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Big Cedar-LR 920506reed engineering GEOYF. CHNICAL CONSULTANi~ CONCRETE COMPRESSION TEST REPORT ~N~24. 1 REPORT NO,: 2 PR~EcT:Big Cedar Addition Paving STA used from: Leagh Street LOCAT'ONs TA 3+60 ARCHITECTIENGINEERGoodwin & Marshall, Inc. CONTRACTOR: Lec~nst ruct ion fftff ~' ~/~/~7~ REPORTED TO:Matthews Investments Southwest DATE: 05/13/92 DATE CAST:0 5/0 6/9 2 8PECIFICATION,~ 0 0 0 PS I QUANTrrY REPRESENTED:9 / 2 7 ~MPLEO aYE. Steadman 'BY ORDER OF~ontractor ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ 8(2. 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 BCA050601 BC040602 BC040603 109,000 7 28 28 3860 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE:10: 5 5 1 DAYS, LABORATORY FROM 05/07/92 TRANSPORTED BY Reed 60 'F MIX 76 'F, AiR CONTENT 4 · 20 ~. SLUMP .~_M~M, PICK-UP CHARGE: ~ES 4 INCHES --NO SOURCE OF CONCRETE:Mid cities Ready Mix FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): MIX CODE: TICKET NO.: 6 SACK 258231 UNIT WEIGHT PCF YIELD CF/CY m STRiBUT,ON. (2.)Mathews investments Scut hwest, Inc./M r~T H~ (1) Gooawln & Marshall, Inc./Mr. Robert Marshall ~11 Legend Construction/Mr. David Carlton city of Coppell/Mr. Larry Davis SIGNED TEST METHODS: ASTM C $1, C ~9, C 14~, C 175, C 192. C 2~1,ORC 1064 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214135C~O019 REPORT NO.: 2 ,R~EcT:Big Cedar Addition L~AT,ON.STA 3+00 Leagh Street ^RCH'TECT~ENG'NEERGoodwin & Marshall, Inc. CO"TRACTOR'~ege--h'--cr Construction ~Z~t~ REPO,TEOTO:Matthews Investments Southwest reed engineering GEO~,-CHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT aDS No~2 4.1 DAT~ CASTO 5/06/92 ~PECIFICATION'3 0 0 0 PS I QUANTFrY REPRESENTED:9/117 ~M~ED SYn. Steadman BY OR~, OF~ontractor ORDER NUMBER: 05/13/92 (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-21B.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER BCA050604 BCA050605 BCA050606 120,500 7 28 28 4260 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 7 0 'F MIX 7 6 TIME OF SAMPLE;0 3: 0 0 ~_~PM, BOU,CEOFCONC,ETE:Mid_cities Ready Mix FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 05/07/92 ~NS~RTED BY Reed AIR CONTENT 4 · 40 ~, MIX CODE: 5 SK SLUMP PICK*UP CHARGE: TICKET NO.: 258242 UNIT WEIGHT YIELD 3.75 ~,C,ES Y~s __,o PCF CF/CY O,STR,,UTIO~ (2) Mathews Investments Southwest, Inc./Mr. Tim House Goodwin & Marshall, Inc./Mr. Robert Marshall ~ ~~ (1) (1) Legend Construction/Mr. David Carlton (1) city of Coppell/Mr. Larry Davis 81GNED 2 2 TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064 PAGE OF 2424 STUTZ DRIVE · SUITE4(X) · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-001u REPORT NO.: 2 PROJECT: Big Cedar Addition Paving STA used from: Leigh Street L~AT'~: STA 3+60 ARC"'TECT~NG~NEE":Goodwin & Marshall, Inc. C~TRACT~: Paveway Construction RE~TED To: Matthews Investments Southwest ~TE:05/13/92 reed engineering CONCRETE COMPRESSION TEST REPORT ~ NO..82 4.1 DATE CAST: 0 5/0 6/9 2 SPECIF~ATK)N: 4000 PS I QUANTrTY REPRESENTED: 9/2 7 ~.~ED SY: B. Steadman BY ORDER OF: Contractor 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 BCA050601 BC040602 BC040603 109,000 7 28 28 3860 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 6 0 °F M~X 7 6 °F, TIME OF ~AMPLE: 10: 55 A~, SOURCE OF CONCRETE: Mid Cities Ready Mix FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 05/07/92 TRANSPORTED sY Reed AIR CONTENT 4 · 20 ~. M,X CODE: 6 SACK SLUMP PICK-UP CHARGE: TICKET NO.: 2 5 8 2 3 1 UNIT WEIGHT YIELD 4 INCHES .NO PCF CF/CY , (2) M~Li~ew~ i.ve~tments Southwest, inc./Mr. '~'im (~TR~6~dwin & Marshall,, Inc./Mr. Robert Marshall (1) Paveway Construction/Mr. John Owen ~) City of Coppell/Mr. Larry Davis SIGNED 1 2 TEST METHODS: ASTM C31, C39, Ct43, C173, C192, C231, ORC1064 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX)214/350-001~ REPORT NO.: 2 PR~ECT: Big cedar STA 3+00 Leigh Street LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT ~ ~.S24.1 Addition ARCHITECT~NGINEER:GoodwiB & Marshall, Inc. ~CTOR: Paveway Construction RE~RmDTO: Matthews Investments Southwest DATE:05/13/92 ~ C~T: 05/06/92 SPEC,~: 3000 PSI ~ARm~ ~mESEN~D: 9/117 SAMPLED mY: B. Steadman BY OR~R ~: Contractor ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ 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 BCA050604 BCA050605 BCA050606 120,500 7 28 28 4260 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 3 = 0 0 1 DAYS. LABORATORY FROM 05/07/92 TRANSPORTED SY Reed 70 'F M~X 76 'F. A,R CONTENT 4 · 40 ~. 8LUMP PICK-UP CHARGE: 3.75 INCHES ~s SOURCE OF CONCRETE: Mid-C it ies FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): Ready Mix MIX CODE: 5 SK TICKET NO.: 258242 UNIT WEIGHT YIELD PCF CF/CY (1) Pave~a¥ (1) City ~a~hews investments ~ou~hwes~, inc./Mr. Ti.J~ House & Marshall, Inc./Mr. Robert Marshall Construction/Mr. John Owen Coppell/Mr. Larry Davis SIGNED 2 TESTMETHORS: ASTM C31, C~, C1~, C1~, C192, C~I, ORCI~ PA~ 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-0019 reed engineering CONCRETE COMPRESSION TEST REPORT JOB NO.: 8 2 4. I REPORT NO.: 2 PROJECT: Big Cedar Addition Paving STA used from: · ~AT~: STA 3+60 Leigh Street DATE CAST: 05/06/92 ~PECF~AllON: 4000 PS I QUANTrrY REPRESENTED: 9/27 A~H~CTaNG'NEE":Goodwin & Marshall, Inc. ~M~EDS¥:B. Steadman CONTRACTOR: Paveway Construction BYOR~R~: Contractor 06/03/92 RE~,EDTO: Matthews Investments SouthwestDATE:05/13/92 ~RNUMBER: (6 x 12 INCH) NOMINAL CYLINDER 81ZE: 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: LABORATORY NUMBER BCA050601 BC040602 109,000 135,000 7 28 3~60 4770 Does comply with Specification BC040603 134,000 28 4740 4760 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 60 'F M~X 76'F, TIME OF SAMPLE: 10: 55 AM~4, 05/07/92 T~NSPO.TEDB¥ Reed AIR CONTEN? 4.2 0 ~, SLUMP 4 INCHES PICK-UP CHARGE: Y:~ bid SOURCE OF CONCRETE: Mid cities Ready Mix FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FlY ASH: ADMIXTURE(B): MIXCODE: 6 SACK TICKETNO.: 258231 UNIT WEIGHT PCF YIELD CF/CY '- Matnews investments southwest, 1no./Mr. '~'im House · =,STRI""T,ON:. ~ z.; [1) ~ooawxn & Marshall, Inc./Mr. Robert Marshall /~ ,~// (1) Paveway Construction/Mr. John Owen ~_~ ~/~ Gl) City of Coppell/Mr. Larry Davis SIGNED TEST METHOD$: ASTM C31, c3g, C143, C173, C192. C231, ORC1064 PAGE 2424 STUTZ DRIVE · SUITE400 ·DALLAS, TEXAS75235 · 2141350-5600 · (FAX) 214/350-O019 _ OF reed engineering GEM ~CHNICAL CONSULTAN I ~ CONCRETE COMPRESSION TEST REPORT REPORT NO.: 2 JOS NO8 2 4 · Z Inc. p~E~:Big Cedar Addition L~A~.~TA 3+00 Leigh Street ARCHFFECT/ENGINEERGoodwin & Marshall, CONTRACTOR: Paveway Construction ,E~TED To:Matthews 06/03/92 Investments Southwest DATE05/13/92 DATE CAST~ 5/06/9 2 ~EC~.3000 PS I ~p,ESE.TED:9/ll7 ~DS*B. Steadman aY ORDER OFContractor ORDER NUMBER: (6 x 12 INCH) NOMINAL CYUNDER 81ZE: AREA-28.26 SQ. IN. RELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply BCA050604 120,500 7 4260 with LABORATORY NUMBER BCA050605 148,500 28 5250 BCA050606 147,500 28 5220 5240 Specification METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 0 5/0 7 / 9 2 TEMPERATURE: AMBIENT 7 0 "F MIX 76 'F, AIR CONTENT ~ME OF ~P~E:03: 00 ~M. ~URCEOFCONCRETE:Mid--cities Ready Mix M'XODOE:5 SK FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY Reed 4.4 0 ~, SLUMP PICK-UP CHARGE: TICKET NO.: 258242 UNIT WEIGHT YIELD 3.75 INCHES ~ES -NO · PCF CFRDY D'STRI UTIOu' (~,) Mat~ews investments southwest, inc./Mr. Tim House (1I ~o~'~wln & Marshall., Inc./Mr. Robert Marshall ~ ~~ (1) Paveway Construction/Mr. John.Owen ~%.~F~ ~1) city of Coppell/Mr. Larry Davis SIGNED TEST METHODS: ABTM C31, C39, C143, C173, C192, C231. ORC1064 2 2 PAGE OF (FAX) 214/350-001u 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 ·