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Park West CC(15.1)-LR 941220 13 1920.2 REPORT NO.: JOB NO.: Lonestar Plywood and Door PROJECT: Paving - ll0'S, 50'W of NE corner of LOCAT,ON: east parking lot ARCHITECT/ENGINEER: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 12/20/94 3000 PSI 340/400 yds S~PLEDBy:H. Johnson CONTRACTOR: 01 / 17 / 95 BY ORDER OF: Lonestar Plywood & Door 01/03/95 REPORTED TO: DATE: ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-Z8.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: LP122021 LP122022 LP122023 114,500 122,500 130,000 MAXIMUM LOAD, LBS: 14 14 28 AGE WHEN TESTED, DAYS: 4050 4330 4600 COMPRESSIVE STRENGTH, PSI: 4190 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) RE--KS: Does comply with Specification LP122024 133,000 28 4700 4650 METHOD OF CURING: FIELD 1 DAYS. LABORATORY FROM 12 / 21 / 94 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 52 "F MIX 59 'F, AIR CONTENT4 . 0 0 %, SLUMP 5 · 0 TIME OF SAMPLE: 0 9: 5 0 .~¥PM, PICK-UP CHARGE: -Y-ES Pioneer 4700 308453 SOURCE OF CONCRETE: MIX CODE: TICKET NO.: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY INCHES (1) ~onescar Plywood a Door/'~i. D~y MuOu~y ,/,_. / ) press design group, inc./Mr. Mark Press ~w' ~ / ~/ _ (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hedges (1) City of Coppell/Mr. Garth Campbell SIGNED 8 TEST METHODS: ASTM C31, C39, C143. C173, C192, C231,ORC1064 PAGE g 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 13 1920.2 REPORT NO.: JOB NO.: Lonestar Plywood and Door PROJECT: Paving - 170'N, 30'W of SE corner of LOCATION: east parking lot reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUAN~TYREPRESENTED: 12/20/94 3000 PSI 230/400 yds ARCHITECT/ENGINEER: SAMPLED BY: H. Johnson CONTRACTOR: REPORTED TO: Lonestar Plywood & Door CATE: 01/17/95 01/03/95 BY ORDER OF: ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: LP 122015 107,500 MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: 3800 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: 3890 LABORATORY NUMBER LP122016 112,500 14 3980 LP122017 123,000 28 4350 ~PE BR~K: ~NICAL (U.N.O.) ~ REMARKS: Does comp±y with Specification LP122018 130,000 28 4600 4480 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 4 8 TIME OF 8AMPLE: 0 8: 15 ~M. Pioneer SOURCE OF CONCRETE: DAYS. ~RATORY FROM 12 / 21 / 94 AIR CONTENT4 , 0 0 4700 MIX CODE: MIX 53 o~, TRANSPORTED BY Reed °/o. SLUMP 5 . 25 PICK-UP CHARGE: ..Y. ES 308438 TICKET NO.: INCHES FINE AGGREGATE: COAR8E AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY R, (i) Loz, esLur Plywood & Duuz/i,k. D~xmy ;-icQ~&F// ~ ~ (~[s~ ~5~ss design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED 6 TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064 PAGE 8 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350-0019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 13 JOB "O.: 1920. 2 PROJECT: Lonestar Plywood and Door LOCAT,ON: Paving - ll0'N, 60'W of SE corner of east parking lot ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door DATE CAST: 12 / 20 / 94 SPECIFICATK)N: 3000 PS I OUAN~TY REP"ESENTED: 110/4 0 0 yds SAMPLED BY: H. Johnson BY ORDER ~: Client 01/17/95 DATE: 01 / 0 3 / 9 5 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 LP122009 LP122010 LP122011 LP122012 137,500 140,000 153,500 159,000 14 14 28 28 4860 4950 5430 5620 4910 5530 Does comply with Specification METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 12/21/94 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 5 2 'F M'X 6 0 'F, AIR CONTENT4 . 