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06-1328 (BLCK) Compaction Test Reports�_-- _ D I'(XaZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING MAY 151006 CONSTRUCTION TESTING & INSPECTION C'ry 0 LAUINTA BUILDING AND SA ETV May 4, 2006 Project No. 11606017 Wal-Mart Sam Sanchez - 2001 S.E. 10th Street ' Bentonville, AR 72716 RE: Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 , La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the masonry compr.es`sion test results for the above. z r _ referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. ` Respectfully submitted, Krazan & Associates, Inc. , Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA...................................................................................... ............... Specimen: Grout Mix Design #: D665P Supplier: Superior Cement Factor, sack: N/A Ticket #: 9306 Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA .............................. ....................... Specimen sampled from: Wall #2 at Station 30 + 51 Slump, inches (ASTM C 143): 9 1/2" Date Cast: 04/27/06 Air Temp. - Fahrenheit: 85 Date Delivered: 4/29/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 74410-1 74410-2 74410-3 74410-4- 4410-4-Date DateTested: 5/4/2006 5/25/2006 5/25/2006 Age, days: 7 28 28 Hold + Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.8 Ultimate Load, lbs.: 27010 Comp. Strength, psi: 2500 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: ~ ..............................................:...................................................... Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division _ - I<XaZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 3, 2006 Project No. 11606017 Wal-Mart , Sam Sanchez 2001 S.E. 10th Street ' Bentonville, AR 72716 RE: Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 ; La Quinta, CA Mr. Sanchez, Enclosed is a progress report of.the masonry. compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. y ' V ' A Darren Coleman ' Project Manager i cc: ' With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 P COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA......................................................................................................... Specimen: Grout Mix Design #: D665P Supplier: Superior Cement Factor, sack: N/A Ticket #: 21484r Max. Size Agg., in.: 3/8" Admixture: N/A ' SAMPLE DATA ............. �......... .... Specimen sampled from: North Wall at Station 51 + 48 . Slump, inches (ASTM C 143):• 9 1/2" Date Cast: 04/26/06 Air Temp. - Fahrenheit: 75 Date Delivered: 4/28/2006 Mix Temp. - Fahrenheit: 83 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A _Design Strength, psi: 3000 'Air Content, % (ASTM C231): N/A LABORATORY DATA ........... ........................... ... ....................... Specimen No. 74409-1 74409-2 74409-3 74409-4 Date Tested: 5/3/2006 5/24/2006 5/24/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.8 Ultimate Load, lbs.: 24240 Comp. Strength, psi: 2240 Type of Fracture: Shear Shear Shear Tested By-- EK , Average Strength: Date of Report: Respectfully submitted, Remarks: a KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J 16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta , MIX DATA ..................................................................... ............... Specimen: Grout Mix Design #: D665P Supplier: Superior Cement Factor, sack: N/A Ticket #: 9218 Max. Size Agg., in.: 3/8° • Admixture: N/A SAMPLE DATA ................ . r Specimen sampled from: West Wall (#2) at Station 30'+ 75 Slump, inches (ASTM C 143): 9" Date Cast: 04/25/06 Air Temp. - Fahrenheit: 83 Date Delivered: 4/27/2006 Mix Temp. - Fahrenheit: 83 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A , LABORATORY DATA Specimen No. 74408-1 74408-2 74408-3 74408-4 Date Tested: 5/2/2006 5/23/2006 5/23/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 11.0 Ultimate Load, lbs.: 27670 Comp. Strength, psi: 2520 Type of Fracture: Shear Shear Shear . Tested By: EA Average Strength: , .............................................................................................................................. ............................................................................................................. Date of Report: e Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division i COMPRESSION TEST REPORT , (ASTM C39, ASTM 1019, ASTM 067) ` To: Wal-Mart Project.No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA........................................................................... ......... .............. Specimen: Grout Mix Design #: D665P Supplier: Superior Cement Factor, sack: N/A Ticket #: 21221 Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA Specimen sampled from: Wall #1B at Station 20 +98 ` Slump, inches (ASTM C 143): y 9" Date Cast: 04/24/06 Air Temp. - Fahrenheit: 65 Date Delivered: 4/26/2006. Mix Temp. - Fahrenheit: 83 ' Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 74406-1 74406-2 74406-3 74406-4 Date Tested: 5/1/2006 5/22/2006 5/22/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 ; Area, sq. in.: 10.7 Ultimate Load, lbs.: 30380 Comp. Strength, psi: 2840 Type of Fracture: • Shear Shear Shear Tested By: EK Average Strength: Date of Report: ........................................................................... Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division ��1 & ASSOCI ATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 28, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete & Masonry Testing , Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA - Mr. Sanchez, '. Enclosed is a progress report of the concrete and masonry compression testresults for the above referenced project. ` If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. r Respectfully submitted, , Krazan & Associates, Inc. ' Darren Coleman Project Manager , cc: • With Offices Serving the Western United States 4 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 ! To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta MIXDATA .... ..................... ................................................ . Specimen: Grout Mix Design #: D665P , Supplier: Superior Cement Factor, sack: N/A Ticket #: 21004 Max. Size Agg., in.: 3/8" •� Admixture: N/A ' SAMPLEDATA ............................................................................ '•................... i Specimen sampled from: Wall IA Station 12 +.50 Slump, inches (ASTM C 143): 9" Date Cast: 04/20/06 Air Temp. - Fahrenheit: 88 Date Delivered: 4/22/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA _ ..................... Specimen No. 74405-1 74405-2 74405-3 74405-4, ` Date Tested: 4/27/2006 5/18/2006 5/18/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.7 Ultimate Load, lbs.: 28930 Comp. Strength, psi: 2700 Type of Fracture: Shear Shear Shear Tested By: EK Average Strength: , .............................................................................................................................. ............................................................................................................................. .............................................................................................................................. Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division . COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA................................................................................................ . Specimen: Concrete Mix Design #: 6203AP Supplier: Al Aggregates Cement Factor, sack: 6 Sack Ticket #: 269857 Max. Size Al;g•, in.: 3/4" Admixture: Sika SAMPLE DATA Specimen sampled from: Station 1 + 00 East Perm. Wall FTG. Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 4 1/2" Date Cast: 04/18/06 Air Temp. - Fahrenheit: 79 Date Delivered: 4/19/2006 Mix Temp. - Fahrenheit: 76 Sampled by: Don C. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 74958-1 74958-2 74958-3 74958-4 Date Tested: 4/25/2006 5/16/2006 5/16/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 82540 Comp. Strength, psi: 2920 Type of Fracture: Shear Shear Shear Tested By: EK Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta MIXDATA........................................................................................................ Specimen: Grout Mix Design #: D655P Supplier: Superior Cement Factor, sack: N/A Ticket #: 20887 Max. Size Agg•+ in.: 3/8° Admixture: N/A SAMPLE DATA Specimen sampled from: Wall LB Station 21 + 96 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 9" Date Cast: 04/19/06 Air Temp. - Fahrenheit: 80 Date Delivered: 4/21/2006 Mix Temp. - Fahrenheit: 85 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % ASTM C231 : ( ) N/A LABORATORY DATA ...................................... ............. .............. Specimen No. 75359-1 75359-2 75359-3 75359-4 Date Tested: 4/26/2006 5/17/2006 5/17/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 11.0 Ultimate Load, lbs.: 30360 Comp. Strength, psi: 2760 Type of Fracture: Shear Shear Shear Tested By: EK Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division Kdo &ASSOCIATES, INC.' GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 22, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street ' Bentonville, AR 72716 RE: Masonry Testing Sams Club Store #4941; JDE 016970 ,. 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the masonry compression test resultsforthe .above. referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: , ,I With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 COMPRESSION TEST REPORT (ASTM C39 ASTM 1019 ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: -Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy 111 4 Bentonville La Quinta MIXDATA :.................................... .... .................................................. ......... . Specimen: Grout Mix Design #: D665P Supplier: Superior Cement Factor, sack: N/A Ticket #: 21221 Max. Size Agg•, in.: 3/8" Admixture: N/A SAMPLE DATA Specimen sampled from: Wall #1B at Station 20 + 98 ` Slump, inches (ASTM C 143): 9" Date Cast: 04/24/06 Air Temp. - Fahrenheit: 65 Date Delivered: 4/26/2006 Mix Temp. - Fahrenheit: 83 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA ............. .................................................... Specimen No. 74406-1 74406-2 74406-3 74406-4 Date Tested: 5/1/2006 5/22/2006 5/22/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.7 10.7 11.0 Ultimate Load,"Ibs.: 30380 52530 51370 Comp. Strength, psi: 2840 4910 4670 Type of Fracture:. Shear Shear Shear Tested By: EK EA GA Average Strength: 4790 Date'of Report: ....................................................... Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division ff(raZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 17, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete & Masonry Testing __Sams Club.Store #4941; JDE #J16970 797315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the concrete and masonry compression test results for the above referenced project. ' If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ' Kraz Associates, Inc. Darren Coleman Project Manager cc: i With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA :........................................ ............................................ ..... ....... Specimen: Concrete Mix Design #: 6203AP Supplier: Al Aggregates Cement Factor, sack: 6 Sack Ticket #:• 269857 Max. Size Agg., in.: 3/4" ` Admixture: Sika 'P • SAMPLE DATA Specimen sampled from: Station 1 + 00 East Perm. Wall FTG. Slump, inches (ASTM C 143): 4 1/2" Date Cast: 04/18/06 Air Temp. - Fahrenheit: 79. Date Delivered: 4/19/2006 Mix Temp. - Fahrenheit: 76 Sampled by: Don C. Unit Weight, pcf (ASTM C138): N/A' Design Strength, psi: • 3000 Air Content, % (ASTM C231): N/A .LABORATORY DATA ...............�. Specimen No. 74958-1 74958-2 74958-3 74958-4 Date Tested: 4/25/2006 5/16/2006 5/16/2006 Age, days: 7 .' 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 82540 109970 112450 Comp. Strength, psi: 2920 3890 3980 ' Type of Fracture: Shear Shear Shear Tested By: EK EA EA Average Strength: 3940 .............................................................................................................................. ............................................................................................................................. ............................................................................................................................... Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. ` Materials Testing Division To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 1.1606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta MIXDATA .................... ................................................. Specimen: Grout Mix Design #: D655P Supplier: Superior Cement Factor, sack: N/A Ticket #: 20887 Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLEDATA ................................................................................ .......... . Specimen sampled from: Wall LB Station 21 + 96 Slump, inches (ASTM C 143): 9" Date Cast: 04/19/06 Air Temp. - Fahrenheit: 80 Date Delivered: 4/21/2006 Mix Temp. - Fahrenheit: 85 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 75359-1 75359-2 75359-3 75359-4 Date Tested: 4/26/2006 5/17/2006 5/17/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 11.0 10.5 10.9 Ultimate Load, lbs.: 30360 46730 45120 Comp. Strength, psi: 2760 4450 4140 Type of Fracture: Shear Shear Shear Tested By: EK EA EA Average Strength: 4300 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT ' (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA ...... .......................................................................................... ......................................................................................... Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A' Ticket #: N/A Max. Size Agg•, in.: Fine Admixture: N/A SAMPLE DATA..........................................................................................:.......... Specimen sampled from: Station 12+00 Wall #lA Slump, inches (ASTM C 143): N/A Date Cast: 04/19/06 ' Air Temp. - Fahrenheit: 70 Date Delivered: 4/21/2006 Mix Temp. - Fahrenheit: 65 Sampled by: Mike T.' 'Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 1500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 74403-1 Date Tested: 5/17/2006 Age, days: 28 Nominal Dim., in.: 2x4 Area, sq. in.: 3.14 Ultimate Load, lbs.: 10830 Comp. Strength, psi: 3450 , Type of Fracture: Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, .