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Park West CC(15.1)-LR 950202RE~RT NO.: 19 P~ECT: Lonestar Plywood and Door · OCAT,ON: Pavin~ - 70'N, 10'W of 1~ building' corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GEOTECHNICAL CONSULTAN I'=~ CONCRETE COMPRESSION TEST REPORT JOS NO.: 1920.2 DATE CAST: 02/02/95 SPECIFICATION: 3600 PS I QUANTITY REPRESENTED: 10 / 3 4 0 yds SAMPLED BY: H. Johnson BY ORDER O~: C1 ient 03/02/95 DATE: 02 / 16 / 95 O, DER NUMSER: (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: LABORATORY NUMBER LP020203 LP020204 118,000 118,000 14 14 4170 4170 4170 Does comply with Specification LP020205 136,600 28 4830 4870 LP020206 138,900 28 4910 METHOD OF CURING: FIELD i DAYS. LASORATOR¥ FROM 02 / 03 / 95 TEMPERATURE: AMBIENT 4 0 "F MIX 51 oF. TIME OF SAMPLE: 0 4: 2 0 AMII~. SQURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): AIR CONTENT4 . 4 0 M,X CODE: 5 2 0 0 TRANSPORTED BY %, PICK-UP CHARGE: TICKET NO.: UNIT WEIGHT Reed SLUMP 5 · 2 5 INCHES NO YIELD PCF CF/CY McQuary DIS~IBUTIO.: (1) Lonestar Plywood & Door/Mr Danny //~j (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 TE~M~HODS: AS~ 031, C~, C143, C173, C192, C~I,ORCl~ PAG~ ~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX}214/350-O019 REPORT NO.: 19 PROJECT: Lonestar Plywood and Door LOCA~ON: Paving - 40'N, 20'E of NW building corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GEOYF-CHNICAL CONSULTAr~¥~ CONCRETE COMPRESSION TEST REPORT job NO.: 1920.2 DATE CAST: 02 / 02 / 95 SPECIRCATION: 3600 PS I OUANITTY REPRESENTED: 130 / 340 yds ~MPLED BY: H. Johnson 'BY ORDER OF: C1 lent 03/02/95 DATE: 02 / 16 / 95 ORDER 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.) LABORATORY NUMBER LP020209 LP020210 117,000 122,500 14 14 4140 4330 4240 REMARKS: Does comply with Specification LP020211 LP020212 129,500 124,300 28 28 4580 4400 4490 METHOD OF CURING: FIELD 1 DAYS. LABORATORY F,OM 02 / 03 / 95 TEMPERATURE: AMBIENT 41 ,F M~X 49 °F. TIME OF SAMPLE: 0 6: 2 0 AMII~, SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): MIX CODE: 5 2 0 0 TRANSPORTED BY Reed AIR CONTENT4 . 2 0 ~, SLUMP 5 · 0 INCHES PICK-UP CHARGE: Y[FI~ NO TICKET .O.: 309996 UNIT WEIGHT PCF CF/CY YIELD DISTRIBUTION: (1) Lonestar Plywood & Door/Mr. Danny McQ~ (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 ~ME~ODS: AST" C31, C~, C1~, C173, C192, C231, ORC1~ p~;4 ~ 8 2424STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 21~35(~5600 · (FAX) 21~3504:)019 REPORT NO.: 19 PROJECT: Lonestar Plywood and Door L0CAT,O.: Pavin9 - 60'N, 70'E of the NE buildin9 corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GEOTECHNICAL CONSULTAN¥:~ CONCRETE COMPRESSION TEST REPORT aDs NO.: 1 9 2 0.2 DATE CAST: 02 / 02 / 95 SPECIFICATION: 3600 PS I OUAN~]TY REPRESENTED: 210/340 yds SAMPLED BY: H. Johnson BY ORDER OF: C1 lent 03/02/95 DATE: 02 / 16 / 95 OaDER 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.) LABORATORY NUMBER LP020215 LP020216 86,000 90,000 14 14 3040 3180 3110 ,EM^RKS: Does comply with Specification LP020217 LP020218 102,600 104,300 28 28 3630 3690 3660 METHOD OF CURING: FIELD i OAYS, L^BORATORY FROM 0 2 / 0 3 / 9 5 TEMPERATURE: AMBIENT 44 °F M'X 50 °F, nME OF S~MPLE: 07: 25 ~'~. SOURCE OF CONC.ETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): *,R CONTEHT4.20 MIX CODE: 5 2 0 0 TRANSPORTED BY Reed o/o. SLUMP 5 . 0 INCHES PICK-UP CHARGE: Y~ NO TICKET NO.: 310002 UNIT WEIGHT PCF CF/CY YIELD McQuary DISTRIBUTICH: (1) Lonestar Plywood & Door/Mr. Danny (1) pross design 9roup, 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: AS~ C31, C~, C1~, C173, C192, C~I,ORC 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX}214/3504301~ reed engineering GEO¥1=CHNICAL CONSULTAhi =~ CONCRETE COMPRESSION TEST REPORT ,EPOaT NO.: 19 -,OS NO.: 1920. 