6 0 ~, SLUMP 4.7 5 INCHES ~ME OF ~AMPLE: 0 4: 2 0 SOURCE OF CONCRETE: Pioneer AMII~. PICK-UP CHARGE: YES u,x CODE: 4700 TICKET NO.: 308425 NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE{S): UNIT WEIGHT PCF YIELD CF/CY D,STH,BUT,O,: (1) Lonestar Plywood & Door/Mr. Danny McQu~//~ (1) pross design group, inc./Mr. Mark Prose (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, C~, C1~. C173, C192. C231, ORC1~ PAG~ ~ ~ ~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/35OO019 reed engineering CONCRETE COMPRESSION TEST REPORT 13 1920.2 REPORT NO.: JOB NO.: Lonestar Plywood and Door PROJECT: Paving - 20'N, 20'W of SE corner of · OC*~ON: east parking lot ARCHITECT/ENGINEER: DATE: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door GEOTECHNICAL CONSULTANTS DATE CAST: 12/20/94 3000 PSI SPECIFICATION: 60/400 yds QUANTITY REPRESENTED: SAMPLED aY: H. Johnson 01/17/95 01/03/95 BY ORDER OF: ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: LP122003 MAXIMUM LOAD. LBS: 114, 500 14 AGE WHEN TESTED, DAYS: 4050 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: LABORATORY NUMBER LP122004 118,000 14 4170 4110 LP122005 129,500 28 4580 TY~ BR~K: CONICAL (U.N.O.) REM~KS: Does comply with Specification LP122006 127,000 28 4490 4540 METHOO OF CURING: FIELD 1 DAYS. LA~mATORYFROM 12/21/94 TEMPERATURE: AMBIENT 5 0 'F MIX 5 6 OF. AIR CONTENT4 . 4 0 TIME OF SAMPLE: 04: 40 ~p~, SQURCE OF CONCRETE: Pioneer M~XCODE: 4700 TRANSPORTED BY Reed eA,, SLUMP 5 · 0 PICK-UP CHARGE: ..y..IES 308419 TICKET NO.: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): UNIT WEIGHT PCF YIELD CF/CY INCHEB ~o (,,S~,SUT,O,. [1) Lonescar F±ywood & uoor/~r, uanny ~[)" prSss design group, inc./Mr. Mark Pross .. (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED 2 TEST METHODS: ASTM C31, C39, C143, C173, C 192, C231, ORC1064 8 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 13 1920.2 12/20/94 REPORT NO.: JOB NO.: DATE CAST: Lonestar Plywood and Door 3000 PSI PROJECT: SPECIFICATION: Paving - ll0'S, 50'W of NE corner of 340/400 yds LOCA~ON: east parking lot OU~TI~,EF,ESENTED: SAMPLED BY: H. Johnson Client 'BY ORDER OF: ARCHITECT/ENGINEER: Lonestar Plywood & Door REPORTED T~. DATE: ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.2~.2~ ~O. IN. FIELD NUMBER: LP122021 MAXIMUM LOAD, LBS: 14 AGE WHEN TE~I'ED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE ~TRENGTH, PSI: 1YPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LP122022 LP122023 LP122024 14 28 28 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 5 2 'F TIME OF ~MPLE: 09: 50 PM. Pioneer ~OURCE O~ CONCRETE: DAYS0 LABORATORY FROM 12 / 21 / 94 M,X 59 'F. A,a CONTEN~. 00 4700 MIX CBOE: · RANSPOnTEO ayReed ~. SLUM,' 5. 0 PICK-UP CHARGE: YES 308453 TICKET NO.: INCHES FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY : 'i) Lun~s~z Piywuud.& Duu~/'M~. D~,,y HuOu~~~ (~RI~S~ design group, .inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges s,e.~ !~. . 8 8 TEST METHODS: AS~ C31. C~. C143. C173, C 192. C~I. ONCI~ pARF ~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX)214/35043019 13 REPORT NO.: T,one.