D,VS.~BO~TOR*FROM 03/07/95 TRANSPORTEDBY. Reed 'tEMPERATURE: AMBIENT 6 0 'F MIX 7 8 CF. AIR CONTENT ~UMP 4. 0 0 I.C,ES T~E O~ ~,FLE: 0 1: 15 SOURCE OF CONCRETE: Pioneer .,x cco~: 034 5 PICK-UP CHARGE: TIC~ET NO.: 324582 Y~X ,o FINE AGGREGATE: COARSE AGGREGATE: WATEI~ CEUEHT: FLY ASH: ADMIXTURE{Si: UNIT WEIGItT YIELD PCF CFK~Y ~s~,~o~. (1) Lonestar Plywood & Door/Mr. Danny McQu~~~ '(1) pross design group, inc./Mr. Mark Pross (~) Hunt & Joiner, Inc./Mr. Vic Witt (3.) Hill & Wilkenson, Inc./Mr. Dwayne Hod~es SIG.EO '(1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C 31. C:)9. C t4~. C 173, C 192, C 2'3t, ORC 1064 PAOli ~. OF ~, 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 2141350-5600 · (FAX) 2141350-O019