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Park West CC(15.1)-LR 950321 28 jo~ ~.:1920.2 REPORT NO.: Lonestar Plywood and Door Ramp slab - 50'E of building LOCATION: ARCHITECT/ENGINEER: COHTRACTOR: REPORTED TO: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: 03/21/95 4000 PSI SPECIFICATION: 40/200 yds QUANTITY REPRESENTED: S~U;D BY: B. Lucas BY ORDER OF: C1 lent 04/18/95 DATE: 04/04/95 ORDER NUMBER: Lonestar Plywood & Door (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN. lABORATORY NUMBER FIELDNUMBER: LP032103 LP032104 .AXIMUMLOAD, LBS: 130,000 123,000 14 14 AGE WHEN TE~ED, DAYB: 4600 4350 COMPRE~IVE S~ENGTH. PSI: 4480 AVERAGE STRENGTH, PSi: LP032105 130,500 28 4620 ~PE BR~K: CONICAL (U.N.O.) RE~RKS: Does comply with Specification LP032106 142,000 28 5020 4820 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 03/22/95 *F MIX CF, AIR CONTENT TEMPERATURE: AMBIENT 60 70 TIME OF SAMPLE: 0 5 SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): M,x CODE: 520 0 TRANSPORTED BY o/o, Reed SLUM. 4.50 PICK-UP CHARGE: ~x~ES TICK~NO.: 325079 INCHES NO UNIT WEIGHT PCF YIELD CF/CY D,~mBU~N: (1) Lonestar Plywood & Door/Mr. Danny McQ~R~~~~~/ (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 TE~M~H~B: ASTM C31, C~. C1~, C'~, C1~, C~I. ORCl~ PAO~ 2424STU'I'ZDRNE · SUITE400 · DALLAS, TEXAS75235 · 21~350-5600 · (FAX) 214/350-O010 1920.2 28 j~ ,o.: Lonestar Plywood and Door PROJECT: Paving - 10'S, 150'W of SE building LOC~TIG,: corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: reed engineering GEOT~-CHNICAL CONSULTAN I'~; CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: Lonestar Plywood & Door 03/21/95 4000 PSI 140/200 yds S*M~.ED BY: B. Lucas 04/18/95 DATE:04/04/95 BY O~R ~: C1 lent ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AflEA-28.26 SQ. IN. FIELD NUMBER: LP032109 MAXJMUM LOAD. LBS: 105, 500 AGE WHEN TESTED, DAYS: 14 3730 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: LABORATORY NUMBER LP032110 103,500 14 3660 3700 LP032111 114,500 28 4050 ~PE BR~K: C~L [U.N.O.) R~KB: Does not comply with specification LP032112 107,500 28 3800 3930 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 65 DAY$, LABORATORY FROM 03/22/95 TRANSPORTED BY Reed MIX 'F, AIR CONTENT %, SLUMP 75 TIME OF SAMPLE: 0 7: 3 8 A~M. SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): PICK-UP CHARGE: ~ES MIX CODE: 5 7 0 0 nCKETNO.: 325091 UNIT WEIGHT PCF YIELD CF/CY INCHES NO D,Sm,BU~O~: (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 ~NED (1) City of Coppell/Mr. Garth Campbell TEST METHODS: AS~ C$1, C~. C1~, C~73, C~g2, C~,ORC~ p~ ~4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 21~35~5600 · (FAX) 2141350~01S reed engineering CONCRETE COMPRESSION TEST REPORT 28 · REPO. T NO.: JO; NO.: 19 2 0 2 Lonestar Plywood and Door PROJECT: Ramp slab - 50' E of building LOCATION: GEOTECHNICAL CONSULTAN¥~ ~T= CAST: 03/21/95 4000 PSI ~PECIFICATION: 40/200 yds QUANTITY REPRESENTED: ARCHITECT/ENGINEER: CONTRACTOR: Lonestar Plywood & Door REPORTED TO: SAMPLED BY: B. Lucas 'BY ORDER OF: Cl lent DATE: 04/04/95 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2~.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: LABORATORY NUMBER LP032103 LP032104 LP032105 130,000 123,000 14 14 28 4600 4350 4480 LP032106 28 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM TEMPERATURE: AMBIENT *F 60 MIX 70 nME ~ EAM~: 05: 35 A~M. SOURCE OF CONCRETE: Pioneer TRANSPORTED BY 03/22/95 *F, AIR CONTENT %, Reed SLUMP 4.50 PICK-UP CHARGE: ~E8 MIX CODE: 5200 TICKET NO.: 325079 INCHES NO RNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY D,Sm,SU~OR: (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 3~, C 143, C 173, C 192, C 231. OR C 1064 PAG~2 OF4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX)214/350-O019 reed engineering CONCRETE COMPRESSION TEST REPORT 1920.2 2 B ~ NO.: Lonestar Plywood and Door PROJECT: Paving - 10'S, 150'W of SE building LOC*nON: corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door GEOq--f=CHNICAL CONSULTAI%IYE DATE C~ST: 03/21/95 4000 PSI SPECIFICATION: 140/200 yds QUANTITY REPRESENTED: ~M~D BY: B. Lucas BY ORDER OF: Client DATE: 04 / 04 / 95 O~DER .U.BER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ, IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, AVERAGE STRENGTH, TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LP032109 LP032110 LP032111 105,500 103,500 14 14 28 3730 3660 3700 LP032112 28 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 65 .F MIX 75 ~ME OF SAMPLE: 07: 38 A~M. SOURCE OF CONCRETE: Pioneer TRANSPORTED BY 03/22/95 *F, AIR CONTENT Reed SLUMP PICK-UP CHARGE: M,X CODE: 57 00 ~CK~ .O.: 325091 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY D,Sm,EUT~": (1) Lonestar Plywood & Door/Mr. Danny McQu~~~~~__~.. (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 TESTMETHCOS: ~ C31, C~, C1~, C1~, C192, C~I, ORC 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-001,% reed engineering GEO¥f=CHNICAL CONSULTANTE CONCRETE COMPRESSION TEST REPORT 1920.2 28 ~m NO.: REPORT NO.: Lonestar Plywood and Door PROJECT: Ramp slab - 50' E of building LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO:. Lonestar Plywood & Door DATE C*~: 03/21/95 4000 PSI SPECIFICATION: 40/200 yd.