~tar Plywood Paving - 110'S, 50'W LCOA~N: east parking lot ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar reed engineering COHCRETECOMPRESSIONTEST REPORT 1920.2 JOB NO.: and Door of NE corner of Plywood & Door GEOTECHNICAL CONSULTANTS 12/20/94 DATE CAST: 3000 PSI SPECIFICATION: 340/400 yds OUANTITY REPRESENTED: DATE: 12/27/94 SAMPLED BY: H. Johnson Client *BY ORDER OF: ORDER NUMBER: (6 x 12 INCH) NOMIHAL CYLINDER SIZE: AREA.28.26 SCI. IN. LABORATORY NUMBER FIELD NUMBER: LP122019 LP122020 102,000 106,500 MAXIMUM LOAD. LBS: 7 AGE WHEN TESTED, DAYS: 3610 3770 COMPRESSIVE STRENGTH. PSI: 3690 AVERAGE STRENGTH. PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: METHOD OF CURING: FIELD I OAYS0LABORATORYFFIOM 12/21/94 TRANSPORTEDSY Reed TEMPERATURE: AMBIENT 5 2 'F U~X 5 9 'F. AIR CONTENT4 . 0 0 ~, SLUMP 5 . 0 TIME OF ~AMPLE: 0 9: 5 0 ~u. PICK4JP CHAFK)E: .-~E8 Pioneer 4700 308453 ~OURCE OF CONCRETE: MIX CODE: TICKET NO.: INCHES FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY (1) 5un~st~: Piywuud & Duuz/M~. D~.~y HuQu~~~ (~m~ss design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED 7 8 TEST METHODS: ASTM C 31. C39, C 143, C 173, C 192. C 231. OR C 1064 PAGE ~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 2141350-5600 · (FAX) 2141350-O019 13 1920.2 REPORT NO.: JO~9 NO.: Lonestar Plywood and Door PROJECT: Paving - 170'N, 30'W of SE corner of · OCATmN: east parking lot ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: 12/20/94 3000 PSI 230/400 yds QUANTITY REPRESENTED: ~ddPLED BY: H. Johnson Client BY ORDER OF: Lonestar Plywood & Door DATE: ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SO. IN. RELO NUUBER: LP122015 MAXIMUM LOAD, LBS: 14 AGE WHEN TESTED, DAYB: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, P*~I: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LP122016 LP122017 LP122018 14 28 28 METHOD OF CURING: FIELD I DAYS, LABORATORY FROM 12/21/94 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 4 8 'F MIX 5 3 'F. A'" CONTEN~ · 0 0 ~e, ~LUMP 5.2 5 ~CHES ~ME OF EAM.LE: 0 8: 15 ~m~., P~-U. C.A~E: ~s ~o Pioneer 4700 308438 ~RCE OF C~R~: MIX C~E: ~ET NO.: FINE AG(]REQATE: COARSE AGGREGATE: WATER~ CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY ; (1) ~.onestar- Piywuud & Duuz/;,k. D~,~Ay (~R'~O~SS design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges S,~=D 6 8 TEST METHODS: ASTM C31. C39. C143. C173, C192, C231, ORC1064 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/3504)019 reed engineering CONCRETE COMPRESSION TEST REPORT GEOTECHNICAL CONSULTANTS 13 1920.2 12/20/94 REPORT NO.: JOB NO.: DATE CAST: Lonestar Plywood and Door 3000 PSI PROJECT: SPECIFICATION: Paving - 170'N, 30'W of SE corner of 230/400 yds LOC^~O.: east parking lot QUANTITY REPRESENTED: ARCHITECT/ENGINEER: Lonestar Plywood & Door 12/27/94 REPORTED TO: DATE: SAMPLED BY: H. Johnson Client BY ORDER OF: ORDER NUMBER: (6 x 12 INCH) NOMINAL CYUNDER ~IZE: AREA-2~.26 ~Q. IN. LABORATORY NUMBER FIELD NUMBER: LP122013 LP122014 95,000 101,500 MAXIMUM LOAD. LBS: 7 7 AGE WHEN TESTED. DAYS: 3360 3590 COMPRESSIVE 8TRENGTH. PSh 3480 AVERAGE STRENGTH. P~I: TYPE BREAK: CONICAL (U.N.O.) REMARKS: METHOD OF CURING: FIELD 1 DAYS. LABORATORY FROM 12/21/94 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 4 8 'F U,X 5 3 'F, ,UR CONTENT4 . 