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Four Seasons 1-LR 911007h;,JV - ? 1991 By: Engineering reed engineering GEOTECHNICAL CONSULTAN i ~ CONCRETE COMPRESSION TEST REPORT ,E~TNO.: 4 ~BNO.: 556. 2 DATECAST: 10/07/91 PR~ECT: Proposed Four Seasons Distribution SPEC,F,CAT,~: 3000 PSI Center L~^~: Approach - South Entrance OUAN~]TYREPRESENTED: 32/300 yds. H. Johnson WSI Architects S~UPLED BY: ARCHITECT/ENGINEER; NATCON, INC · BY ORDER OF: CONTRACTOR: 11/o4/91 REPORTED TO; NATCON, Inc. DATE: 10/14/91 ~DER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER 100701 100702 100703 100704 FIELD NUMBER: 84,500 87,500 112,500 113,000 MAXIMUM LOAD, LBS: 7 7 28 28 AGE WHEN TESTED, DAYS: 2990 3090 3980 4000 COMPRESSIVE STRENGTH. PSI: 3040 3990 AVERAGE STRENGTH. PSI: TYPE BREAK: CONICAL (UN.O.) REMARKS: Does comply with Specification METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 10/08/91 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 5 5 .F u,x 7 9F, AIR CONTENT 5 · 0 0 %%, SLUMP 4 · 5 INCHES TIME OF ~PLE: 07: 30 A~, PICK-UP CHARGE: Y~ N~ SOURCE OF CONCRETE: Pioneer MIXCODE: 4200 ~CKETNO.: 21-459382 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY D,STRIBUT'O"' (1) NATCON, Inc./Mr. John Fisher (1) BrAdford Companies/Mr. Subash Gaitonde (1) Brockett. Davls. Drake, Inc./Mr. Gary McHale (1) WSI Architects/Mr. Ray Garrison (1) ~lider & Associates/Mr. Tim Slider (1)Jcity of Coppell/Mr. Larry Davis 2424 STUTZ DRIVE · TEST METHODS: SUITE 400 SIGNED 1 ASTM C31, 039, C143, C173, C192, 0231, ORC1064 PAGI; OF · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 4 reed engineering GEOTECHNICAL CONSULTANT:~ CONCRETE COMPRESSION TEST REPORT REPORT NO.: 4 ~ NO.: 556 · 2 PR~E~: Proposed Four Seasons Distribution Center L~AT~N: Approx. 90' from S. Approach WSI Architects ARCHITECT/ENGINEER: NATCON, INC. CONTRACTOR: REPORTED TO: NATCON, IRc. DATECAST: 10/07/91 SPECIFICATION: 3000 PSI QUANTITY REPRESENTED: 114/300 yds. H. Johnson SAMPLED BY: BY ORDER OF: 11/04/91 DATE: 10/14/9 1 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-Z8.26 SQ. IN. LABORATORY NUMBER 100705 100706 100707 100708 FIELD NUMBER: 80,000 83,500 110,500 112,500 MAYJMUM LOAD, LBS: 7 7 28 28 AGE WHEN TESTED, DAYS: 2830 2950 3910 3980 COMPRESSIVE STRENGTH, PSI: 2890 3950 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N,O.) ~M~KS: Does comply with Specification METHOD OF CUR,,G: F, ECO 1 DAYS. LABORATORY FROM 10/08/91 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 58 'F MIX 8 OF, AIR CONTENT 6 · 0 0 ~, SLUMP TIME OF SAMPLE: 08: 30 ~. PICK-UP CHARGE: YES 4 INCHES SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): MIX CODE: TICKET NO,: Pioneer 4200 21-459391 UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) NATCON, Inc./Mr. John Fisher (1) Bradford Companies/Mr. Subash Gaitonde (1) Brockett. Davls. Drake, Inc./Mr. Gary McHale (1) WSI Architects/Mr. Ray Garrison SIGNED (1) ~lider & Associates/Mr. Tim Slider (1)¢City of Coppell/Mr. Larry Davis 2 4 TEBTMETHCOS: A8~ C$1, C~, C1~. C1~, C192. C231, ORC1~ PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 2141350~O01u reed engineering GEOTECHNICAL CONSULTANT*~ CONCRETE COMPRESSION TEST REPORT REPORT biO.: 4 ~OB NO.: 5 5 6 . 2 PROJECT: Proposed Four Seasons Distribution Center LOC^T~.: Approx. 350' ~.. of S. Approach WSI Architects ARCHITECT/ENGINEER; NATCON, INC. CONTRACTOR: REPORTED TO: NATCON, Inc. DATE CAST: 10/07/91 ~PECIFICATION: 3000 PSI QUANTITY REPRESENTED: 190/300 yds · SAMPLED BY; BY ORDER OF: 11/04/91 DATE: 10/14/91 ORDER NUMBER: H. Johnson (6 x 12 iNCH} NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN. LABORATORY NUMBER 100709 100710 100711 100712 FIELD NUMBER: 91,000 98,000 127,000 128,000 MAXIMUM LOAD, LBS: 7 7 28 28 AGE WHEN TESTED, DAYS: 3220 3470 4490 4530 COMPRESSIVE STRENGTH, PSi: 3350 4510 AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U.N.O.) REU~KS: Does comply with Specification METHOD OF CURING: FIELD i DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 64 'F TiME OF 8AMPLE: 10: 0 0 SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): M,X 8 2F. MIX CODE: 10/08/91 TRANSeOR~ED BY AIR CONTENT 5 · 8 0 4200 Reed SLUMP 4 · 7 5 INCHES PICK-UP CHARGE: YE_S N~ TICKET NO.: 21-459400 UNIT WEIGHT PCF YIELD CF/CY DISTRISUTION: (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,GNED (1) Slider & Associates/Mr. Tim Slider (1)~City of Coppell/Mr. Larry Davis 3 TE8TMETHODS: ~STM C31, C~, C1~, 0173, C192, C~I, ORCI~ PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214135(~0019 4 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 4 Jos NO.: 556 · 2 DATE CAST: 10/07/91 PRO~ECT: Proposed Four Seasons Distribution Center L~^T~,: Approx. 200' E. of South Approach WSI Architects ARCHITECT/ENGINEER: NATCON, INC. CONTRACTOR: REPORTED TO: NATCON, Inc. DATE: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: 11/04/91 10/14/91 ORDER NUMBER: 3000 PSI 275/300 yds. H. Johnson (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER 100713 100714 100715 FIELD NUMBER: 83,500 92,000 110,500 MAXIMUM LOAD, LBS: 7 7 28 AGE WHEN TESTED. DAYS: 2950 3250 3910 COMPRESSIVE STRENGTH, PSI: 3100 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U,N,O.) RE~KS: Does comply with Specification 3930 100716 111,500 28 3940 METHCO OF CURING: FIELD 1 DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 71 'F M~X 8 TIME OF 8AMPLE: 01: 10 10/08/91 TRANSPORTED BY Reed AIR CONTENT 4. 60 ~, SLUMP PICK-UP CHARGE: Y~ SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): Pioneer MIX CODE: TICKET NO.: 4200 21-459409 UNIT WEIGHT PCF YIELD CF/CY 5 INCHES D,STR,BUTIO,' (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 (1) ~lider & Associates/Mr. Tim Slider (1)~city of Coppell/Mr. Larry Davis TEST METHOD$: AS~ O31, C~, C143, C173, C192, 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · SIGNED 4 C 231, OR C 1064 PAGE O~ 214135(~5600 · (FAX) 214/35(~OO19