2 PROJECT: Lonestar Plywood and Door · OCAT~N: Paving - 30'S, 20'W of ~ building corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door DATE CAST: 02 / 02 / 95 SPECIFICATION: 3600 PS I QUANTITY REPRESENTED: 330/340 yds ~MP,EDBY: H. Johnson BY OR~R OF: C1 ient 03/02/95 DATE: 02 / 16 / 95 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~,. 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 LP020221 LP020222 87,500 90,000 14 14 3090 3180 3140 Does comply with Specification LP020223 LP020224 103,500 104,700 28 28 3660 3700 3680 METHOD OF CURING: FIELD DAYS. LABORATORY FRO~ 02 / 03 / 95 TEMPERATURE: AMBIENT 48 ,F u,x 52 oF. TIME OF SAMPLE: 0 8: 1 5 AM/I~, SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): AIR CONTENT4 . 4 0 MIX CODE: 5 2 0 0 TRANSPORTED BY Reed · o, SLUMP 5 . 0 INCHES PICK-UP CHARGE: Y~X NO TICKET NO.: 310015 UNIT WEIGHT PCF CF/CY YIELD O,Sm, BUT,ON: (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 S,GNEO '(1) City of Coppell/Mr. Earth Campbell TESTMETHOOS: ASTM C31, C39, C143, C173, C192, C231, OR01064 PAG; ~ OF ~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/3504~019 REPORT NO.: 19 P~£C*: Lonestar Plywood and Door Paving - 70'N, 10'W of NW building LOCATION: corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonest~ar Plywood ~ Door reed engineering GEO~CHNICAL CONSULTAN I'~ CONCRETE COMPRESSION TEST REPORT JOB NO.: 19 2 0. 2 DATE CAST: 02/02/95 BPEOIRCATION: 3600 PSI ~ANTIT~ REPRESENTED: 10 / 340 yds ~MPLEDB¥: H. Johnson BY ORDER ~: Client DATE: 02 / 16 / 95 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE BTRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LP020203 LP020204 ~P020205 118,000 118,000 14 14 28 4170 4170 4170 LP020206 28 METHOD OF CURING: FIELD 1 DAYS. ~RATORV FROM 02 / 03 / 95 TRANSPORTED aY Reed TEMPERATURE: AMBIENT 40 'F M,X 51 'F. A~R CONTENT4 . 40 %. SLUMP 5 · 2 5 INCHES TIME OF EAMPLE: 04: 20 ~P~. PICK-UP CHARGE: YI~X NO ~OURCE OF CONCRETE: Pioneer M,XCODE: 5200 TICKET NO.: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DI~RIBU~N: (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, OR C 1~64 PAGE_~_OF R 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 21413504X)19 .E~aT NO.: 19 ~ECT: Lonestar Plywood and Door Paving - 40'N, 20'E of NW building LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GEOT~.CHNICAL CONSULTAN CONCRETE COMPRESSION TEST REPORT Joe NO.: 19 2 0.2 DATE CAST: 02/02/95 SPECIFICATION: 3600 PSI QUANTITY REPRESENTED: 130/340 yds SAMPLED BY: H. Johnson BY ORDER OF: C1 lent D^TE: 02 / 16 / 95 O~DE. NUMBER: (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 ~Q. IN, FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSh AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORAT~Y NUMBER LP020209 LP020210 LP020211 117,000 122,500 14 14 28 4140 4330 4240 LP020212 28 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 0 2 / 0 3 / 9 5 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 4 1 °F M~X 4 9 OF, AIR CONTENT4 . 2 0 ~. SLUMP 5 . 0 INCHES TIME OF SAMPLE: 06: 20 A~. SOURCE OF CONCRETE: Pioneer MIX CODE: 5 2 0 0 PICK-UP CHARGE: TICKET NO.: 3 09996 Y~X FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DIS~IBUTI~: (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 SIGNED (1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C31, C39, C143, C173, C192, C231,ORC1064 PAG~ 4 OF 8 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX]21413504~O1u REPORT NO.: 19 PROJECT: Lonestar Plywood and Door Paving - 60'N, 70'E of the NE building LOCAllON: corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GEOTECHNICAL CONSULTANT~. CONCRETE COMPRESSION TEST REPORT JOB NO.: 1920. 