0 0 cA. SLUMP 5.2 5 11ME OF ~AMPLE: 0 8: 15 ~M. PICK-UP CHARGE: ~ES Pioneer 4700 308438 8OURCE OF CONCRETE: MIX CODE: TICKET NO.: INCHES FINE AGGREGATE: UNIT WEIGHT COARSE AGGREGATE: WATER: YIELD CEMENT: ... FLY ASH: ADMIXTURE(S): PCF CF/CY (~s~'~°~ss design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges 5 8 TEST METHODS: ASTM C 31, C 39. C 143. C $73. C 192, C231, OR C I064 pADS OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 2141350-5600 · (FAX) 2141350-0019 13 REPORT HO.: Lonestar Plywood PROJECT: Paving- ll0'N, 60'W LOOAT,ON: east parking lot ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar reed engineering CONCRETE COMPRESSION TEST REPORT 1920.2 ~B NO.: and Door of SE corner of Plywood & Door GEOTECHNICAL CONSULTANTS 12/20/94 DATE CAST: 3000 PSI SPECIFICATION: 110/400 yds ~ARTI~ REPRESENTED: SAMPLED BY: H. Johnson Client BY ORDER OF: DATE: ORDER NUMBER: (6 x 12 INCH) NOMINAL. CYLINDER 81ZE: AREA-28.26 80. IN. FIELD NUMBER: Tip 122009 LABORATORY NUMBER LP122010 LP122011 LP122012 MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSt TYPE BREAK: CONICAL (U.N.O.) REMARKS: 14 14 28 28 METHOD OF CURINQ: .ELD I DAYS, LABORATORY FROM 12/21/94 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 5 2 'F M~X 6 0 °F. AIR CONTENT4 . 6 0 ~. SLUMP 4. ~ME OF EAaPLE: 04: 20 ~. ~CK-UP C.AReE: _YaS Pioneer 4700 308425 8OURCE OF CONCRETE: MIX CODE: TICKET NO.: INCHES FINE AGGREGATE: UNIT WEIGHT COARSE AGGREGATE: WATER: YIELD CEMENT: FLY ASH: ADMIXTURE(S): PCF CF;CY (~~ss design 9roMp, .inc./Mr. Mark Pross ~~~_ (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hod~es _ NED ~ TEST METHODS: ASTM C31, C39, C143, C 173. C192, C231, ORC1064 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · 8 PAGE____OF (FAX) 214/350-0019 reed engineering GEOTECHNICA, L CONSULTANTS CONCRETE COMPRESSION TEST REPORT 13 1920.2 12/20/94 REPORT NO.: JOB NO.: DATE CAST: Lonestar Plywood and Door 3000 PSI PROJECT: SPECIFICATION: Pavin9 - I10'N, 60'W of SE corner of 110/400 yds LOC*nO.: east par~lng-- lot ouR,mY REPRESENTED: ARCHITECT/ENGINEER: Lonestar Plywood & Door 12/27/94 REPORTED TO: DATE: SAMPLED BY: H. Johnson Client 'BY ORDER OF: ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: LP122007 LP122008 130,000 132,500 MAXIMUM LOAD, LBS: 7 '7 AGE WHEN TESTED, DAYS: 4600 4690 COMPflE~81VE STRENGTH, PSI: 4650 AVERAGE STRENGTH. PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: M~ OF CURING: FIELD I DAYS. LABORATORY FROM 12/21/94 TRA.SPOR~EODV Reed TEMPERATURE: AMBIENT 52 'F .,X 60 cF. AIRCONTEN~4 . 60 %~, SLUMP4 . '75 TIME OF SAMPLE: 04 : 2 0 .m~M, PICK-UP CHARGE: Pioneer 4700 308425 80URCE OF CONCRETE: MIX C(X)E: TICKET NO.: FINE AGGREGATE: uNrr WEIGHT COARSE A~GREQATE: WATER: YIELD CEMENT: FLY ASH: ADMIXTURE(S): BJCHES PCF CF/CY (~"t~°~SS~ design group, .inc./Mr. Mark Press (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED 3 TEST METHODS: ASTM C 31, C 39. C 143. C 173. C 192, C 231. OR C 10~4 PAGE 2424 STUTZ DRIVE · SUITE400 · DALLAS. TEXAS75235 · 214/35C~5600 · (FAX)214/350~(X)19 13 REPORT NO.: Lonestar PROJECT: Paving - LOC^nON: east ARCHITECT/ENGINEER: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 1920.2 12/20/94 JOB NO.: DATE CAST: 3000 PSI SPECFICATION: 60/400 yds QUANTITY REPRESENTED:. Plywood and Door 20'N, 20'W of SE corner of parking lot Lonestar Plywood & Door SAMPLED BY: H. Johnson BY ORDER OF: Client DATE: ORDER NUMBER: (6 x 12 INCH) NOMINAL CYUNDER 81ZE: ARE~28.26 SQ. IN. RELD NUMBER: LP122003 MA~MUM LOAD. LBS: 14 AGE WHEN TESTED. DAYS: COMPRESSIVE 8TRENQTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LP122004 LP122005 LP122006 14 28 28 METHOD OF CUFUNa: FIELD 1 DAYS. LABORATORY FROM 12 / 21 / 9 4 TRANSPORTED BY Re ed TEMPERATURE: AMBIENT 5 0 'F MIX 5 6 CF, AIR COHTENldz . 