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Freeport NIP(4)-LR 960306REPORT NO.: PROJECT: LOCATION: 12 reed engineering Parkwest Commerce Center - II Slab - 60'S, 80'W of NE building corner GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/06/96 4000 PSI 50/420 yds ARCHITECT/ENGINEER: ~Id~IPLED BY: F. Palmer CONTRACTOR: REPORTED TO: McFadden & Miller Myers & Crow Company, Inc. BY ORDER OF: 04/03/96 DATE: 03/13/96ORDER.UMSER: Client (6 x 12 INCH) NOMINAL CYLINDER ~ZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, AVERAGE STRENGTH, PSi: T'YP~ BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER PW030601 PW030602 PW030603 87,300 127,600 132,500 7 28 28 3090 4510 4690 Does comply with Specification 4600 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 'F MIX 58 66 ~ME OF SAMPLE: 0 7: 2 5 AM/P~ ,SOURCE OF CONCRETE: TX I TRANSPORTED BY o3/o7/96 AIR CONTENT Reed SLUMP INCHES 6.50 NO PICK-UP CHARGE: M,X CODE: 3 9 TICKET NO.: 5 4 9 3 4 9 FINE AGQREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTtON ~ : (1) Myers & Crow Company, Inc./Mr. Richard (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige mGN, (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~~r~ ~v~. c,4. c,~. c,~. c~,.ORc,~ p~; 1 OF 4 2i25~%~ oRIV~- ;-%U?T~ ~- ;--0k~S, ~-~ ~5~5-;- ~S~- · (FAX) 214/35~19 REPORT NO.: PROJECT: LOCATION: 12 ~m NO.: Parkwest Commerce Center reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 DATE CAST: SPECIFICATION: Slab - 300'S, 70'W of NP. bu±ldin9' corner QUANTITY REPRESENTED: 03/06/96 4000 PSI 210/420 yds ARCHITECT/ENGINEER: SAMPLED BY: F. Palmer McFadden & Miller Myers & Crow Company, Inc. DATE: BY ~R ~: 04/03/96 03/13/96~DERNUMBER: Client (8 x 12 INCH) NOMINAL CYUNDER 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.) REM~: Does comply PW030604 92,600 7 3280 with LABORAT~Y NUMBER PW030605 150,400 28 5320 PW030606 146,600 28 5180 Specification 5250 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT T,.E OF ~..~: 08: 50 SOURCE OF CO.CRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 03/07/96 Reed *F MIX CF, AIR CONTENT ~, SLUMP INCHES 53 68 5.50 AM/P~ PICK-UP CHARGE: Yr~ NO MIX CODE: 3 9 TICKET NO.: 5 ~: 9 5 1 5 UNIT WEIGHT PCF YIELD CF/CY ,/ DISTR,BUno": (1) Myers & Crow Company, Inc./Mr. Richard Cro,. (1) McFadden & Miller, Inc./Mr, Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige (1) City of Coppell/Mr. Lee Stone (1) City of Cop~ell~~.r~%~ ~.v~. c,~. c,~. cl,2. (1) ~'~ri~ * ~zet~ ~- ~ .... 2424 ~U~ DRIVE PAGE 2 OF · suiTE4~- · DAubs, +~-y~ ~5-235- ;--2i~,7;~50:~:~)- · [FAX)214/350-0019 4 REPORT NO.: PROJECT: LOCATION: 12 reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Slab - 580'S, 60'W of NE building corner CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: GATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/06/96 4000 PSI 390/420 yds ARCHITECT/ENGINEER: ~CBY: F. Palmer CONTRACTOR: REPORTED TO:. McFadden & Miller Myers & Crow Company, Inc. CATE: BY ORD~ OF: 04/03/96 03/13/96ORDE. NUMBER: Client (8 x 12 INCH) NOMINAL CYUNDER SIZE: AREA.28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW030607 91,700 7 3240 LABORATORY NUMBER PW030608 137,200 28 4850 Does comply with Specification PW030609 139,900 28 4950 4900 METHOO OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT "F MIX 53 67 TIME OF SAMPLe: 1 0: 3 5 AM/P~ TRANSPORTED BY 03/07/96 CF, AIR CONTENT Reed ~LUMP INCHES 5.50 NO PICK-UP CHARGE: SOURCE OF CONCRETE: TX I .,x CO~E: 3 9 TICKET NO.: 5 4 9 715 FINE AGGREGATE: COAR8E AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY SIGNE~ c,sTs,sunON: (1) Myers & Crow Company, Inc./Mr. Richard (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige (1) City of Coppell/Mr. Lee Stone (1) City of Cop~ell~m~r~ ~1v~4~. 0,5. c,~. c,,a. C~,.ORC,~ 2i24~U~DRIVE · SU[T~-;-~k[~S, ~-~ ~%~5 · 214/35~56~ · (FAX)214/35~19 .AD, 3 OF 4 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LOCATION: 12 ~NO.: 2700.1 Parkwest Commerce Center - II Piers - B-12, B-ii, B-10, B-9 and B-8 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/06/96 3000 PSI 10/53 yds ARCH~CT~NGINEER: ccH~CToR: McFadden & Miller ~mmTe Myers & Crow Company, Inc. DATE: SAMPLED BY: BY ORDER OF: 04/03/96 03 / 13 / 96ORDEm NUMBER: R. Thompson Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COIdPRESSIVE STRENGTH. PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) PW030610 86,000 7 3040 ~SQRAT~Y NUMBER PW030611 123,400 28 4360 Does comply with Specification PW030612 127,500 28 4510 4440 METHOD OF CURING: FIELD DAYS. LABORATORY FROM 1 TEMPERATURE: AMBIENT 'F MIX 64 62 TIME OF ~NdPLE: 0 8 : 3 0 SOURCE OF CONCRETE: TX I *F, TRANSPORTED BY 03/07/96 Reed AIR CONTENT ~%, SLUMP INCHES 5.25 PICK-UP CHARGE: YF,~ NO MIX CODE: 5 TICKET NO.: 549460 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(S): UNIT WEIGHT YIELD PCF CF/CY D,~m,BU~O,: (1) Myers & Crow Company, Inc./Mr. Richard Crow (1) McFadden & Miller, Inc./Mr~ Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige meNEO · (1) City of Coppell/Mr. Lee Stone ~ (1) City of Coppell~~r~-~ ~v~. c,,. c,~. c,~. C~I. ORC~ 2~.2~'!~T~ DRI~E-~--SU~-TE~,.~-~-~,[~A~S, ~(-A~ ~-2~35 · 214/350-56(X) · (FAX)214/350-0019