2 DATE CAST: 02 / 02 / 95 SPEClRCAllON: 3600 PSI QUANTrrY REPRESENTED: 210 / 340 yds SAMPLED BY: H. Johnson BY ORDER OF: Client DATE: 02 / 16 / 95 ON.Eh NUMSER: (O x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN. FIELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSi: AVERAGE STREHGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LP020215 LP020216 LP020217 86,000 90,000 14 14 28 3040 3180 3110 LP020218 28 METHOD OF CURING: FIELD I TEMPERATURE: AMBIENT 4 4 TIME OF SAMPLE: 0 7 : 2 5 SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS. ~ORATORY FROM 02 / 03 / 95 OF M,X 5 0 OF, M,X CODE: 5 2 0 0 TRANSPORTED BY Reed AIR CONTENT4 . 2 0 ~. SLUMP 5 · 0 INCHES PICK-UP CHARGE: YI~X NO TICKET NO.: 310002 UNIT WEIGHT PCF CF/CY YIELD DISTRIBUTION: (1) Lonestar Plywood & Door/Mr. Danny inc./Mr. Mark Pross (1) pross design group, (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIG.ED '(1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C 31, C ~, C 15, C 1~, C ~, C ~1, OR C 1~ P~E.....~OF._~ 2424STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 21~35~5600 · (FAX) 21~350~301~ REPONT NO.: 19 PROJECT: Lonestar Plywood and Door ~.OCAT~ON:Pavin~ - 30'S, 20'W of 1~ building corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GEO¥~_CHNICAL CONSULTAN ! := CONCRETE COMPRESSION TEST REPORT JOB NO,: 19 2 0 . 2 02/02/95 DATE CAST: SPECIFICATION: 3600 PSI QUAN~TY REPRESENTED: 330 / 340 yds SAMPLED BY: H. Johnson BY ORDER OF: C1 ient DATE: 02 / 16 / 95 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SC). IN. RELD NUMBER: MAXIMUM LO~D. LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSi: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY N~BER LP020221 LP020222 LP020223 87,500 90,000 14 14 28 3090 3180 3140 LP020224 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 48 °F TIME OF SAMPLE: 08 : 15 ~OURCE OF CONCRETE: P lone e r DAYS. ~TORY FROM 02 / 03 / 95 TRANSPORTED BY M~X 52 'F. A~R CONTENT4 . 40 Reed M,XCODE: 5200 %. SLUMP 5 . 0 INCHES .cK.uPcRA.~E: y~:X .o TICKET NO.: 310015 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTRIB~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 McQuary TEST METHODS: ASTM C31, C39, 0143. C173, C192. C231, ORC1064 PAG~ 8 OF 8 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35OO01. REPORT NO.: 19 PROJECT: Lonestar Plywood and Door LOCAnoN: Paving - 70'N, 10'W of NW building corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT JOB NO.: 1920. 2 DATE CAST: 02/02/95 SPECIFICATION: 3600 PS I QUANT~Y REPRESENTED: 10 / 3 4 0 yds SAMPLED BY: H . Johnson BY ORDER OF: C1 lent DATE: 02 / 09 / 95 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SO. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABOFIATORY NUMBER LP020201 LP020202 109,500 110,500 7 7 3870 3910 3890 METHOD OF CURING: RELD 1 DAYS, LABORATORY FROM 02 / 03 / 95 TRANSPORTED BY Re ed TEMPERATURE: AMBIENT 4 0 'F M~X 51 °F. A~R CONTENT4 . 4 0 ~, SLUMP 5 · 2 5 INCHES TIME OF SAMPLE: 0 PICK-UP CHARGE: YI~:~ NO ~OURCE OF CONCRETE: Pioneer M,XCCOE: 5200 TICKET NO.: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY mSm,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 PAGF I OF 8 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · {FAX) 214/350-0019 REPORT NO.: 19 PROJECT: Lonestar Plywood and Door LOGAT,ON: Paving - 40'N, 20'E of NW building corner ARCHITECT/ENGINEER: reed engineering GEuI ~.CHNICAL CONSULTAI~'I'=, CONCRETE COMPRESSION TEST REPORT JOB NO,: 19 2 0. 