4 0 ~, SLUMP 5 · 0 ME OF ~MP,E: 04: 40 A~M. P,~-UP C~E: JES BOURCEOFCONCR~E: Pioneer M,XCOOE: 4700 TICK£TNO.: 308419 RNE AGGREGATE: UNIT WEIGHT COARSE AGGREGATE: WATER: YIELD CEMENT: : FLY ASH: ADMIXTURE(S): INCtlES XNO PCF CF/CY (±) ~onescar Plywood a Door/Hr. Danny McOuary ~ ~~ (~RI~S design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED 2 TEST METHODS: ASTM C31, C39, C143, C173. C192, C23%ORC1064 8 PAOl~ OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/3504X)19 13 REPORT NO.: Lonestar Plywood and PROJECT: Pavin9 - ll0'S, 50'W · OCAT~N: east parkin9 lot reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 1920.2 JOB NO.: DATE CAST: Door SPECIFICATION: of NE corner of QUANTITY REPRESENTED: 12/20/94 3000 PSI 340/400 yds ARCHITECT/ENGINEER: S~MPLED BY: H. Johnson CONTRACTOR: Lonestar Plywood & Door REPORTED TO: DATE: 12/27/94 BY ORDER O~: ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH. PSh AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LP122019 102,000 7 3610 LABORATORY NUMBER LP122020 106,500 7 3770 3690 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 5 2 "F TIME OF SAMPLE: 0 9: 5 0 ..~PM. Pioneer SOURCE OF CONCRETE: DAYS, LABORATORY FRO. 12 / 21 / 94 AIR CONTENT4 . O0 4700 MIX CODE: M,X 59 TRANSPORTED BY Reed SUMP 5.0 PICK-UP CHARGE: _.Y. ES 308453 TICKET NO.: INCHES FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY "'--m ........ (i) Lonescar Plywuud & Duuz/M~-. D~,z,y MuQu~ry ./ (~) ~'~SS design 9roup, .inc./Mr. Mark Pr DSS ,~~~~ (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hod~es . . _ SIGNED 7 8 TEST METHODS: ASTM C31, C 39, C 14:3, C 173. C 192, C 231, OR C 1064 PAGF OF SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 2424 STUTZ DRIVE 13 1920.2 REPORT NO.: JOB NO,: Lonestar Plywood and Door PROJECT: Paving - 170'N, 30'W of SE corner of · OCATIO,: east parking lot ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: Lonestar Plywood & Door 12/27/94 DATE: 12/20/94 3000 PSI 230/400 yds ,~,~MPLED BY: H Johnson Client BY ORDER OF: ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: LP122013 LP122014 95,000 101,500 MAXIMUM LOAD, LBS: 7 7 AGE WHEN TESTED, DAYS: 3360 3590 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH. PSI: TYPE BREAK: CONICAL (U,N.O.) REMARKS: 3480 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 4 8 T,ME OF ~"PLE: 08: 15 ~M, Pioneer SOURCE OF CONCRETE: DAYS. LABORATORY FROM 12 / 21 / 94 MIX 5 3 'F. AIR CONTEN~ . 0 0 4700 MIX CODE: TRANSPORTED BY Reed SLUMP 5.25 PICK-UP CHARGE: _Y. ES 308438 TICKET NO.: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY INCHES X~o design group, inc./Mr. Mark Press ~ (1) Hunt; & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hedges SIGNED 5 8 TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064 PAOF L 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/3504)019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 13 1920.2 REPORT NO,: JOB NO.: DATE CAST: Lonestar Plywood and Door PROJECT: SPECIFICATION: Paving - ll0'N, 60'W of SE corner of LOCATION: east parking lot QUANI~TYREPRESENTED: ARCHITECT/ENGINEER: CONTRACTOR: Lonestar Plywood & Door 12/27/94 REPORTED TO: DATE: 12/20/94 3000 PSI 110/400 yds SAMPLED BY: H. Johnson Client BY ORDER OF: ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER F,ELD ,UMSER: LP122007 LP122008 130,000 132,500 MAXIMUM LOAD, LBS: 7 7 AGE WHEN TESTED. DAYS: 4600 4690 COMPRESSIVE STRENGTH, PSI: 4650 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: METHOD O~ CURING: FIELD 1 D^YS. LABORATORYF"OM 12/21/94 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 5 2 'F MIX 6 0 'F, AIR CONTENT4 . 