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Four Seasons 1-LR 910927By: En~ reed engineering GEOT£CHNICAL CONSULTAN¥~ ~IPRESSIOH TEST REPORT REPORT NO.: i ~o. NO.: 5 5 6 · 2 PRO~E~: Proposed Four Seasons Distribution Center N.E. Corner Fire Lane ARCHITECT/ENGiNEER: NATCON, Thc. CONTRACTOR: .E~RTEDTO: NATCON, Inc. DATE CAST: 09/27/91 SPECIFICATION: 3500 PSI QUANTITY REPRESENTED: 10/3 8 0 yds. SAMPLED BY: BY ORDER OF: 10/25/91 DATE: 10/04/91 ORDER NUMBER: H. Johnson (6 ,~ 12 iNCH] NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER 092701 092702 092703 fiELD NUMBER: 97,500 99,500 120,000 MAXIMUM LOAD, LBS: 7 7 28 AGE WHEN TESTED, DAYS: 3450 3520 4240 COMPRESSIVE STRENGTH, p~l: 3490 AVERAGE STRENGTH, PSi: TYPE BREAK: CONICAL (UN.O.) RE.X"KS: Does comply with Specification 092704 116,000 28 4100 4170 METHOO O~ CURING: FIELD 1 DAYS, LABORATORY FROM 09/28/91 TRANSPORTED aY Reed TEMPERATURE: AMI)lENT '7 5 'F MIX 7 8''F, AIR CONTENT 6 · 0 0 %6, SLUMP T~E ~ ~.PLE: 08: 20 AU/__~. PICK-UP CHARGE: 5 · 5 INCHES YES I~ MIX CODE: 5 ~ TICKET NO.: ~OURCE O~ CONCRETE: Pioneer 22-65666 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY (1) Bradford Companies/Mr. Subash Gaitondi (1) Brockette. Davis. Drake, Inc./Mr. Gary McHale (1) WSI Architects/Mr. Ray Garrison SIGNED (1) ~Slider & Associates/Mr. Tim Slider il)/City of Coppell/Mr. ~r~.~V~M C,,, c,. Dm. C,,,. 0,,,. 1 4 2424 STUTZ DRIVE · SUITE4OO · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 reed engineering ' GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT JOB .O.: 5 5 6.2 P.O~ECT: Proposed Four Seasons Distribution Center E. Fire Lane Center of Bldg. LOCATe: DATE CAST: 09/27/91 SPECIF~ATION: 3500 PS I QUANTIT~ REPRESENTED: 82/380 yds. SAMPLED BY: ARCHITECT/ENGINEER: NATCON, INC. BY OROE. OF: ~TEO*~ NATCON, Inc. 10/25/91 DATE: 10/0 4/91 ORDER NUMBER: H. Johnson (6 z 12 iNCH) NOMINAL CYLINDER 81ZE: AREA-29.26 SQ. IN. LABORATORY NUMBER 092705 092706 092707 092708 tiE. NUMBER: 80,500 82,000 117,500 118,000 MAXIMUM tO~, LBS: 7 7 28 28 ~E W~EN TESTED, DAYS: 2850 2900 4160 4170 COMPRES~VE STRENGTH. P~: 2880 4170 AVERAGE BTRENGTH. PSI: TYPE BREAK: CONICAL (UNO.) ~KS: Does comply with Specification u~m OF CURING: ~IELO 1 DAYS, LABORATORY FROM 0 9/2 8/91 TRANSPORTED ay Reed TEMPERATURE: AMBIENT 7 8 'F MIX 8 ~F, AIR CONTENT 6 · 0 0 eX'. SLUMP ~]ME OF 8AMPLE: 0 9: 3 5 A~. PICK-UP CHARGE: 6 · 7 5 INCHES NO MIX CODE: TICKET NO.: ~OURCE O~ CONCRETE: Pioneer 5* 22-65679 UNIT WEIGHT FINE AGGREGATE: COARSE AGGREGATE: YIELD WATER: CEMENT: FLY ASH: ADmIXTURE(S): PCF CF~CY ~ST.mm~: (1) NATCON, Inc./Mr. John Fisher (1) Bradford Companies/Mr. Subash Gaitonde (1) Brockett. Davis. Drake, Inc./Mr. Gary McHale (1) WSI Architects/Mr. Ray Garrison S,G.ED (1) .Slider & Associates/Mr. Tim Slider (1) /City of Coppell/ Mr. Larry Davis 2 TEST METHODS: ASTM C 31, C 39, O 143, C 173, C 192, G 231, ORC 1064 PAGE OF . 