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Park West CC(15.1)-LR 950329 reed engineering CQ3G°30MP GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 29 ~N0.:1920.2 DATECASr: 03/29/95 REPORT NO.: Lonestar Plywood and Door 3000 PSI PROJECT: SPECIFK:ATKN4: Sidewalk - 10'N, 15'W of NF building 20/20 yds LOCATK)N: corner QUANTITY REPRESENTED: AF~HITECTlENGINEER: SAMPLED BY: T , Pickens CONTRACroR: BY ORDER oF: Client 04/26/95 REPORTED TO: LOneStar PlyWOOd & Door ~rs.04/12/95 ORDERNUMQER: (8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA•28.28 SO. IN. LABORATORY NUMBER FIELD NUMBER: LP032903 LP032904 LP032905 LP032906 MAXIMUM LOAD,LBS: 104, 000 111, 000 120, 500 125, 400 AGE WHEN TESTED, DAYS: 14 14 2 $ 2 8 COMPRESSIVE STRENGTH, PSI: 3 6 8 0 3 9 3 0 4 2 6 0 4 4 4 0 3810 4350 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (u.N.OJ REMARKS: Does comply with Specification METHOD OF CURING: FIELD GAYS, LABORATORY FROM TRANSPORTED BY 1 03/30/95 Reed TEMPERATURE: AMBIENT 5 4 •F MIX 6 5 °F, AIR CONTENT %, SLUMP 6 . O O INCHES TIME OF SAMPLE: 11 , 2 O AAdfPM, PICK-uP CHARGE: ~ES NO SOURCE OF CONCRETE: P 1 One e r n MIX COOS: 4 '~ 0 p TICKET NO•: 3 3 6 2 7 7 FINE AGGREGATE: UNIT WEIGHT PCF COARSE AGGREGATE: WATER: YIELD CFlCY CEMENT: FLY ASH: ADMIXTURE(S): DISTRIBUTION: (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 SIGNED (1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C 31, C ~, C 143, C 173, C 192, C 231, OR C 1084 PAG~OF? 2424 STUTZ DRIVE ^ SUITE 400 ^ DALLAS, TEXAS 75235 ^ 214/350-5600 ^ (FAX) 214/350-0019 ''~ reed engineering C3G30MG°P GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 29 1920.2 oATECABT: 03/29/95 REPORT NO.: J~ ~•~ Lonestar Plywood and Door 3000 PSI PROJECT: SPECIFK:ATKNd: Sidewalk - 10'N, 15'W of NF building 20/20 yds LOCATION: corner QUANTITY REPRESENTED: ARCHITECTIENGINEER: CONTRACTOR: REPORTEDTa Lonestar Plywood & Door SAMPLED Bv: T . Pickens BY ORDER OF: Cl lent DATE 0 4/ 0 5/ 9 5 ORDER NUMBER: (8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA•28.28 SQ. IN. FIELD NUMBER: LP 0 3 2 9 01 MAXIMUM LOAD, LBS: 9 7, 2 0 0 AGE WHEN TESTED, DAYS: 7 3440 LABORATORY NUMBER LP032902 92,400 7 3270 QOMPRESSIVE STAENf3T'H,,P31: ::: 3360 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: METHOD OF CURING: FIELD DAYS, LABORATORY FROM TRANSPORTED BY 1 03/30/95 Reed TEMPERATURE: AMBIENT 5 4 °F MIX 6 5 °F, AIR CONTENT %, SLUMP 6 • Q Q INCHES TIME OF SAMPLE: 11 , 2 O AI~PM, PICK-UP CHARGE: ~ES NO SOURCE OF CONCRETE: P 1 Onee r MIX CODE: 4'~ Q 0 TICKET NO.: 3 3 6 2 7 7 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CFlCY oISTRiBUTION: (1) Lonestar Plywood & Door/Mr. Danny McQuary (1) pross design group, inc./Mr. Mark Pross (T) Hunt &'Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED {1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1061 PAG~OF? 2424 STUTZ DRIVE ^ SUITE 400 ^ DALLAS, TEXAS 75235 ^ 214/350-5600 ^ (FAX) 214/350-0019 n reed engineering C3G30MP GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 2 9 JOB N0.:19 2 0. 2 DATE ~~: 0 3/ 2 9/ 9 5 Lonestar Plywood and Door 3000 PSI PROJECT: SPECIFICATION: Sidewalk - 10'N, 15'W of NE building 20/20 yds LOCATION; Corner QUANTITY REPRESENTED: ARCHITECT/ENGINEER: CONTRACTOR: SAMPLED BY: T . Pickens BV ORDER OF: Cl lent REPORTED TO: Lone Star PlyWOOd & Door DA~:04/05/95 ORDER NUMBER: (8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA•28.28 SO. IN. LABORATORY NUMBER FIELD NUMBER: LP032901 LP032902 MAXIMUM LOAD, LBS: 9 7, 2 0 0 9 2, 4 0 0 AGE WHEN TESTED, DAYS: 7 7 COMPRESSIVE STRENGTH, PSI: 3 4 4 0 3 2 7 0 3360 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: METHOD OF CURING: FIELD DAYS, LABORATORY FROM TRANSPORTED BY 1 03/30/95 Reed TEMPERATURE: AMBIENT 5 4 •F MIX 6 5 °F. AIR CONTENT %, SLUMP 6 O O INCHES TIME OF SAMPLE: 11 , 2 ~ AA~lPM, PK:K-UP CHARGE: ~ES NO SOURCE OF CONCRETE: P l One e r MIX CODE: 4'] D O TICKET NO.: 3 3 6 2 '] '~ FINE AGGREGATE: UNIT WEIGHT PCF COARSE AGGREGATE: WATER: YIELD CFlCY CEMENT: FLY ASH: ADMIXTURE(S): DISTRIBUTION: (1) Lonestar Plywood & Door/Mr. Danny McQuary _ (1) pross design group, s.nc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges sINED {1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C 31, C 39. 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