6 0 %. SLUMP 4 . 7 5 ~ME OF ~AMPLE: 0 4: 2 0 PM. P,CK-UP CHARGE: .XES Pioneer 4700 308425 SOURCE OF CONCRETE: MIX CODE: TICKET NO.: INCHES FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY (~S)RI~T~ss design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED 3 8 PAS; OF (~.X} 214/3fi0-0019 TEST METHODS: ASTM C31, C39, C,43, C173, C'92, C231, ORC1064 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 13 1920.2 12/20/94 REPORT NO.: JOB NO.: DATE CAST: Lonestar Plywood and Door 3000 PSI PROJECT: SPECIFICATION: Paving - 20'N, 20'W of SE corner of 60/400 yds LOCATK)N: east parking lot GUANTITYREPRESENTEO: ARCHITECT/ENGINEER: CONTRACTOR: Lonestar Plywood & Door 12/27/94 REPORTED TO: DATE: SAMPLED BY: H. Johnson Client BY ORDER OF: ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: LP122001 LP 122002 112,500 108,000 MAXIMUM LOAD, LBS: ? AGE WHEN TESTED, DAYS: 3980 3820 COMPRE~IVE STRENGTH, PSI: 3900 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: METHOD OF CURING: FIELD i DAYS. LABORATORY FROM 12/21/94 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 5 0 'F M,X 5 6 °F, A,R CONTENT4 . 4 0 e,'e, SLUMP 5 · 0 TIME OF SAMPLE: 04: 4 0 PM, PICK-UP CHARGE: _Y. ES Pioneer 4700 308419 SOURCE OF CONCRETE: MIX CODE: TICKET NO.: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD ~ CF/CY INCHES (ii Lonestar Plywood a Douz-/Mr. Daxu,y HuQuazy (~R'~SS design group, inc./Mr. Mark Pross ~~~ (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED TEST METHODS: ASTM C31, C39, C143, C173, C192, C231, ORC1064 8 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering 2 1982.1 REPORT NO.: JOB NO.: Office/Warehouse - Freeport Pky @ PR~ECT: Gateway Blvd. Paving - Freeport & proposed Wrangler LOC^T~.: Drive GEOTECHNIC. AL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CA~I': SPECIFICATION: QUANTITY REPRESENTED: 12/20/94 3000 PSI 10/30 yds ARCHffECT/ENGINEER: SAMPLED BY: R. Thompson Clean Cut Cattellus Development Corp. REPUTED TO: DATE: 01/17/95 12/27/94 BY ORDER OF: ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ ~Q, IN, LABORATORY NUMBER FIELD NUMBER: WH122001 WH122002 WH122003 132,000 M~IMUM LOAD, LBS: 7 AGE WHENTESTED, DAYS: : 4670 COMPRE8~ S~ENGTH, PSI: . AVE~GE~RENGTH, PSI: 149,500 28 5290 155,000 28 5480 5390 ~ BR~K: CONICAL (U.N.O.) ~ REM^RKS: Does comp±y with Specification METHOD OF CURING: hELD 1 TEMPERATURE: AMBIENT 6 7 ]1ME OF ~AMPLE: 0 3 : 0 5 TXI SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY mOM 12 / 21 / 94 'F M,X 73 .F. ,UR CO.TEN~. 8 0 8274 MIX CODE: TRANSPORTED ElY Reed ~, SLUMP 4.5 PICK-UP CHARGE: -XES 311955 TICKET NO,: UNIT WEIGHT YIELD INCHES ]F~NO PCF CF/CY ....... (£) Cacceiiuu D~v~iupm~llL Cu~pu~Liu:~/Hz. Juli, l Gi=l.l=puuiu= ,(TT"~F/:ff Associates, Inc./Mr. Pat Acker City of Cqppell/Mr, Ken Griffin ~ ~ ~/ (1) Clean Cut/Mr. Bill Mills - . SIGNED i 1 TEST METHOOS: ASTM C 31, C 39, C 143, C 173, C 192, C 291o OR C 1064 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019