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/35C~0019 4 reed engineering ' GEOTECHNICAL CONSULTANT~ CONCRETE COMPRESSION TEST REPORT pROJECT: Proposed Four Seasons Center S.E. Corner Fire Lane L~ATiON: ARCHITECT/ENGINEER; NATCON, CONTRACTOR: INC· ~FO~TEDTO: NATCON, Inc. JO~NO.:556.2 Distribution DATE CAST: 09/27/91 SPECIFICATION: 3500 PSI QUANTITY REPRESENTED: 229/380 yds. lO/2S/91 D^TE: 10/04/91 SAMPLED BY: BY ORDER OF: ORDER NUMBER: H. Johnson INCH) NOMINAL CYLINDER ~IZE: AREA-28,2~ SQ. IN. LABORATORY NUMBER 092709 092710 092711 092712 FIELD NUMBER: 90,500 86,500 118,000 121,000 MAXIMUM LOAD. LBS: 7 7 28 28 AGE WHEN TESTED. DAY8: 3200 3060 4170 4280 COMPRES~VE STRENGTH. PSI: 3130 4230 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (UN.O.) R~KS: Does comply wlth Specification M~ OF CURING: FIELD 1 DAYB. LABORATORY FROM TEMPERATURE: AMBIENT 7 8 'F MiX 8 4'F. THE OF ~PLE: 11: 55 *M,_~. 09/28/91 TRANSPORTED BY Reed AIR CONTENT 5 · 2 0 *A. SLUMP ~OURCE OF CONCRETE: Pioneer 5* PICK-UP CHARGE: FINE AGGREGATE: COARSE AGGREGATE: WATEI~ CEMENT: FLY ASH: ADMIXTURE(S): 4.5 INCHES NO MIX CODE: TICKET NO.: 21-459008 UNIT WEIGHT PCF YIELD CF/CY aSTPaaU~: (1) NATCON, Inc./Mr. John Fisher // ~J~ 2 (1) Bradford Com~anies/Mr. Subash Gaitonde (1) Brockett. Davls. Drake, Inc./Mr. Gary McMale (1) WSI Architects/Mr. Ray Garrison SIGNED (1) Slider & Associates/Mr. Tim Slider 3 2424 STUTZ DRIVE · SUITE400 ·DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35~001~ 4 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT NO.: 1 ~. NO.: 556.2 DATE CAST: 09/27/91 P~c,: Proposed Four Seasons Distribution Center N. Fire Lane Center of Bldg. LOCATe: A,qCHII'E CT/E N G IN E E R: NATCON, INC. COHTRACTOR: ~*EDT~ NATCON, Inc. SPEClFICATK)N: 3 5 0 0 PS I ~ANTITY REPRESENTED: 3 0 0/3 8 0 yds · H. Johnson ~,IPLED BY: BY ORDER OF: 10/25/91 DAr':: 10/04/91 ORDER NUMBER: (I I 12 INCH) NOMINAL CYLINDER 81ZE: AREA-282~ SQ. IN. LABORATORY NUMBER 092713 092714 092715 092716 FIELD NUMBER: 85,000 89,500 115,000 117,000 MAXIMUM LOAD. LBS: 7 7 28 28 AOE WHEN TESTED, DAYS: 3010 3170 4070 4140 CO~PRE881VE STRENGTH. PSI: 3090 4110 AVERAGE 8TRENGTH, PSL Does comply with Specification METHOD OF GURING: FIELD 1 O^¥a. ~aORATORY FRO~ 09/28/91 TRANSPORTED BY Re ed TEMPERATURE: AMBIENT 8 1 'F MIX 8 7F, AIR CONTENT 5 · 40'V', SLUMP 5 INCHES I~ME O~ ~AMPLE: 0 2: 15 AM~M, PiCK.UP CHARGE: YES N~' ~EOF~CRETE: Pioneer ,IXCOOE: 5* T~KETNO.: 21--459018 FINE A(~GREQATE: COARSE AOQREOATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY (1) NATCON, Ince/Mr. John Fisher ) Bradford Companies/Mr. Subash Gaitonde (1) Brockett. Davis. Drake, Inc./Mr. Gary McHale (1) WSI Architects/Mr. Ray Garrison (1)~lider & Associates/Mr. Tim Slider S,~.ED (1) JCity of Coppell/Mr. Larry Davis 4 4 TESTME~8: ASTM Ca1, C~, 0143, 0173, 0192, C~I, ORC 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350*O019