~ QUANTITY REPRESENTED: SAMPLED BY: B. Lucas BY ORDE, ~: C1 lent =ATE: 0 3 / 2 8 / 9 5 ORDE, NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIX. E: AREA-2~.~ SO. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSi: AVERAGE STRENGTH, PS1: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LP032101 109,600 7 3880 LABORAT~Y NUMB~ LP032102 116,000 7 4100 3990 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 60 DAYS, LABORATORY FROM MIX 70 ~ME OF ~".~: 05: 35 ASa' SOURCE OF CONCRETE: Pioneer TRANSPORTED BY 2ee~ FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 03/22/95 ~' SLUMP4 · 5 0 INCHES PICK-UP CHARGE: ]~F.~ NO TICKET ,O.: 325079 UNIT WEIGHT PCF "F. AIR CONTENT MIX CODE: 52 00 YIELD CF/CY D,STR,B~,O~: (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 Coppei1/Mr. Garth Campbell TEST METHODS: ASTM C ~1, C ~9, C 14~, C ,/3, C 192. C 231. OR C ,064 PAGL~]' 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/3504301& reed engineering GEOT~-CHNICAL CONSULTAN¥~2 CONCRETE COMPRESSION TEST REPORT 28 jo~ NO.:1920.2 REPORT NO.: Lonestar Plywood and Door Paving - 10'S, 150'W of SE building LOCATK)N: corner ARCHITECT/ENGINEER: CONTRACTOP~ REPORTED TO: Lonestar Plywood & Door DA~ ~: 03/21/95 4000 PSI SPECIFICATION: 140/200 yds QUANTITY REPRESENTED: S^MPLED BY: B. Lucas BY OROER ~: C1 ient DA~: 03/'28 / 95 O~DER NUMBER: (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, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LP032107 92,100 7 3260 LABORAT~Y NUMBER LP032108 95,000 7 3360 3310 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 65 ~ME OF ~MPLE: 07: 38 ~URCE ~ CONCR~: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM MIX 75 03/22/95 TRANSPORTED BY *F, AIR CONTENT M,x co~: 5200 Reed SLUMP D,STR,SU~ON: (1) Lonestar Plywood & Door/Mr. Danny nCKET NO.: 325091 UNIT WEIGHT PCF YIELD CF/CY INCHES NO (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 ~METHOOS: ASTM C31, C~, C1~, C1~, C1~, C~1,~C1~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-0019 reed engineering GEO¥~.CHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT SPECIFICATION: QUANTITY REPRESENTED: 1920.2 28 J~ ,o.: REPORT NO.: Lonestar Plywood and Door PROJECT: Ramp slab - 50'E of building LOCATION: ARCHITECT/ENGINEER: Lonestar Plywood & Door REPORTED TO: DATE CAST: 03/21/95 4000 PSI 40/200 yds S~M~D BY: B. Lucas DATE: 03/28/95 'BY ORDE" ~: C1 ient ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. F,ELD NUMBE,: LP 032101 M~,MU. LO~. LBS: 109, 600 AGE WHEN TESTED, DAYS: 7 3880 COMPRESSIVE S. TRENGTH, PSI: AVERAGE STRENGTH, PSI: ..... TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LP032102 116,000 7 4100 .'3990 METHOD OF CURING: FIELD DAYS. LABORATORY FROM TEMPERATURE: AMBIENT 6 0 °F M,X 70 TIME OF SAMPLE: 0 5: 3 5 ~M. SOURCE OF CONCRETE: Pioneer TRANSPORTED BY 03/22/95 OF, AIR CONTENT Reed SLUMP 4.50 PICK-UP CHARGE: XES M,X CODE: 5 2 0 0 TICKET NO.: 325079 INCHES FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ~M~X'rURE(S): UNIT WEIGHT PCF YIELD CF/CY D,S~,B~,ON: (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 C31, C39, C143, C173, C192, C231,ORC1064 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-O019 28 jo~.o.:1920.2 REPORT NO.: Lonestar Plywood and Door PROJECT: Pavin9 - 10'S, 150'W of SE buildin9 mcAT~N: corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: reed engineering GEOYECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: Lonestar Plywood & Door 03/21/95 4000 PSI 140/200 yds SAMPLED BY: B. Lucas sY O~n ~: C1 lent DATE: 03/28/95 ORDER.UMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~Q. IN. FIELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LP032107 92,100 7 3260 LABORATORY NUMBER LP032108 95,000 7 3360 3310 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT *F 65 MIX ME oF ~MP, ~: 07: 38 A~M, SOURCE OF CONCRETE: Pioneer TRANSPORTED BY 03/22/95 °F, AIR CONTENT Reed 8LUMP PICK'UP CHARGE: Mix CCOE: 5200 ~CKET NO.: 325091 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY D,Sm,,~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 SIGNED TEST METHODS: ASTM C31, C39, C143. C173, C192, C231, ORC1064 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019