2 CONTRACTOR: REPORTED TO: Lonestar Plywood & Door DATE CAST: 02 / 02 / 95 SPECIFICATION: 3600 PSI OUANTITY REPRESENTED: 13 0 / 3 4 0 yds SAMPLED BY: H. Johnson BY ORDER OF: Client DATE: 02 / 09 / 95 ORDER 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: LABORATORY NUMBER LP020207 LP020208 109,000 105,500 7 7 3860 3730 3800 METHOD OF CURING: FIELD i TEMPERATURE: AMBIENT 41 I~ME OF SAMPLE: 0 6 : 2 0 SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM 02 / 03 / 95 TRANSPORTED BY Reed · F u:x 49 'F, A,R CONTENT4 . 20 ~. SLUMP 5 · 0 INCHES AM/P~ PICK-UP CHARGE: YI~X NO MIX CODE: 5 2 0 0 TICKET NO.: 3 0 9 9 9 6 UNIT WEIGHT PCF CF/CY YIELD (1) pross design group, inc./Mr. Mark Pross DISTRIBUTION: (1) Lonestar Plywood & Door/Mr. Danny (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: ASTM C31, C39, C143, 0173, C192, C231, ORCl064 pAGF q OF ~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350~O1t) REPOflT NO.: 19 PR~E~: Lonestar Plywood and Door Paving - 60'N, 70'E of NW building LOCATION: corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GEOT~_CHNICAL CONSULTAI%I i :~ CONCRETE COMPRESSION TEST REPORT JOB NO.: 1920 .2 DATE CAST: 02 / 02 / 95 SPEClFICAT~3N: 3600 PSI QUANTITY REPRESENTED: 210 / 340 yds ~MPLEDaY: H. Johnson · BY ORDER OF: C1 ient DATE: 02 / 09 / 95 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: LP020213 LP020214 MAYJMUM LOAD. LBS: 79,500 78,000 AGE WHEN TESTED, DAYS: 7 7 COMPRESSIVE STRENGTH, PSI: 2 8 1 0 2 7 6 0 AVERAGE STRENGTH, PSI: 2790 TYPE BREAK: CONICAL (U.N.O.) REMARKS: METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 0 2 / 0 3 / 9 5 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 4 4 'F MIX 5 0 'F, AIR CONTENT4 . 2 0 ~, SLUMP 5 . 0 INCHES TIME OF SAMPLE: 0 7: 2 5 A~P~, ~OURCE OF CONCRETE: Pioneer M,X CODE: 5 2 0 0 PICK-UP CHARGE: TICKET NO.: 310002 Y~X ~ FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (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 TEST METHODS: ASTM C31, C39, C143, C173, C192, C231, ORC1064 PAGe: ~ OF ~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 21413 50-0019 REPORT NO.: 19 PROJECT: Lonestar Plywood and Door LOCATe,: Paving - 30' S, 20'W of ~ buildin~ corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GEOYF-CHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT JOS ,o.: 19 2 0.2 DATE CAST: 02/02/95 SPEC,,CAT,ON: 3600 PSI OUANTITYREPRESENTED: 330/340 yds SAMPLED BY: H. Johnson BY ORDER OF: C1 lent DATE: 02 / 09 / 95 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN. LABORATORY NUMBER FIELD NUMBER: LP 020219 LP 020220 MAXIMUM LOAD, LBS: 89, 000 85, 500 AGE WHEN TESTED, DAYS: 7 7 COMPRE~VE STRENeTH. PS,: 3150 3020 AVERAGE STRENGTH. PS~: 3090 I~PE BREAK: CONICAL (U.N.O.) REMARKS: ~ METHOD OF CURING: FIELD 1 DAYS. LABORATORY FROM 02 / 03 / 95 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 4 8 'F M~X 5 2 'F, A,R CONTENT4 . 4 0 M,, SLUMP 5 · 0 INCHES TIME OF SAMPLE: 0 8 : 15 Ak~eQ4, SOURCE OF CONCRETE: Pioneer M,X CODE: 5200 PICK-UP CHARGE: YI~X TICKET NO.: 310015 NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY OlS~IBUTION: (1) Lonestar Plywood & Door/Mr. Danny (1) press design group, inc./Mr. Mark Press (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hedges SIGNED '(1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C31, C39, C143, Cl73, C192, C231, ORC 1064 2424 STUTZ DRIVE · SUITE4.00 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO1u