- Remarks: ' KRAZAN & ASSOCIATES, INC. '• Materials Testing Division --lMd a I��a, 1 & ASSQCI ATES, INC: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING.& INSPECTION May 23, 2006 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 Project No. 11606017 RE: Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 11.1 La Quinta, CA J Mr. Sanchez, Enclosed is a progress report of the masonry compression test results for the above . referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United. States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 - ' COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA ................................................................... . Specimen: Grout Mix Design #: D665P Supplier: Superior Cement Factor, sack: N/A Ticket #: 9218 Max. Size Agg., in.:' 3/8" Admixture: N/A + SAMPLEDATA ..................................................................................... .......... Specimen sampled from: West Wall (#2) at Station 30 + 75 , r Slump, inches (ASTM C 143): 9" Date Cast: 04/25/06 Air Temp. - Fahrenheit: 83 Date Delivered: 4/27/2006 Mix Temp. - Fahrenheit: -83 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 74408-1 74408-2 74408-3 74408-4 Date Tested: 5/2/2006. 5/23/2006 5/23/2006 ' Age, days: 7 28 28 Hold Nominal Dim., in.:. 3x6 3x6 3x6 ; Area, sq. in.: 11.0 10.8 10.8 Ultimate Load, lbs.: 27670 32720, 34990 Comp. Strength, psi: 2520 3030 3240 Type of Fracture: Shear Shear Shear ` Tested By: EA EA EA Average Strength: 3140 , .............................................................................................................................. ............................................................................................................................... • Date of Report: Respectfully submitted, Remarks: ' KRAZAN & ASSOCIATES, INC. - Materials Testing Division OFrazan &ASSOCIATES, INC.. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 25, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Masonry Testing Sams. Club -Store #4941; JDE #J16970, 79-315 Hwy 111 La Quinta, CA i Mr. Sanchez, Enclosed is a progress report of the masonry compression. test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 K COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: - Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Grout Mix Design #: D665P . Supplier: Superior Cement Factor, sack: N/A Ticket #: 21484 Max. Size Agg., in.: 3/V Admixture: N/A " SAMPLE DATA ........ Specimen sampled from: North Wall at Station 51 + 48 Slump, inches (ASTM C 143): 9 1/2" Date Cast:' 04/26/06 Air Temp. - Fahrenheit: -75 Date Delivered:. 4/28/2006 Mix Temp. - Fahrenheit: .83 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi:. 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA ' ......... '................ ... :............... .. . Specimen No. 74409-1 74409-2 74409-3 74409-4 Date Tested: 5/3/2006 5/24/2006 5/24/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.8 10.8 11.2 Ultimate Load, lbs.: 24240 45400, 48490 Comp. Strength, psi: 2240 4200 4330 Type of Fracture: Shear Shear Shear , Tested By: EK EA EA Average Strength: 4270 ........................................................ ............................................................................................................................. Date of Report: ............................................................................................................................................................................. ...................... Respectfully submitted, Remarks: i - KRAZAN & ASSOCIATES, INC. Materials Testing Division K * COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To:, Wal-Mart Project No.: 11606017 Sam Sanchez ; Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta , a MIX DATA Specimen: Grout Mix Design #.: D665P , Supplier: Superior Cement Factor, sack: N/A Ticket #: 9306 Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA, Specimen sampled from: Wall #2 at Station 30 + 51 Slump, inches (ASTM C 143): 9 1/2" Date Cast: 04/27/06 Air Temp. - Fahrenheit: 85 Date Delivered: 4/29/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A + Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA ............ ..... .; ............................. . Specimen No. 74410-1 74410-2 74410-3 74410-4 Date Tested: 5/4/2006 5/25/2006 5/25/2006 Age, days: 7 r 28 28 Hold ' Nominal Dim., in.: 3x6 3x6 ' 3x6 Area, sq. in.: 10.8 10.9 10.9 Ultimate Load, lbs.: 27010 37880 40000 Comp. Strength, psi: 2500 3480 3670 Type.of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3580 .............................................................................................................................. ................................................................................................................................. ........................................................................................................................ Date of Report: ' f ' Respectfully submitted, Remarks: , KRAZAN & ASSOCIATES, INC. Materials Testing'Division { COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta 4/29/2006 ......................................................................................................... MIX DATA......................................................................................................... Mix Temp. - Fahrenheit: 65 T Sampled by: Specimen: Mortar Mix Design #: Type S' Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg•, in.: Fine 77 Admixture: N/A SAMPLE DATA Specimen No. Specimen sampled from: Retaining Wall 75697-2 75697-3 r Slump, inches (ASTM C,143): N/A Date Cast: 04/27/06 Air Temp. - Fahrenheit: 69 Date Delivered: 4/29/2006 Mix Temp. - Fahrenheit: 65 T Sampled by: Steve M. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 1800 Air Content, % (ASTM C231): N/A 77 LABORATORYDATA ......................................................................... Specimen No. 75697-1 75697-2 75697-3 Date Tested: 5/25/2006 5/25/2006 Age, days: 28 28 Hold Nominal Dim., in.: 2x4 2x4 Area, sq. in.: 3.14 3.14 bltimate Load, lbs.: 10360 9950 _ Comp. Strength, psi: 3300 3170 Type of Fracture: Shear Shear Tested By: EA EA Average Strength: 3240 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. • Materials Testing Division Irazatn &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 7, 2006 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Project No. 11606017 Mr. Sanchez, . Enclosed is a progress report of -the -concrete. cylinder compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta i MIX DATA ......... ..................................... ... ............................................................................... Specimen: Concrete Mix Design #: 7553AD Supplier: A-1 Cement Factor, sack: N/A Ticket #: 272177 Max. Size Agg., in.: 1 to Admixture: N/A SAMPLE DATA a Specimen sampled from: Truck KRAZAN & ASSOCIATES, INC. Materials Testing Division 4 Slump, inches (ASTM C 143): 5" Date Cast: 05/26/06 Air Temp. - Fahrenheit: 95 Date Delivered: 5/27/2006 Mix Temp. - Fahrenheit: 81 Sampled by: Mike M. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 5000 Air Content, % (ASTM C231): N/A LABORATORY DATA ...................................................... ............... .... ...... Specimen No. 74822-1 74822-2. 74822-3 74822-4 74822-5 74822-6 Date Tested: 5/30/2006 6/2/2006 6/9/2006 6/23/2006 6/23/2006 Age, days: 4 7 14 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 28.27 28.27 Ultimate Load, lbs.: 71750 84360 Comp. Strength, psi: 2540 2980 } Type of Fracture: Shear Shear Shear Shear Shear Tested By: EA EA Average Strength: Date of Report: Respectfully submitted, , Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division 4 To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta MIX DATA :................................. Specimen:. Concrete Mix Design #: 7553AP Supplier: A-1 Cement Factor, sack: N/A . Ticket #: 272134 Max. Size Agg., in.: 1 ot Admixture: N/A SAMPLE DATA........................................................................................... .................................................................................................. Specimen sampled from: Truck Placed at Retenton Basin rDate of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 3 3/4" Date Cast: 05/26/06 Air Temp. - Fahrenheit: 82 Date Delivered: 5/27/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Mike M. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 5000 Air Content, % (ASTM C231): 4.8% LABORATORY DATA Specimen No. 74340-1 74340-2 74340-3 74340-4 74340-5 74340-6 Date Tested: 5/30/2006 6/2/2006 6/5/2006 6/23/2006 6/23/2006 Age, days: 4 7 10 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 28.27 28.27 Ultimate Load, lbs.: 94710 111670 113930 Comp. Strength, psi: 3350 3950 4030 Type of Fracture: Shear Shear Shear Shear Shear Tested By: EA EA EA Average Strength: rDate of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division p Kra.Zan &ASSOCIATES, INC. JUN 2 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CITY OFLAdum-rA CONSTRUCTION TESTING & INSPECTION BUILDING AND SA V...r.W June 7, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete & Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the concrete and masonry compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 9744400 Fax (909) 974-4022 COMPRESSION TEST REPORT (A$TM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez ' Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta • l , MIX DATA:......................................................................................................... Specimen: Concrete Mix Design #: 7553AF Supplier: A-1 Cement Factor, sack: 7.5 Sack Ticket #: 272448 Max. Size Agg., in.: 1" ' Admixture: Siha 161 SAMPLEDATA ................................................. ............ Specimen sampled from: South East Retention Basin Footing Pour Slump, inches (ASTM C 143): 4" Date Cast: 06/02/06 Air Temp. - Fahrenheit: 96 Date Delivered: 6/3/2006 Mix Temp: - Fahrenheit: 86 Sampled by: Matt T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 5000 Air Content, % (ASTM C231): 1.5% y LABORATORY DATA Specimen No. 75819-1 75819-2 75819-3 75819-4 75819-5 75819-6 Date Tested: 6/5/2006 6/9/2006 6/16/2006 6/30/2006 6/30/2006 Age, days: 3 . 7 14 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27" 28.27 28.27 28.27 Ultimate Load, lbs.: 94500 Comp. Strength, psi: 3340 Type of Fracture: Shear Shear Shear Shear Shear .Tested By: EA Average Strength: .............................................................................................................................. ............................................................................................................................. .............................................................................................................................. Date of Report: , - Respectfully submitted, • Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division QTc , raZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 9, 2006 Project No. 11606017 ' Wal-Mart w Sam Sanchez 2001 S.E. 10th Street -Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the concrete cylinder compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. " Respectfully submitted, Krazan & Associates, Inc. Darren Coleman + Project Manager cc With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 M COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 7553AD Supplier: A-1 Cement Factor, sack: N/A Ticket #: 272177 Max. Size Agg., in.: 1" Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: Truck Slump, inches (ASTM C 143): 5" Date Cast: 05/26/06 Air Temp. - Fahrenheit: 95 Date Delivered: 5/27/2006 Mix Temp. - Fahrenheit: 81 Sampled by: Mike M. Unit Weight, pcf (ASTM C138): - N/A ; Design Strength, psi: 5000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 74822-1 74822-2 74822-3 74822-4 74822-5 74822-6 Date Tested: 5/30/2006 6/2/2006 6/9/2006 6/23/2006 6/23/2006 Age, days: 4 7 14 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 28.27 28.27 Ultimate Load, lbs.: 71750 84360 95140 Comp. Strength, psi: 2540 2980 3370 Type of Fracture: Shear Shear Shear Shear Shear Tested By: EA EA EA Average Strength: Date of Report: Respectfully submitted, 'Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta MIX DATA ................................................................ .......................................................... .... Specimen: Concrete Mix Design #: 7553AF Supplier: A-1 Cement Factor, sack: 7.5 Sack Ticket #: 272448 Max. Size Agg., in.: 1 Admixture: Siha 161 SAMPLE DATA Specimen sampled from: South East Retention Basin Footing Pour Slump, inches (ASTM C 143): 4" Date Cast: 06/02/06 Air Temp. - Fahrenheit: 96 Date Delivered: 6/3/2006 - Mix Temp. - Fahrenheit: 86 Sampled by: Matt T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 5000 Air Content, % (ASTM C231): 1.5% .......................................................................................... ' LABORATORY DATA......................................................................................... Specimen No. 75819-1 75819-2 75819-3 75819-4 75819-5 75819-6 Date Tested: 6/5/2006 6/9/2006 6/16/2006 6/30/2006 6/30/2006 Age, days: 3 7 14 28 28 Hold Nominal Dim., in.:. 6x12 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 28.27 28.27 Ultimate Load, lbs.: 94500 99560 Comp. Strength, psi: 3340 3520 Type of Fracture: Shear Shear Shear Shear Shear Tested By: - EA _ 'EA Average Strength: Date of Report:' Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division S rm y' I'(raZarl &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 13, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the concrete cylinder compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta MIX DATA......................................................................................... ... .......................... Specimen: Concrete Mix Design #: 6203AP Supplier: Al Concrete Cement Factor, sack: 6.2 Sack Ticket #: 272618 Max. Size Agg., in.: 1" Admixture: Sika 161 SAMPLE DATA t .................... . Specimen sampled from: Col. Footing 8 at C KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 4" Date Cast: 06/06/06 Air Temp. - Fahrenheit: 88 Date Delivered: 6/7/2006 Mix Temp. - Fahrenheit: 89 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 147.8 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4.3% LABORATORY DATA ............................................................................................. .. Specimen No. 74957-1 74957-2 74957-3 74957-4 Date Tested: 6/13/2006 7/4/2006 7/4/2006 Age, days: 7 28 28 ' Hold Nominal Dim., in.: 6x12 6x12 - 6x12 'Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 86620 Comp. Strength, psi: 3060 f Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: ................................................ ............................................................................................................................. .......................................................................................................I....................... Date of Report: :............................................................................. Respectfully submitted,' Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division K�an &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 15, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE 016970 79-315 ,Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the concrete cylinder compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. t - Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 r COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: , Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street r 79-315 Hwy 111 Bentonville La Quinta MIXDATA ................................................................................... .... Specimen: Concrete Mix Design #: 6203AP. Supplier: Al Concrete Cement Factor, sack: 6.2 Sack Ticket #: 272803 • Max. Size Agg., in.: 1 ' � Admixture: Sika 141 ' SAMPLE DATA r ........................................... Specimen sampled from: Row B at Line 3 Footing ' Slump, inches (ASTM C 143): 3" Date Cast: 06/08/06 Air Temp. - Fahrenheit: 95 Date Delivered: 6/9/2006 Mix Temp. - Fahrenheit: 90 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 142.9 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4.1% LABORATORY DATA.............................................................................................. Specimen No. 74952-1 74952-2 74952-3 74952-4 Date Tested: 6/15/2006 7/6/2006 7/6/2006 , Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 91900 , Comp. Strength, psi: 3250 , Type of Fracture: Shear Shear Shear , Tested By: EA Average Strength: ' Date of Report: Respectfully submitted, Remarks: • KRAZAN & ASSOCIATES, INC. Materials Testing Division _� Krazan& ASSQCI ATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION J June 19, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S:E. 10th Street Bentonville, AR 72716 RE: Concrete & Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the concrete and masonry compression test results for the . above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6203AP Supplier: A-1 Cement Factor, sack: 6.2 Sack Ticket #: 272982 Max. Size Agg., in.: 1" Admixture: Sika 161 ADA 3 SAMPLE DATA Specimen sampled from: Row H Line 5 Footings , Slump, inches (ASTM C 143): 4" Date Cast: 06/12/06 Air Temp. - Fahrenheit: 88. Date Delivered: 6/13/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Don C. Unit Weight, pcf (ASTM C138): '148.2 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4.2% LABORATORY . DATA ' Specimen No. 74951-1 74951-2 74951-3 74951-4 Date Tested: 6/19/2006 7/10/2006 7/10/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 - 6x12 6x12 .Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 95850 Comp. Strength, psi: 3390 ' J Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: _ Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division r - I COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6203AP. Supplier: A-1- Ready Mix 'Cement Factor, sack: 6.2 Sack Ticket #: 272843 Max. Size A in.: 1 ° , gg•� Admixture: Sika 161 A & R SAMPLE DATA r ,• .. • • • • •:• • • •..................... Specimen sampled from: Extentsion Wall Footing at A.7 t Slump, inches (ASTM C 143): 4" Date Cast: 06/09/06 Air Temp. - Fahrenheit: .75 Date Delivered: 6/10/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): 148 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4.1% LABORATORY DATA ..................... Specimen No. 75479-1 75479-2 75479-3 75479-4 Date Tested: 6/16/2006 7/7/2006 7/7/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 90680 Comp. Strength, psi: 3210 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. i Materials Testing Division t Slump, inches (ASTM C 143): 9" COMPRESSION TEST REPORT 04/20/06 (ASTM C39, ASTM 1019, ASTM 067), Date Delivered: To: Mix Temp. - Fahrenheit: 86 Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #716970 2001 S.E. 10th Street 79-315 Hwy 111 Air Content, % (ASTM C231): N/A Bentonville La Quinta MIX DATA LABORATORY DATA ................................................................... ................................................................... Specimen: Prism Mix Design #: D665P Supplier:. Superior Cement Factor, sack: N/A . Ticket #: 269114 Max. Size Agg., in.: 3/8" Age, days: Admixture: N/A SAMPLE DATA Nominal Dim., in.: 8x8xl6 Specimen sampled from: Wall #lA Station 12+50 ' Area, sq. in.: Slump, inches (ASTM C 143): 9" Date Cast: 04/20/06 Air Temp. - Fahrenheit: 90 Date Delivered: 4/22/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA ................................................................... ................................................................... Specimen No. 74404-1 74404-2 74404-3" Date Tested: 5/18/2006 5/18/2006 Age, days: 28 28 Hold ' Nominal Dim., in.: 8x8xl6 8x8xl6 Area, sq. in.: 56.25 56.25 Ultimate Load, lbs.: 171330 187310 Comp. Strength, psi: 3050 3330 Type of Fracture: Shear Shear Tested By: EA EA Average Strength: 3190 .........................................................................................................:.................... .............................................................................................................................. .............................................................................................................................. Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division Materials Testing Division �r " COMPRESSION TEST REPORT (ASTM C39, ASTM 1019,,ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re:. Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 ` Bentonville La Quinta . ................... MIXDATA........................................................................... �. ................. ...... Specimen: Concrete Mix Design #: 7553AF. Supplier: A-1 Cement Factor, sack: 7.5 Sack, Ticket #: 272448 Max. Size Agg., in.: 1" _ Admixture: Siha 161 SAMPLE DATA Specimen sampled from: South East Retention Basin Footing Pour Slump, inches (ASTM C 143): 4" Date Cast: 06/02/06 Air Temp. - Fahrenheit: 96, Date• Delivered: 6/3/2006 Mix Temp. - Fahrenheit: 86 - Sampled by: Matt T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 5000 Air Content, % (ASTM C231): LABORATORY DATA Specimen No. 75819-1 75819-2 75819-3 75819-4 75819-5 75819-6 Date Tested: 6/5/2006 6/9/2006 6/16/2006 6/30/2006 6/30/2006 Age, days: 3 7 14 28 28, Hold Nominal Dim., in.: 6x12 6x12 6x12 6x12 6x12 " Area, sq` in.: 28.27 28.27 28.27 28.27 28.27 Ultimate Load, lbs.: 94500 99560 111730 ' Comp. Strength, psi: 3340 3520 3950 Type of Fracture: - Shear Shear Shear Shear Shear Tested By: EA EA EA Average Strength: .............................................................................................................................. ............................................................................................................................. ................................................................................................................................ Date of Report: _ Respectfully submitted, , Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division ' s t Kra.Zan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 3, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street ` Bentonville, AR 72716 RE: Concrete & Masonry Testing Sams Club Store #4941; JDE #J16970 79--31.5 Hwy 111D La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the concrete and masonry compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street 'Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 • La Quinta I%M DATA Specimen: Grout Mix Design RS200642 Supplier: Robertsons Cement Factor, sack: 6 Sack Ticket N/A Max. Size Agg., in.: 3/8" Admixture• VIRDA 64 SAMPLE DATA Specimen sampled from: Retaining Wall KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 911 Date Cast: 06/20/06 Air Temp. - Fahrenheit: 100 Date Delivered: 6/22/2006 Mix Temp. - Fahrenheit• 90 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA ........................................................................ . Specimen No. 75935-1 75935-2 75935-3 75935-4 Date Tested: 6/27/2006 7/18/2006 7/18/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq.'in.: 10.7 Ultimate Load, lbs.: 24075 Comp. Strength, psi: 2250 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: ..................................................... Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .............. ..... Specimen: Mortar Mix Design #: C270 Type S Supplier: N/A Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: H Line at 6 Linea 9 Foot Invert From Footing Slump, inches (ASTM C 143): N/A Date Cast: 06/23/06 Air Temp. - Fahrenheit: 89 Date Delivered: 6/25/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Donald G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 1800 Air Content, %o (ASTM C231): N/A LABORATORY DATA Specimen No. 74940-1 74940-2 74940-3 74940-4 Date Tested: 6/30/2006 7/21/2006 7/21/2006 ` Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 7220 Comp. Strength, psi: 2300 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC., - Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 7553AF Supplier: A-1 Cement Factor, sack: 7.5 Sack Ticket #: 272448 Max. Size Agg., in.: 1" Admixture: Siha 161 SAMPLE DATA Specimen sampled from: South East Retention Basin Footing Pour Slump, inches (ASTM C 143): 4" Date Cast: 06/02/06 Air Temp. - Fahrenheit: 96 Date Delivered: 6/3/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Matt T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 5000 Air Content, % (ASTM C231): 1.5% LABORATORY DATA Specimen No. 75819-1 75819-2 75819-3 75819-4 75819-5 75819-6 Date Tested: 6/5/2006 6/9/2006 6/16/2006 6/30/2006 6/30/2006 7/28/2006 Age, days: 3 7 14 28 28 56 ` Nominal Dim., in.: 6x12 6x12 6x12 6x12 ' 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 28.27 28.27 28.27 Ultimate Load, lbs.: 94500 99560 111730 130440 129800 Comp. Strength, psi: 3340 3520 3950 4610 4590 Type of Fracture: Shear Shear Shear Shear Shear Shear Tested By: EA EA EA EA EA Average Strength: 4600 Date of Report: Respectfully submitted, Remarks: Low compression test results for 28 day specimens. In results, a 56 day compression test will be performed. KRAZAN & ASSOCIATES, INC. Materials Testing Division OF • aZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 10, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinti, CAc Mr. Sanchez, Enclosed is a progress report of the concrete cylinder compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 To: Wal-Mart Sam Sanchez 2001 S.E. loth Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta I%M DATA ....... ....... Specimen: Concrete Mix Design 6203AP Supplier: A-1 Cement Factor, sack: 6.2 Sack Ticket #: 272982 Max. Size Agg., in.: Admixture: Sika 161 ADA 3 SAMPLE DATA Specimen sampled from: Row H Line 5 Footings Slump, inches (ASTM C 143): 4" Date Cast: 06/12/06 Air Temp. - Fahrenheit:. 88 Date Delivered:' 6/13/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.2 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4.20/.' LABORATORY DATA ..................................................................... Specimen No. 74951-1 74951-2 74951-3 74951-4 Date Tested: 6/19/2006 7/10/2006 7/10/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6xI2 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 95850 117450 119860 Comp. Strength, psi: 3390 4150 4240 Type of Fracture: Shear Shear Shear—, Tested By: EA EA EA Average Strength- 4200 ............................ Date of Report: Respectfully submitted, Remarks: KRAZANA ASSOCIATES, INC. Materials Testing Division KraZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION r J fr July 7, 2006 Project No. 11606017 ' r Wal-Mart Sam Sanchez ' 2001 S.E. 10th Street _ Bentonville, AR 72716 RE' Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 ` i La Quinta, CA- - _ __ Mr. Sanchez, Enclosed is a progress report of the concrete cylinder compression test results for the above referenced project If you have any questions or if we may be of further assistance,, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman . Project Manager cc: - With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA ........ ........ ..... Specimen:. Concrete Mix Design 6203AP Supplier: A4 Ready Mix Cement Factor, sack: 6.2 Sack Ticket t 4: 272843 Max. Size Agg., in.: Admixture: Sika 161 A& R SAMPLE DATA Specimen sampled.from: Extentsion Wall Footing at A.7 I Slump, inches (ASTM C 143): 411 Date Cast: Air Temp. - Fahrenheit: - 75 Date Delivered: 6/10/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): 148 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4.1% LABORATORY DATA ......................................................................................................... Specimen No. 75479-1 75479-2 75479-3 75479-4 Date Tested: 6/16/2006' 7/7/2006- 7/7/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs'.: .90680 123220 115050 Comp. Strength, psi: 3210 4360 4070 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4220 Date of Report: ............. Respectfully submitted, Remarks: KP.AZAN & ASSOCIATES, INC. Materials Testing Division I &ASSOCIATES INC. -0K. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 6, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete & Masonry Testing Sams Club Store #4941; JDE #J16970 - 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the concrete and masonry compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA ..................................................... .................................................................. Specimen: Grout Mix Design #: RS20OG42 Supplier: Robertson Cement Factor, sack: N/A Ticket #: 4308790 Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA Specimen sampled from: B Line at 3 Line 3rd Grout Lift ` Materials Testing Division Slump, inches (ASTM C 143): 10" Date Cast: 06/24/06 Air Temp. - Fahrenheit: 88 Date Delivered: 6/26/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Donald G. Unit Weight, pcf (ASTM C138): N/A - Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA ..... ................................................................... Specimen No. 74941-1 74941-2 74941-3 74941-4 - Date Tested: 7/1/2006 7/22/2006 7/22/2006 Age, days: 7 28 28 ` Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.t 10.8 Ultimate Load, lbs.: 22460 Comp. Strength, psi: 2080 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: . Date of Report: .................................................... Respectfully submitted, - Remarks: KRAZAN & ASSOCIATES, INC. ` Materials Testing Division To: Wal-Mart 'Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 ' Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta 1VM DATA Specimen: Concrete Mix Design 6203AP Supplier: A-1 Agg, Cement Factor, sack: 6.2 Sack Ticket N: 274059 Max. Size A i V 99., in.: Admixture: Sika 161 SAMPLE DATA ....... ....... ........ ........ Specimen sampled from: D.8 at 13 Building Foundation KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 4" Date Cast: 06/28/06 Air Temp. - Fahrenheit: 104 Date Delivered: 6/29/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): 148.1 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4.0% LABORATORY DATA ..................................... .......... ........... ............ Specimen No. 76001-1 76001-2 76001-3 76001-4 Date Tested: 7/5/2006 7/26/2006 7/26/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6xI2 6x12 Area, sq. in.: 28.27 28:27 28.27 Ultimate Load, lbs.: 88480 Comp. Strength, psi: 3130 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta NM DATA Specimen: Concrete Mix Design #: 6203AP Supplier: Al Concrete Cement Factor, sack: 6.2 Sack Ticket #: 272618 Max. Size Agg., in.: Admixture: Sika 161 SAMPLE DATA Specimen sampled from: Col. Footing 8 at C F KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 411 Date Cast: 06/06/06 Air Temp. - Fahrenheit: 88 Date Delivered: 6/7/2006 Mix Temp. - Fahrenheit: 89 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 147.8 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4.3% LABORATORY -DATA ............................................ ............................. Specimen No. 74957-1 74957-2 74957-3 74957-4 Date Tested: 6/13/2006 7/4/2006 7/4/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 86620 120430 118030 Comp. Strength, psi: 3060 4260 4180 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4220 Date of Report: Respectfully submitted, Remarks: F KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta 1VM DATA Specimen: Concrete Mix Design #: 6203AP Supplier: Al Concrete Cement Factor, sack: 6.2 Sack Ticket 272803 Max. Size Agg., in.: Admixture: Sika 1 141 SAMPLE DATA Specimen sampled from: Row B at Line 3 Footing KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 311 Date Cast: 06/08/06 Air Temp. - Fahrenheit: 95 Date Delivered: 6/9/2006 Mix Temp. - Fahrenheit: 90 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 142.9 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4.1% LABORATORY DATA, ............ .............. ................. Specimen No. 74952-1 74952-2 74952-3 74952-4 Date Tested: 6/15/2006 7/6/2006 -7/6/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 91900 123210 124740 Comp. Strength, psi: 3250 .4360 4410 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4390 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 7.9-315 Hwy 111 Bentonville La Quinta 1VM DATA Specimen: Grout Mix Design RS20OG42 Supplier: Robertson Cement Factor, sack: N/A Ticket N: N/A Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA Specimen sampled from: 3rd Lift Line H Slump, inches (ASTM C 143): 911 Date Cast: 06/28/06 Air Temp. - Fahrenheit: 103 Date Delivered: 6/30/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Micheal G. Unit Weight, pcf (ASTM C138): N/A, Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 76009-1 76009-2 76009-3 76009-4 Date Tested: 7/5/2006 7/26/2006 7/26/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.8 Ultimate Load, lbs.: 20190 Comp. Strength, psi: 1870 Type of Fracture: Shear. Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: 0 KRAZAN & ASSOCIATES, INC. Materials Testing Division 1 j.. a KraZ�Z &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 29, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete & Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the concrete and masonry compression test results for the r above referenced project. - If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 To: Wal-Mart .Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta 1VM DATA Specimen: Concrete Mix Design 6203AP Supplier: A-1 Agg. Cement Factor, sack: 6.2 Sack Ticket 273674 Max. Size Agg., in.: 11. Admixture: Sika 161 SAMPLE DATA ........ ......... ........ ....... ....... ........ Specimen sampled from: Line 12 at Row F Building Footings Slump, inches (ASTM C 143): 411 Date Cast: 06/22/06 Air Temp. - Fahrenheit: 101 Date Delivered: 6/23/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.1 Design Strength, psi• 3500 Air Content, % (ASTM C231): 4.2% LABORATORY DATA .................... Specimen No. 74945-1 74945-2 74945-3 74945-4 Date Tested: 6/29/2006 7/20/2006 7/20/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 84490 Comp. Strength, psi: 2990 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: ............. Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. - Materials Testing Division To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street ,Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta I%M DATA Specimen: Concrete Mix Design #: MD 400 Supplier: A-1 Agg. Cement Factor, sack: 4 Sack Ticket 0: 273627 Max. Size Agg., in.: 3/4" Admixture: N/A SAMPLE DATA Specimen sampled from: 30" S.D. Edlasernent Slump, inches (ASTM C 143): 411 Date Cast: 06/22/06 Air Temp. - Fahrenheit: 88 Date Delivered: 6/23/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Don C. Unit Weight, pcf (ASTM C138): N/A Design Strength,'psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 74944-1 74944-2 74944-3 74944-4 Date Tested: 6/29/2006 7/20/2006 7/20/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 40730 Comp. Strength, psi: 1440 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta NM DATA Specimen: Mortar Mix Design'#: C270 Type S Supplier: N/A Cement Factor, sack• N/A Ticket #: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: Aprox. 2 Line at C Line 12ft. Vert From Footing Slump, inches (ASTM C 143): N/A Date Cast: 06/22/06 Air Temp. - Fahrenheit: 86 Date Delivered: 6/24/2006 Mix Temp. - Fahrenheit: -89 Sampled by: Donald G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 1800 Air Content, % (ASTM C231): N/A LABORATORY DATA ......................................................... ........ ......... ........ . ...................... Specimen No. 74939-1 74939-2 74939-3 74939-4 Date Tested: 6/29/2006 7/20/2006 7/20/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 5710 Comp. Strength, psi: 1820 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: Line B4 on 3rd Lift KRAZAN & ASSOCIATES, INC. Materials Testing Division .t . Slump, inches (ASTM C 143): N/A Date Cast: 06/21/06 Air Temp. - Fahrenheit: 95 Date Delivered: 6/23/2006 Mix Temp. - Fahrenheit: 75 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 1800 Air Content, % (ASTM C231): N/A LABORATORY DATA+ .........: a : ......................... . Specimen No. 75767-1 75767-2 75767-3 75767-4 Date Tested: 6/28/2006 7/19/2006 7/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 5550 Comp. Strength, psi: 1770 .Type of Fracture: Shear- Shear Shear Tested By: EA Average Strength: , Date of Report: V a Respectfully submitted, , Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division .t . COMPRESSION TEST REPORT (ASTM Q9, ASTM 1019, ASTM 067) Wal-Mart Project No.: 11606017 Sarn Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy I I I Bentonville La Quinta I%M DATA Specimen: Concrete Mix Design 6203AP Supplier: A- I Agg Cement Factor, sack: 6.2 Sack ticket #: N/A Max. Size Agg., in.: Admixture: Sika 161 Specimen sampled from: Slab on Grade Slump, inches (ASTM C 143): 4" Date Cast: 06/21/06 Air Temp. - Fahrenheit: 100 Date Delivered: 6/22/2006 Mix Temp. - Fahrenheit: 81 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): .148.1 Design Strength, psi: 3500 Air Content, % (ASTM C231): 4.2% LABORATORY DATA Specimen No. 75936-1 75936-2 75936-3 759364' Date Tested: 6/28/2006 7/19/2006 7/19/2006 Age, days: 7 28 28 Hold Ultimate Load, lbs.: 62680 Comp. Strength, psi: 2220 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division I Li K,razan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 27, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete & Masonry Testing . Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report,of the concrete and masonrycompression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. . Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA ............ ............... Specimen: Grout Mix Design #: RS200642 Supplier: Robertson Cement Factor, sack: 6 Sack Ticket #: 4283127 Max. Size Agg•, in.: 3/8° Admixture: WRDA 64 SAMPLE DATA.................................................................................................... Specimen sampled from: Wall B at 4 Slump, inches (ASTM C 143): 9" Date Cast: 06/20/06 Air Temp. - Fahrenheit: 98 ' Date Delivered: 6/22/2006 Mix Temp. - Fahrenheit: 90 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 75494-1 75494-2 75494-3 75494-4 Date Tested: 6/27/2006 7/18/2006 7/18/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.9 Ultimate Load, lbs.: 23100 Comp. Strength, psi: 2120 'Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: .............................................................................................................................. .............................................................................................................................. Date of Report: . Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA ........................................................ Specimen: Concrete Mix Design #: 7553AP Supplier: A-1 Cement Factor, sack: N/A r Ticket #: 272134 Max.. Size Agg., in.: 1" ' Admixture: N/A " SAMPLE DATA Specimen sampled from: Truck Placed at Retenton Basin Slump, inches (ASTM C 143): 3 3/4" Date Cast: 05/26/06 Air Temp. - Fahrenheit: 82 Date Delivered: 5/27/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Mike M. Unit Weight, pcf (ASTM C138):. N/A Design Strength, psi: 5000 Air Content, % (ASTM C231):, 4.8% LABORATORY DATA Specimen No. 74340-1 74340-2 74340-3 74340-4 74340-5 74340-6 Date Tested: 5/30/2006 6/2/2006 6/5/2006 6/23/2006 6/23/2006 7/21/2006 Age, days: 4 7 10 28 .28 56 Nominal Dim., in.: 6x12 6x12 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27. 28.27 28.27 28.27 28.27 Ultimate Load, lbs.:' 94710 111670 113930 128080 126930 28.27 Comp. Strength, psi: 3350 3950 4030 4530 4490 Type of Fracture: Shear Shear Shear Shear Shear Tested By: EA EA EA EA EA Average Strength: 4510 .............................................................................................................................. ............................................................................................................................. .............................................................................................................................. t Date of Report: Respectfully submitted, Remarks: Low compression test results for 28 day specimens. In results, a 56 day compression test will be performed. KRAZAN & ASSOCIATES, INC. Materials Testing Division y COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA ........................................................... Specimen: Concrete Mix Design #: f 7553AD Supplier: A-1 Cement Factor, sack: N/A Ticket #: 272177 Max. Size Agg., in.: 1 1 Admixture: N/A SAMPLE DATA ....................................................................................................... Specimen sampled from: Truck , Slump, inches (ASTM C 143): 5" Date Cast: 05/26/06 Air Temp. - Fahrenheit: 95 Date Delivered: 5/27/2006 Mix Temp. - Fahrenheit: 81 Sampled by: Mike M. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 5000 Air Content, % (ASTM C231): N/A LABORATORY DATA ............................... Specimen No. 74822-1 74822-2 74822-3' 74822-4 74822-5 74822-6 Date Tested: 5/30/2006 6/2/2006 6/9/2006 6/23/2006 6/23/2006 7/21/2006 Age, days: 4 7 14 28 28 56 Nominal Dim., in.: 6x12 6x12 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 28.27 28.27 Ultimate Load, lbs.: 71750 84360 95140 110110 114300 Comp. Strength, psi: 2540 2980 3370 3890, 4040 Type of Fracture: Shear Shear Shear Shear Shear Tested By: EA EA EA EA EA Average Strength: 3970 ....................................................................................................................... ............................................................................................................................. ............................................................................................................................... Date of Report: Respectfully submitted, Remarks: Low compression test results for 28 day specimens. In results, a 56 day compression test will be perfomed. KRAZAN & ASSOCIATES, INC. Materials Testing Division 111111111311 To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta MIXDATA ......... .............................. ......... ............................ Specimen: Grout Mix Design #: 61833 Supplier: Robertson Cement Factor, sack: N/A Ticket #: ,4282873 Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA.................................................................................................. .................................................................................................. Specimen sampled from: Line B Slump, inches (ASTM C 143): 9 1/2" Date.Cast: 06/15/06 Air Temp. - Fahrenheit: 100 Date Delivered: 6/17/2006 Mix Temp. - Fahrenheit: 90 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): , N/A LABORATORY DATA .......................... ..._................................................... Specimen No. 75762-1 75762-2 75762-3 75762-4 Date Tested: 6/22/2006 7/13/2006 7/13/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.5 Ultimate Load, lbs.: 30030 Comp. Strength, psi: 2860 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: .............................................................................................................................. Date of Report: Respectfully submitted, , Remarks: KRAZAN & ASSOCIATES, INC.' Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Date Cast: Bentonville La Quinta Air Temp. - Fahrenheit: MIX DATA ..................................... ............................................... 6/17/2006 Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: Fine 1500 Admixture: N/A SAMPLE DATA Specimen sampled from: Retaining Wall Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): N/A Date Cast: 06/15/06 Air Temp. - Fahrenheit: 86 Date Delivered: 6/17/2006 Mix Temp. - Fahrenheit: 75 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 1500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 75763-1 75763-2 75763-3 75763-4 Date Tested: 6/22/2006 7/13/2006 7/13/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 5710 Comp. Strength, psi: 1820 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division Kraza1Z &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 20, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Masonry Testing Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of,the masonry compression test, results for the above - referenced project. , If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. . Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: • s With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 I; .. �. .. , To: Wal-Mart Sam Sanchez 2001 S.E. 10th. Street Bentonville t COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta NM DATA Specimen: Prism Mix Design #: D665P Supplier: Superior Cement Factor, sack: N/A Ticket 269114 Max. Size Agg., in.: 3/8" • Admixture: -N/A SAMPLE DATA Specimen sampled from: Wall #lA Station 12+50 KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 911 Date Cast: 04/20/06 Air Temp. - Fahrenheit: .90 Date Delivered: 4/22/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA .......... ........... ...................................................... ....... ................................ ...... Specimen No. 74404-1 74404-2 74404-3 Date Tested: 5/18/2006 5/18/2006 Age, days: 28 28 Hold Nominal Dim., in.: 8x8xl6 8x8x 16 Area, sq. in.: 56.25 56.25 Ultimate Load, lbs.: 171330 187310 Comp. Strength, psi: 3050 3330 Type of Fracture: Shear Shear Tested By: EA EA Average Strength: 3190 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division r raZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION. TESTING & INSPECTION June 21, 2006 1 1Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete & Masonry Testing Sams Club Store #4941; JDE.016970 -79-315 Hwy 1 11 La Quinta, CA Mr. Sanchez, -Enclosed is a progress report of the concrete and masonry compression test results -for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta MIXDATA:......................................................................................................... Specimen: Concrete Mix Design #: 6203AP Supplier: Al Cement Factor, sack: 6.2 Sack Ticket #: 273154 Max. Size Agg., in.: 1" Admixture: Sika 161 SAMPLEDATA ... ....................................................................... Specimen sampled from: Row C on Line 12 Footing Slump, inches (ASTM C 143): 4" Date Cast: 06/14/06 Air Temp. - Fahrenheit: 102 Date Delivered: 6/15/2006 Mix Temp. - Fahrenheit: 90 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 147.5 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4.1% LABORATORY DATA .................................... .......................... Specimen No. 74949-1 74949-2 74949-3 74949-4 ` Date Tested: 6/21/2006 7/12/2006 7/12/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 81820 Comp. Strength, psi: .2890 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: .......................:. ............................................................................................................................. .............................................................................................................................. Date of Report: ............................................................ :............ .............................. Respectfully submitted, Remarks: . KRAZAN & ASSOCIATES, INC. Materials Testing Division t � i • COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 - Bentonville La Quinta MIXDATA.................................................................................... .................. Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Al;l;•, in.: Fine Admixture: N/A SAMPLE DATA ..................................................................................................... Specimen sampled from: Wall at Line 2 at F.7 .............................................................................................................................. ............................................................................................................................. .............................................................................................................................. Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): N/A Date Cast: 06/14/06 Air Temp. - Fahrenheit: 98 Date Delivered: 6/16/2006 Mix Temp. - Fahrenheit: 75 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 1500 Air Content, % (ASTM C231): N/A j LABORATORY DATA Specimen No. 75759-1 75759-2 75759-3 75759-4 Date Tested: 6/21/2006 7/12/2006 7/12/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 Ultimate Load, lbs.: 6680 Comp. Strength, psi: 2130 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: .............................................................................................................................. ............................................................................................................................. .............................................................................................................................. Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division r MEWIML- air- KraZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 13, 2006 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Masonry Testing Sams Club Store -#4941; JDE #J16970 X79-315 Hwy I11 _Ji La Quinta, CA Mr. Sanchez, Project No. 11606017 JUL 21 2006y`' 17y OF SIU ai'�:".i 'DINGA��'7'� Enclosed is a progress report of the masonry compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA �......................... .. Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: Retaining Wall LABORATORY DATA Specimen No. 75763-1 Slump, inches (ASTM C 143): N/A Date Cast: 06/15/06 Air Temp. - Fahrenheit: 86 Date Delivered: 6/17/2006 Mix Temp. - Fahrenheit: 75 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 1500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 75763-1 75763-2 75763-3 75763-4 . Date Tested: 6/22/2006 7/13/2006 7/13/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14. 3.14 Ultimate Load, lbs.: 5710 8990 9450 Comp. Strength, psi: 1820 2860 3010 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2940 , Date of Report: Respectfully submitted,. Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart 'Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy. l l l Bentonville La Quinta MIX DATA ............................................................................... 75762-2 75762-3 75762-4 Specimen: Grout 6/22/2006 Mix Design #: 61833 7/13/2006 Supplier: Robertson 7 Cement Factor, sack: N/A 28 Hold Ticket'#: ' 4282873 3x6 Max. Size A 3x6 Area, sq. in.: 10.5 Admixture: N/A 11.0 SAMPLEDATA ................................................... ............. .......... Comp. Strength, psi: 2860 5250 5180 Specimen sampled from: Line B Shear Shear Shear i Tested By: Slump, inches (ASTM C 143): 9 1/2" Date Cast: 06/15/06 Air Temp. - Fahrenheit: 100. Date Delivered: 6/17/2006 Mix Temp. - Fahrenheit: 90 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A y LABORATORY DATA Specimen No. 75762-1 75762-2 75762-3 75762-4 Date Tested: 6/22/2006 7/13/2006 7/13/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.5 10.7 11.0 Ultimate Load, lbs.: 30030 56130 56980 Comp. Strength, psi: 2860 5250 5180 Type of Fracture: Shear Shear Shear i Tested By: EA EA EA Average Strength: 5220 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division KrazaY1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 12, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete & Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the concrete and masonry compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 COMPRESSION TEST REPORT i (ASTM 139, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy • 111 Bentonville La Quinta MIX DATA ..................... . Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: Fine + .Admixture: N/A SAMPLEDATA :................:............................. Specimen sampled from: Line H Grid 3.5 Slump, inches (ASTM C 143): N/A Date Cast: 06/14/06 Air Temp. - Fahrenheit: 96 Date Delivered: 6/16/2006 Mix Temp. - Fahrenheit: 73 ' Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A ' LABORATORY DATA Specimen No. 75761-1 75761-2 75761-3 ' Date-Tested: 7/12/2006 7/12/2006 Age, days: 28 28 Hold Nominal Dim., in.: 2x4 2x4 Area, sq. in.: 3.14 3.14 Ultimate. Load, lbs.: 8540 8280 Comp. Strength, psi: 2720 2640 Type of Fracture: Shear Shear Tested By: 'EA EA Average Strength: 2680 Date of Report: Respectfully submitted, Remarks: , ' KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019; ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 797315 Hwy 111 Bentonville La Quinta MIX DATA ..........................................................................,............................... Specimen: Grout Mia Design #: RS200G42 Supplier: Robertson 'Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA Specimen sampled from: Retaining Wall Slump, inches (ASTM C 143): • 10" Date Cast: 06/21/06 Air Temp. - Fahrenheit: 98 Date Delivered: 6/23/2006 Mix Temp. - Fahrenheit: 81 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000• Air Content, % (ASTM C231): N/A ` LABORATORY DATA ...................................................... r Specimen -No. 84020-1 84020-2 84020-3 .84020-4 Date Tested: 6/28/2006 7/19/2006 7/19/2006 Age, days: . ,7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.6 bltimate Load, lbs.: 21510 Comp. Strength, psi: ' 2030 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC.' Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy. 111 'Bentonville La Quinta MIX DATA Specimen: Grout Mix Design #: RS20OG42 Supplier: Robertson 'Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.:. 3/8" .. ' Admixture: N/A SAMPLE DATA ..Specimen sampled from: Retaining Wall Slump, inches (ASTM C 143): 9 1/2" Date Cast: 06/29/06 Air Temp. - Fahrenheit: 100 Date Delivered: 7/1/2006 Mix Temp. - Fahrenheit: 82 Sampled by: Micheal G. r Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA ......... Specimen No. 84022-1 ' 84022-2 .84022-3 84022-4 Date Tested: 7/6/2006 7/27/2006 7/27/2006 Age, days: 7 28 - 28 Hold Nominal Dim., in.: _ 3x6 3x6 3x6 Area, sq. in.: 10.6 Ultimate Load, lbs.: 20620 Comp. Strength, psi: 1950 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. ' Materials Testing Division Type of Fracture: Shear Shear Shear Tested By: EA ' Average Strength:. ............................... Date of Report: Respectfully submitted, 'Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division . i COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy 111 . Bentonville La' Quinta MIX DATA Specimen: Grout Mix Design #: RS20OG42 Supplier: Robertson 'Cement Factor, sack: N/A Ticket #: 4309219 Max. Size A in.:. 3/8" • gg•+ Admixture: N/A _ SAMPLE DATA Specimen sampled from: . 5th Lift Line B , Slump, inches (ASTM C 143): 10" Date Cast: 06/30/06 Air Temp. - Fahrenheit: 102 Date Delivered: 7/2/2006 Mix Temp..- Fahrenheit: 79 Sampled by: Micheal G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA ..................................................................... Specimen No. 76189-1 .76189-2 -76189-3 76189-4 Date Tested: 7/7/2006 7/28/2006 7/28/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq, in.: 10.5 Ultimate Load, lbs.: 15880 Comp. Strength, psi: 1510 Type of Fracture: Shear Shear Shear Tested By: EA ' Average Strength:. ............................... Date of Report: Respectfully submitted, 'Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division . i COMPRESSION TEST REPORT (ASTM C39, ASTM 101.9, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street .79-315 Hwy 111 "Bentonville La* Quinta MIX DATA Specimen: Mortar Mix Design Type S Supplier: Spec Mixed Cement Factor, sack: -N/A Ticket N/A Max. Size Agg-, in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: Retaining Wall Slump, inches (ASTM C 143): N/A Date Cast: 06/09/06 Air Temp. - Fahrenheit: 95 Date Delivered: 6/11/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA ................................................................................................................ Specimen No. 75480-1 75480-2 75480-3 Date Tested: 7/7/2006 7/7/2006 Age, days: 28 28 Hold Nominal Dim., in.: 2x4 2x4 Area, sq. in.:, 3.14 3.14 Ultimate Load, lbs.: 6530 6650 Comp. Strength, psi: 2080 2120 Type of Fracture: Shear Shear Tested By: EA EA Average Strength: 2100 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division • COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: , Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970' 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mia Design #: 6203AP Supplier: Al Cement Factor, sack: 6.2 Sack Ticket #: 273154 Max. Size Agg•+ in.: 1 Admixture: Sika 161 a SAMPLE DATA { Specimen sampled from: Row C on Line 12 Footing i Slump, inches (ASTM C 143): ' 4" Date Cast: 06/14/06 Air Temp. -,Fahrenheit: 102 Date Delivered: , 6/15/2006 _ Mix Temp. - Fahrenheit: 90 • w Sampled by: Don C. Unit Weight, pcf (ASTM C138): 147.5 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4 1% LABORATORYDATA ................ ............................................................ Specimen No. 74949-1 74949-2 74949-3 .74949-4 Date Tested: 6/21/2006 7/12/2006 7/12/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 81820 114550 117330. Comp. Strength, psi: -_2890 4050 4150 Type of Fracture: Shear Shear Shear. Tested By: EA EA EA Average Strength: 4100 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division t COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: whKe T. Wal-Mart Project No.: 11606017 1500 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta 75759-2 MIX DATA..................................... ....................................... 6/21/2006 Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #:" N/A " Max. Size Agg•+ in.: Fine 2x4. Admixture: N/A SAMPLEDATA........................................................................ 3.14 Ultimate Load, lbs.:' .Specimen sampled from: Wall at Line 2 at F.7 11630 12400 Comp. Strength, psi: Slump, inches (ASTM C 143): N/A Date Cast: 06/14/06 • Air Temp. - Fahrenheit: 98 Date Delivered: 6/16/2006 Mix Temp. - Fahrenheit: 75 EA EA EA Sampled by: whKe T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 1500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 75759-1 75759-2 75759-3 75759-4 Date Tested: 6/21/2006 7/12/2006 7/12/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4. Area, sq. in.: t 3.14 3.14 3.14 Ultimate Load, lbs.:' 6680 11630 12400 Comp. Strength, psi: 2130 3700 3950 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3830 • Date of Report: ...................................................................................... Respectfully submitted, Remarks: e _ KRAZAN & ASSOCIATES, INC. Materials Testing Division } NC:GEKrazan&ASSOCIATES, INC.- GEOTECHNICAL OTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 20, 2006 Project No. 11606017 Wal-Mart , Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 . RE: Concrete & Masonry Testing Sams Club Store #4941; JDE #J16970 ` 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the concrete and masonry compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. - Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: w With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: - 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta. 1VM DATA Specimen: Concrete Mix Design 6203AP Supplier: A-1 Agg. Cement Factor, sack: 6.2 Sack Ticket it: 273674 Max. Size Agg., in.: Admixture: Sika 161 SAMPLE DATA .......................... Specimen sampled from: Line 12 at Row F Building Footings KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 411 Date Cast: 06/22/06 Air Temp. - Fahrenheit: 101 Date Delivered: 6/23/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Don C. Unit Weight, pef (ASTM C138): 148.1 Design Strength, psi: 3500 Air Content, % (ASTM C231): 4.2% LABORATORY DATA .. ........................... Specimen No. 74945-1 74945-2 74945-3 74945-4 Date Tested: 6/29/2006 7/20/2006 7/20/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 84490 107750 107490 Comp. Strength, psi: 2990 .3810 3800 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3810 ........................ Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store 44941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville . La Quinta MIX DATA .......... Specimen: Concrete Mix Design #: MD 400 Supplier: A-1 Agg. Cement Factor, sack: 4 Sack Ticket #: 273627 Max. Size Agg•, in.: 3/4" Admixture: N/A SAMPLE DATA Specimen sampled from: 30" S.D..Edlasement Slump, inches (ASTM C 143): 4" Date Cast:. 06/22/06 Air Temp. - Fahrenheit: 88 Date Delivered: 6/23/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Don C. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA ... ... .............................................................................. . . ................................................. Specimen No. 74944-1 74944-2 74944-3 Date Tested: 6/29/2006 7/20/2006 Age, days: 7 28 Hold Nominal Dim., in.: 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 40730 57100 Comp. Strength, psi: 1440 2020 Type of Fracture: Shear - Shear Shear Tested By: EA EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta I%M DATA Specimen: Mortar Mix Design #: C270 Type S Supplier: N/A Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA .................................. ....... ............................... ........ Specimen sampled from: Aprox. 2 Line at C Line 12ft. Vert From Footing Slump, inches (ASTM C 143): N/A Date Cast: 06/22/06 Air Temp. - Fahrenheit: • 86 Date Delivered: 6/24/2006 Mix Temp. - Fahrenheit: 89 Sampled by: Donald G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi• 1800 Air Content, % (ASTM C231): N/A LABORATORY DATA ............................... .......... Specimen No. 74939-1 74939-2 74939-3 74939-4 Date Tested: 6/29/2006 7/20/2006 7/20/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 5710 10960 11050 Comp. Strength, psi: 1820- 3490 3520 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3510 .................................... Date of Report: .................... Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division KraZal &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 25, 2006 Wal-Mart . Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Project No. 11606017 Mr. Sanchez, Enclosed is a progress report of the masonry compression test results for the above. referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: a With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 To: Wal-Mart Sam Sanchez` 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta MIX DATA Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.:. Fine Admixture: N/A 'SAMPLE DATA Michael G. Specimen sampled from: 4th Lift at Line B N/A Design Strength, psi: KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): N/A Date Cast: 06/27/06 Air Temp. - Fahrenheit: 92 Date Delivered: 6/29/2006 Mix Temp. - Fahrenheit: 85 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 1800 t Air Content, % (ASTM C231): N/A LABORATORY DATA .................................... ............................. Specimen No. 76008-1 76008-2 76008-3 Date Tested: 7/25/2006 7/25/2006 Age, days: 28 28 Hold Nominal Dim., in.: 2x4 2x4 Area, sq. in.: 3.14 3.14 Ultimate Load, lbs.: 11290 10950 Comp. Strength, psi: 3600 3490 Type of Fracture: Shear Shear Tested By: EA EA Average Strength: 3550 Date of Report: r Respectfully submitted, . Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: f Wal-Mart Project No.: 1.1606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA ............................:............................................................................. Specimen: Prism Mix Design #: RS20OG42 Supplier: Robertson Cement Factor, sack: 6 Sack - Ticket #: 4283031 Max. Size Agg•, in.: 3/8" Admixture: WRDA 64 SAMPLE DATA Specimen sampled from: 3 Red Grouted Blocks From Wall KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 9" Date Cast: 06/19/06 Air Temp. - Fahrenheit: 100 Date Delivered: 6/21/2006 Mix Temp. - Fahrenheit: 90, Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 75496-1 75496-2 75496-3 Date Tested: 7/17/2006 7/17/2006 Age, days: 28 28 Hold Nominal Dim., in.: 8x8x16 8x8x16 Area, sq. in.: 56.25 .56.25 Ultimate Load, lbs.: 131630 124880 Comp. Strength, psi: 2340 2220 Type of Fracture: Shear Shear Tested By: EA EA Average Strength: 2280 . Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 . 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Prism Mix Design #: RS200 Supplier: Robertson Cement Factor, sack: 6 Sack Ticket #: N/A Max. Size Agg•+ in.: 3/8° Admixture: WRDA 64 SAMPLE DATA Specimen sampled from: From Wall White Stripe (Grey) Slump, inches (ASTM C 143): .911 Date Cast: 06/19/06 Air Temp. - Fahrenheit: 100 Date Delivered: 6/21/2006 ` Mix Temp. - Fahrenheit: 90 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, %.(ASTM C231): N/A LABORATORY DATA Specimen No. 75934-1 75934-2 75934-3 Date Tested: 7/17/2006 7/17/2006 Age, days: 28 28 Hold Nominal Dim., in.: 8x8x16 8x8x16 Area, sq. in.: 56.25 56.25 Ultimate Load, lbs.: 145130 140060 Comp. Strength, psi: 2580 2490 Type of Fracture: Shear Shear Tested By: EA EA Average Strength: 2540 Date of Report: Respectfully submitted; Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division. or ===..I'(XaZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING t CONSTRUCTION TESTING & INSPECTION 4 . , July 24, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete & Masonry Testing , Sams Club Store #4941; JDE #J16970 ' 79-315 Hwy 111 - La Quinta, CA Mr. Sanchez, ' Enclosed is a progress report of the concrete and masonry compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Kr &Associates, Inc. - Darren Coleman ` Project Manager cc: , * With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 - u COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 7553AP, ' Supplier: A-1 Cement Factor, sack: N/A Ticket 4: 272134 Max. Size Agg., in. 1 ' Admixture: N/A SAMPLE DATA Specimen sampled from: Truck Placed at Retenton Basin Slump, inches (ASTM C 143): 3 3/4" Date Cast: 05/26/06 Air Temp. - Fahrenheit: 82 , Date Delivered: 5/27/2006 Mix Temp. - Fahrenheit: 80 . Sampled by: Mike M. Unit Weight, pcf (ASTM C138): N/A , Design Strength, psi: 5000 Air Content, % (ASTM C231): 4.8% LABORATORY DATA Specimen No. 74340-1 74340-2 74340-3 74340-4 74340-5 - 74340-6 Date Tested: 5/30/2006 6/2/2006 6/5/2006 6/23/2006 6/23/2006 7/21/2006 Age, days: - 4 7 10 28 28 56 Nominal Dim., in.: 6x12 6x12 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27'. 28.27 28.27 28.27 28.27 Ultimate Load, lbs.: 94710 111670 113930 128080 126930 147610 Comp. Strength, psi: 3350 3950 4030 4530 4490 5220 Type of Fracture: Shear Shear Shear. Shear Shear Shear' ,Tested By: EA EA EA EA EA EA Average Strength: 4510 Date of Report: Respectfully submitted, _ Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division ° COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 • 2001 S.E. 10th Street 19-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Grout Mix Design #: RS20OG42 Supplier: Robertson Cement Factor, sack: N/A , Ticket #: 4308790 Max. Size Agg•+ in.: 3/8" / Admixture: N/A SAMPLE DATA Specimen sampled from: B Line at 3 Line 3rd Grout Lift Slump, inches (ASTM C 143): '10" -Date Cast: 06/24/06. Air Temp. - Fahrenheit: 88 + Date Delivered: 6/26/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Donald G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA ...............:1:...... .............................................. ........... - Specimen No. 74941-1 74941-2 74941-3 749414 Date Tested: 7/1/2006 7/22/2006 7/22/2006 r Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 ' 3x6 3x6 Area, sq. in.: 10.8 10.8 11.0 Ultimate Load, lbs.: 22460 45850 44770 r Comp. Strength, psi: 2080 4250 4070 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4160 Date of Report: Respectfully submitted, Remarks: , KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta I%M DATA.................. ......................... Specimen: Grout Mix Design RS20OG44 Supplier: Robertson Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA .......................... Specimen sampled from: Retaining Wall - Slump, inches (ASTM C 143): 8 1/2" Date Cast: 07/06/06 Air Temp. - Fahrenheit: 103 Date Delivered: 7/8/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A' Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 84059-1 84059-2 84059-3 Date Tested: 7/13/2006 8/3/2006 8/3/2006 Age, days: 7 28 28 Nominal Dim., in.: .3x6 3x6 3x6 Area, sq. in.: 10.6 10.8 11.0 Ultimate Load, lbs.: 18650 28490 26620 Comp. Strength, psi: 1760 2640 2420 Type of Fracture:, Shear Shear Shear Tested By: EA EA, EA Average Strength- 2530 ...................................................................................................... Date of Report: ............................................................................................. Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division, COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez. Re: Sams Club Store #4941; JDE #J16970 . 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA...........................................................................................:.............. Specimen: Mortar Mix Design #: C270 Type S Supplier: N/A Cement Factor, sack: N/A .Ticket #: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: H Line at 6 Line a 9 Foot Invert From Footing Slump, inches (ASTM C 143): ` N/A Date Cast: 06/23/06 Air Temp. - Fahrenheit: 89 Date Delivered: 6/25/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Donald G. ' - Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 1800 f Air Content, % (ASTM C231):. N/A LABORATORY DATA Specimen No. 74940-1 74940-2 74940-3 74940-4 Date Tested: 6/30/2006 7/21/2006 7/21/2006 Age, days: 7 28 28' Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 7220 9930 10450 Comp. Strength, psi: 2300 3160 3330 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3250 Date of Report: ........................................................................................... Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. l Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta NM DATA......................... ................... ........ ........ .......................... Date Tested: Specimen: Mortar 7/24/2006 Mix Design Type S .28 Supplier: Spec Mixed Nominal Dim., in.: Cement Factor, sack: N/A 2x4 Ticket #:' N/A 3.14' Max. Size Agg., in.: Fine Ultimate Load, lbs.: 10080 10770 • Admixture: N/A 3210 SAMPLE DATA Type of Fracture: ....... ....... ...... . ........ Specimen sampled from: 4th Lift Line 2 EA Average Strength: 3320 Slump, inches (ASTM C 143): N/A. Date Cast: 06/26/06 Air Temp. - Fahrenheit: 101 Date Delivered: 6/28/2006 Mix Temp. - Fahrenheit: 77 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 76007-1 76007-2 76007-3 Date Tested: 7/24/2006 7/24/2006 Age, days: .28 28 Hold Nominal Dim., in.: 2x4 2x4 Area, sq. in.: 3.14' 3.14 Ultimate Load, lbs.: 10080 10770 Comp. Strength, psi: 3210 3430 Type of Fracture: Shear Shear Tested By: EA EA Average Strength: 3320 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division i To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta AM DATA Specimen: Grout Mix Design RS20OG44 Supplier: Robertson Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA Specimen sampled from: 6th Lift Line 12 Slump, inches (ASTM C 143): 90 Date Cast: 07/13/06 Air Temp. - Fahrenheit: 100. Date Delivered: 7/15/2006 -Mix Temp. - Fahrenheit: 80 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA ........... Specimen No. 76191-1 76191-2 76191-3 76191-4 Date Tested: 7/20/2006 8/10/2006 8/10/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.6 Ultimate Load, lbs.: 19610 Comp. Strength, psi: 1850 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KKAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Mortar Mix Design 0: Type S Supplier: Spec Mixed = Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: 5th and 6th Lift on Line 12 Slump, inches (ASTM C 143): N/A Date Cast: 07/14/06 Air Temp. - Fahrenheit: 108 Date Delivered: 7/16/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Michael Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA •.•.• Specimen No. 76192-1 76192-2 76192-3 . 76192-4 Date Tested: 7/21/2006 8/11/2006 8/11/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 6060 Comp. Strength, psi: 1930 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted,- Remarks: ubmitted,-Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division . COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: E Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA :............ . Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg•, in.: Fine ` Admixture: N/A SAMPLE DATA ................ . Specimen sampled from: 6th Lift on Line B Slump, inches (ASTM C 143): N/A Date Cast: 07/13/06 Air Temp. - Fahrenheit: 109 Date Delivered: 7/15/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Michalel G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 65477-1 65477-2 65477-3 65477-4 Date Tested: 7/20/2006 8/10/2006 8/10/2006 Age, days: 7 28 - 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 5680 Comp. Strength, psi: 1810 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: . Date of Report: ..................................................................................... Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division r E ' COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta ' 1 MIX DATA .......................................................................................................... Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: Line 1 on 5th Lift Date of Report: _ Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): N/A Date Cast: .07/12/06 Air Temp. - Fahrenheit: 109' Date Delivered: 7/14/2006 Mix Temp. - Fahrenheit: 83 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 65478-1 65478-2 65478-3 65478-4 Date Tested: 7/19/2006 8/9/2006 8/9/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 5900 Comp. Strength, psi: 1880 Type of Fracture: Shear Shear Shear Tested By: EA r Average Strength: Date of Report: _ Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) ' To: ' Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 . Bentonville La Quinta MIX DATA Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: Line 12 on 5th Lift KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): N/A Date Cast: 07/11/06 Air Temp. - Fahrenheit: 103 Date Delivered: 7/13/2006 Mix Temp. - Fahrenheit: 83 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A- /ADesign DesignStrength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA............................................................. Specimen No. 65479-1 65479-2 65479-3 65479-4 Date Tested: 7/18/2006 8/8/2006 8/8/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 5620 Comp. Strength, psi: 1790 Type of Fracture: Shear Shear Shear ► Tested By: EA Average Strength: Date of Report:, Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division j 6 I<xaz =jM �� &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 14, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the masonry compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-402.2 COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; IDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Mortar S Mix Design #: Type S .Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A . Max. Size A gg., in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: 4th Line on Line 1 Slump, inches (ASTM C 143): N/A Date Cast: 06/30/06 Air Temp. - Fahrenheit: 103 Date Delivered: 7/2/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Michael G. a Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA ............... Specimen No. 76200-1 76200-2 76200-3 76200-4 Date Tested: 7/7/2006 7/28/2006 7/28/2006 Age, days: r 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 13.14 3:14 3.14 Ultimate Load, lbs.: 6840 Comp. Strength, psi: 2180 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta MIX DATA Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed • Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA..................................................................... .......................:.......................................................................... Specimen sampled from:. 3rd Lift on Line B KRAZAN & ASSOCIATES, INC. Materials Testing Division S Slump, inches (ASTM C 143): N/A Date Cast: 06/29/06 Air Temp. - Fahrenheit: 104 Date Delivered: 7/1/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A -LABORATORY DATA Specimen No. 76199-1 76199-2 76199-3 76199-4 Date Tested: 7/6/2006 7/27/2006 7/27/2006 Age, days: 7 28 28 Hold ' Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 6370 Comp. Strength, psi: 2030 Type of Fracture: Shear Shear Shear Tested By: - EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division S COMPRESSION TEST REPORT '(ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta M1X DATA Specimen: Mortar Mix Design #: Type S w Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: 5th Lift on Line 2 KRAZAN & ASSOCIATES, INC. Materials Testing. Division Slump, inches (ASTM C 143): N/A Date Cast: 07/07/06 Air Temp. - Fahrenheit: 103 Date Delivered: 7/9/2006 Mix Temp. - Fahrenheit: 68 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORYDATA....................................................................................... Specimen No. 76197-1 76197-2 76197-3 76197-4 Date Tested: 7/14/2006 8/4/2006 8/4/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 6880 Comp. Strength, psi: 2190 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing. Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 - Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 1.11 Bentonville La Quinta NM DATA Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket N: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA ....................... .......................... Specimen sampled from: Line 12 on 4th Lift I Slump, inches (ASTMC 143): N/A' Date Cast: 07/06/06 Air Temp. - Fahrenheit: 101 Date Delivered: 7/8/2006 Mix Temp. - Fahrenheit: 68 Sampled by: Micheal G. Unit Weight, pcf (ASTM 038): - N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 76188-1 76188-2 76188-3 76188-4 Date Tested: 7/13/2006 8/3/2006 8/3/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 7540 Comp. Strength, psi: 2400 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: ......................................................................................................... ............. Date of Report: ................................................................................................................................ Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division I COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store 94941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg•+ in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: 3rd Lift Line B Slump, inches (ASTM C 143): N/A Date Cast: 07/05/06 Air Temp. - Fahrenheit:. 100 Date Delivered: 7/7/2006 Mix Temp. - Fahrenheit: 68 Sampled by: Micheal G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A .,LABORATORY DATA Specimen No. 76187-1 76187-2 76187-3 76187-4 Date Tested: 7/12/2006 8/2/2006 8/2/2006 , Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 7030 Comp. Strength, psi: 2240 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: f + KRAZAN & ASSOCIATES, INC. Materials Testing Division &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 18, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete & Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the'concrete and masonry compression test results for the a above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville e COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta I%M DATA Specimen: Grout Mix Design #: RS200642 Supplier: Robertson Cement Factor, sack: 6 Sack - Ticket 4283127 Max. Size Agg., in.: 3/8" Admixture: VVRDA 64 SAMPLE DATA -Specimen sampled from: Wall B at 4 Slump, inches (ASTM C 143): 911 Date Cast: 06/20/06 I Air Temp. - Fahrenheit: 98. Date Delivered: 6/12/2006 Mix Temp. - Fahrenheit: 90 Sampledby: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A ........ LABORATORY DATA ........ Specimen No. 754941 75494-2 75494-3 75494-4 Date Tested: 6/27/2006 7/18/2006 7/18/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.9 10.5 10.7 Ultimate Load, lbs.: 23100 41310 40440 Comp. Strength, psi: 2120 3930 3780 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3860 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta I%M DATA Specimen: Grout Mix Design #: RS200642 Supplier: Robertsons Cement Factor, sack: 6 Sack Ticket N/A Max. Size Agg., in.: 3/8" Admixture: WRDA 64 SAMPLE DATA Specimen sampled froni: Retaining Wall KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 9" Date Cast: 06/20/06 Air Temp. - Fahrenheit: 100 Date Delivered: 6/22/2006 Mix Temp. - Fahrenheit: 90 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: r 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA .............. .................................................................................. ....... ........................ ............ Specimen No. 75935-1 75935-2. 75935-3 75935-4 Date Tested: 6/27/2006 7/18/2006 7/18/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.7 11.0 10.8 Ultimate Load, lbs.: 24075 50380 45570 Comp. Strength, psi: 2250 4580 4220 Type of Fracture:. Shear Shear Shear Tested By: EA EA EA Average Strength: 4400 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6203AP Supplier: Al Aggregate Cement Factor, sack: 6.2 Sack Ticket #: 273413 Max. Size Agg., in.: 11. Admixture: SIKA 161 SAMPLE DATA Specimen sampled from: Footings at l l -P Slump, inches (ASTM C 143): 411 Date Cast: 06/19/06 Air Temp. - Fahrenheit: 100 Date Delivered: 6/20/2006 Mix Temp. - Fahrenheit: 89' Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi• 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA ....................................................................................................... Specimen No. 75764-1 75764-2 75764-3 75764-4 Date Tested: 6/26/2006 7/17/2006 7/17/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 88940 107430 110390 Comp. Strength, psi: 3150 3800 3900 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3850 .......................................................... Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division = I To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville 3 COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta MIX DATA 75495-1 75495-2 75495-3 75495-4 Specimen: Grout 6/26/2006 Mix Design #: RS20OG42 Supplier: Robertson Age, days: Cement Factor, sack: 6 Sack 28 • Ticket #: 4283031 Nominal Dim., in.: Max. Size Agg., in.: 3/8" 3x6 3x6 Area, sq. in.: Admixture: WRDA 64 SAMPLE DATA Ultimate Load, lbs.: 18550 35730 Specimen sampled from: Line B at 7 1 1750 , 3310 3070 Slump, inches (ASTM C 143): 9" Date Cast: 06/19/06 Air Temp. - Fahrenheit: 100 Date Delivered: 6/21/2006 Mix Temp. - Fahrenheit: 90 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 75495-1 75495-2 75495-3 75495-4 Date Tested: 6/26/2006 1/17/2006 7/17/2006 Age, days: 7 28 • 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.6 10.8 10:8 Ultimate Load, lbs.: 18550 35730 33160 Comp. Strength, psi: 1750 , 3310 3070 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3190 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.................................................................................................:........ :......................................................... Specimen: Mortar Mix Design #: Type S Supplier: A and P Concrete Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLEDATA ................................................................ ....... Specimen sampled from: Line B at 7 Slump, inches (ASTM C 143): N/A Date Cast: 06/19/06 Air Temp. - Fahrenheit: 80 Date Delivered: 6/21/2006 Mix Temp. - Fahrenheit: 85 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 75765-1 75765-2 75765-3 75765-4 Date Tested: 6/26/2006 7/17/2006 7/17/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 5340 10030 10110 . Comp. Strength, psi: 1700 3190 3220 - Type of Fracture: Shear Shear Shear ; Tested By: EA EA EA Average Strength: 3210 Date of Report: _ Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division V COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta I%M DATA ........ ....... ....... ....... ....... ........... Specimen: -Concrete Mix Design 6203A.P. Supplier: Al Agg. Thousand Palms Cement Factor, sack: 6.2 Sack Ticket N: 274575 Max. Size Agg., in.: V, Admixture: Sika 161 SAMPLE DATA Specimen sampled from: D8 at 13 Loading Dock Wall KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 4 Date Cast: 07/10/06 Air Temp. - Fahrenheit: 102 Date Delivered: 7/11/2006 Mix Temp. - Fahrenheit: 90 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.1 Design Strength, psi: 3000 Air Content, % (ASTM C231).: 4% LABORATORY DATA ....................................................................................................... Specimen No. 74937-1 74937-2 74937-3 74937-4 Date Tested: 7/17/2006 8/7/2006 8/7/2006 Age, days:' 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 96540 Comp. Strength, psi: 3410 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report:' Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 07/10/06 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta Michael G. MIX DATA............................:...............................:............................................. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: Fine 76193-3 76193-4 Admixture: N/A SAMPLE DATA 8/7/2006 . . Specimen sampled from: 6th Lift on Line 2. 28 28 Hold Slump, inches (ASTM C 143): N/A Date Cast: 07/10/06 Air Temp. - Fahrenheit: 103 Date Delivered: 7/12/2006 Mix Temp. - Fahrenheit: 69 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 76193-1 76193-2 . 76193-3 76193-4 Date Tested: 7/17/2006 8/7/2006 8/7/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 8000 Comp. Strength, psi: 2550 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT. (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JI?E 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta I%M DATA Specimen: Grout Mix Design RS20OG42 Supplier: Robertson Cement Factor, sack: N/A Ticket #: 4309417 Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA Specimen sampled from: 6th Lift (B-4) KRAZAN i ASSOCIATES, INC. Materials Testing Division e Slump, inches (ASTM C 143): 911: Date Cast: 07/08/06 Air Temp. - Fahrenheit: 94 Date Delivered: 7/10/2006 Mix Temp. - Fahrenheit: 76 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A .............................................................................................................. LABORATORY DATA..... ............ ........................... Specimen No. 76198-1 76198-2 76198-3 76198-4 Date Tested: 7/15/2006 8/5/2006 8/5/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.7 Ultimate Load, lbs.: 20550 Comp. Strength, psi: 1920 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: .•.............. Date of Report: ......... .......,.....:..................................................... ........... Respectfully submitted, Remarks: KRAZAN i ASSOCIATES, INC. Materials Testing Division e j 1= ��Z &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 19, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete & Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, r Enclosed is a progress report of the concrete and masonry compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brick -ell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 7111. .y COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 416970 2001 S.E. 10th Street 79=315 Hwy 111 Bentonville La Quinta . MIX DATA 75767-1 75767-2 75767-3 75767-4 Specimen: Mortar 6/28/2006 Mix Design #: Type S 7/19/2006 Supplier: Spec Mixed 7 Cement Factor, sack: N/A 28 Hold Ticket #: N/A 2x4 Max. Size Agg., in.:. Fine 2x4 Area, sq. in.: 3.14 Admixture: N/A 3.14 SAMPLE DATA 5550 8390 9070 Specimen sampled from: Line B4 on 3rd Lift 1770 2670 2890 Type of Fracture: Slump, inches (ASTM C 143): N/A Date Cast: 06/21/06 Air Temp. - Fahrenheit: 95 Date Delivered: 6/23/2006 Mix Temp. - Fahrenheit: 75 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 1800 Air Content, % (ASTM C231):. N/A LABORATORY DATA Specimen No. 75767-1 75767-2 75767-3 75767-4 Date Tested: 6/28/2006 7/19/2006 7/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 5550 8390 9070 Comp. Strength, psi: 1770 2670 2890 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2780 Date of Report: I , , Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta MIX DATA:. . ........................................................................................................... Specimen: Grout Mix Design #: RS20OG42 Supplier: Robertson Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg•+ .: in3/8" Admixture: N/A SAMPLE DATA Specimen sampled from: Retaining Wall , Date of Report: Remarks: Respectfully submitted, ' KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 10" Date Cast: 06/21/06 Air Temp..- Fahrenheit: 98 Date Delivered: 6/23/2006. Mix Temp. - Fahrenheit: 81 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: .2000 Air Content, % (ASTM C231): N/A LABORATORY DATA . Specimen No. 84020-1 84020-2 84020-3 84020-4 Date Tested: 6/28/2006 7/19/2006 7/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6' 3x6 3x6 Area, sq. in.: 10.6 10.6 10.9 Ultimate Load, lbs.: 21510 47100 46540 Comp. Strength, psi: 2030 4440 4270 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4360 Date of Report: Remarks: Respectfully submitted, ' KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: ,Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store 94941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA...................................................................................... Specimen: Concrete Mix Design #: 6203AP Supplier: A-1 Agg Cement Factor, sack: 6.2 Sack Ticket #: N/A Max. Size Agg•, in.: 1 Admixture: Sika 161 SAMPLEDATA:................................................................ Specimen sampled from: Slab on Grade Slump, inches (ASTM C 143): 4" Date Cast: 06/21/06 Air Temp. - Fahrenheit: 100 Date Delivered: 6/22/2006 Mix Temp. - Fahrenheit: 81 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): 148.1 Design Strength, psi: 3500 Air Content, % (ASTM C231): 4.2% LABORATORY DATA ................................................ Specimen No. 75936-1 75936-2 75936-3 75936-4 Date Tested: 6/28/2006 7/19/2006 7/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: - 28.27 28.27 28.27 Ultimate Load, lbs.: 62680 111630 116270 Comp. Strength, psi: 2220 3950 4110 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4030 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division �COMTRESSION TEST REPORT(ASTM C39, ASTM 1019, ASTM 067)Wal-Mart Project No.: 11606017Sam Sanchez Re: Sams Club Store #4941; JDE 0169702001 S.E. 10th Street 79-315 Hwy I I ILa Quinta DATASpecimen: 'NM Mortar Mix 'Design Type S'Supplier: Spec Mixed Cement Factor, sack: N/ATicket #: N/A Max. I Size Agg., in.: FineAdmixture: N/ASAI%RLE DATASpecimen sampled from: 3rd Lift on Line BSlump, inches (ASTM C 143): N/ADate 'Cast: 06/29/06 Air Temp. - Fahrenheit: 104Date Delivered: 7/l/2006 Mix Temp. - Fahrenheit: 80Sampled by: Michael G. Unit Weight, pcf (ASTM C138):' N/ADesign, Strength, psi: 2000 Air Content, % (ASTM C231): N/ALABORATORY DATASpecimen No. 76199-1 76199-2 76199-3 76199-4Date Tested: 7/6/2006 7/27/2006 7/27/2006Age, days: 7' 28 28 HoldNominal Dim., in.: 2x4 2x4 2x4Utimate Load, lbs.: 6370 9930 10480Comp..Strength, psi: 2030 .3160 3340Type of Fracture: Shear Shear ShearTesied By: EA EA.. EAAverage Strength: 3250!Date of Report:Respectfully submitted,KRAZAN & ASSOCIATES, INC.Materials Testing Division k COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 ,2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MlXDATA ............................................................................ Specimen: Grout Mix Design #: RS20OG42 Supplier: Robertson Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: 3/8" Admixture: N/A _ SAMPLE DATA ..... ' Specimen sampled from: • Retaining Wall Slump, inches (ASTM C 143): 9 1/2" Date Cast: 06/29/06 Air Temp. - Fahrenheit: 10.0 Date Delivered: 7/1/2006 Mix Temp. - Fahrenheit: 82 Sampled by: Micheal G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 84022-1 84022-2 84022-3 84022-4 Date Tested: 7/6/2006 7/27/2006 7/27/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.6 10.9 11.0 Ultimate Load, lbs.: 20620 27680 28710 +` Comp. Strength, psi: 1950 2540 ` 2610 w Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2580 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta NM DATA Specimen: Concrete Mix Design 7553AF Supplier: A -I Cement Factor, sack: 7.5 Sack Ticket 272448 Max. Size Agg., in.: Admixture: Siha 161 SAMPLE DATA Specimen sampled from: South East Retention Basin Footing Pour Slump, inches (ASTM C 143): 411 Date Cast: 06/02/06 Air Temp. - Fahrenheit: 96 Date Delivered: 6/3/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Matt T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 5000 Air Content, % (ASTM C231): 1.5% LABORATORY DATA ............. Specimen No. 75819-1 75819-2 75819-3 758'19-4 75819-5 f 75819-6 Date Tested: 6/5/2006 6/9/2006 6/16/2006 6/30/2006 6/30/2006' 7/28/2006 Age, days: 3 7 .14 28 28 56 Nominal Dim., in.: 6xI2 6xI2 6xI2 6xI2 6xI2 6x12 Area, sq. in.: 28.27 28.27 28.27 28.27 28.27 28.27 Ultimate Load, lbs.: 94500 99560 111730 130440 129800 143610 C6mp. Strength, psi: 3340 3520 3950 4610 4590 5080. Type of Fracture: Shear Shear Shear— Shear Shear Shear Tested By: EA EA EA EA EA EA Average Strength: 4600 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division k COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 ,Bentonville La Quinta M1X DATA Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: 4th Line on Line 1 Slump, inches (ASTM C 143): N/A Date Cast: 06/30/06 Air Temp. - Fahrenheit: 103 ` Date Delivered: 7/2/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 .' Air Content, % (ASTM C231): N/A LABORATORY DATA................................................................ Specimen No. 76200-1 76200-2 76200-3 76200-4 Date Tested: 7/7/2006 7/28/2006 7/28/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 6840 10380 9920 " Comp. Strength, psi: 2180 3310. 3160 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3240 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. - - Materials Testing Division, COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Grout Mix Design #: RS20OG42 Supplier: Robertson Cement Factor, sack: N/A Ticket #: 4309219 Max. Size Agg•, in.: 3/8" Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: 5th Lift Line B , ` Slump, inches (ASTM C 143): 10" Date Cast: 06/30/06 Air Temp. - Fahrenheit: 102 Date Delivered: 7/2/2006 Mix Temp. - Fahrenheit: 19 Sampled by: Micheal G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORYDATA Specimen No. 76189-1 76189-2 76189-3 76189-4 Date Tested: 7/7/2006 7/28/2006 7/28/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.5 10.7 10.8 Ultimate Load, lbs.: 15880 24850 27430 Comp. Strength, psi: 1510 2320 2540 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2430 J Date of Report: Respectfully submitted, - Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: ' Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta AM DATA Specimen: Grout Mix Design #: RS20OG42 Supplier: Robertson Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., Admixture: N/A SAMPLE DATA Specimen sampled from: 3rd Lift Line H KRAZAN & ASSOCIATES, INC. Materials Testing Division slump, inches (ASl•M C 143): 911 Date Cast: 06/28/06 Air Temp. - Fahrenheit: 103 Date Delivered: 6/30/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Micheal G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi• 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA ........................................... ..................... ....................................... .............................. Specimen No. 76009-1 76009-2 76009-3 76009-4 Date Tested: 7/5/2006 7/26/2006 7/26/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.8 10.6 10.9 Ultimate Load, lbs.: 20190 51090 49920 Comp. Strength, psi: 1870 4820 4580 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4700 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta I%M DATA Specimen: Concrete Mix Design #: 6203AP Supplier: A-1 Agg. Cement Factor, sack: 6.2 Sack Ticket #: 274059 Max. Size Agg., in.: Admixture: Sika 161 SAMPLE DATA Specimen sampled from: D.8 at 13 Building Foundation Slump, inches (ASTM C 143): 41# Date Cast: 06/28/06 Air Temp. - Fahrenheit: 104 Date Delivered: 6/29/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Michael G. Unit Weight, pef (ASTM C138): 148.1 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4.0% LABORATORY DATA' ........................................................................................................ Specimen No. 76001-2 76001-3 760014 Date Tested: 7/5/2006 7/26/2006 7/26/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6xI2 6xI2 6xI2 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 88480 131590 141870 Comp. Strength, psi: 3130 4650 5020 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4840 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville. La Quinta MIX DATA .................... . Specimen: Grout Mix Design #: RS20OP44 Supplier: Robertson Cement Factor, sick: N/A Ticket #: 4456802 Max. Size Agg•, in.: 3/8" Admixture: N/A SAMPLE DATA Specimen sampled from: 3rd Lift Line 14 Slump, inches (ASTM C 143): 9" Date Cast: 07/20/06 Air Temp. - Fahrenheit: 110 Date Delivered: 7/22/2006 Mia Temp. - Fahrenheit: 85 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 76002-1 76002-2 76002-3 76002-4 Date Tested: 7/27/2006 8/17/2006 8/17/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.6 Ultimate Load, lbs.: 20760 Comp. Strength, psi: 1960 Type of Fracture: Shear Shear Shear Tested By: EA . Average Strength: 1 Date of Report: Respectfully submitted, Remarks: IU AZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A _ Max. Size A in.: Fine gg., Admixture: N/A SAMPLE DATA Specimen sampled from: Line 14 on 3rd Lift Slump, inches (ASTM C 143): N/A Date Cast: 07/20/06 Air Temp. - Fahrenheit: 107 Date Delivered: 7/22/2006 Mix Temp. - Fahrenheit: 84 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORYDATA.............................................................. ......................... Specimen No. 62036-1 62036-2 62036-3 62036-4 Date Tested: 7/27/2006 8/17/2006 8/17/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 6090 Comp. Strength, psi: 1940 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: ICRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket ft: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA 4 Specimen sampled from: 1st Lift Line 14 Date of Report: Respectfully submitted, I Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): N/A Date Cas*t: 07/18/06 Air Temp. - Fahrenheit: 108 Date'Delivered: 7/20/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi• 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA ............................. ........ .......... -Specimen No. 76004-1 76004-2 76004-3 76004-4 Date Tested: 7/25/2006 8/15/2006 8/15/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 7230 Comp. Strength, psi: 2300 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, I Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta MIX DATA Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: 2nd Lift Battery / Tire Walls Slump, inches (ASTM C 143): N/A Date Cast: 07/19/06 Air Temp. - Fahrenheit: 109 Date Delivered: 7/21/2006 Mix Temp. - Fahrenheit: 81 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 62035-1 62035-2 62035-3 62035-4 Date Tested: 7/26/2006 8/16/2006 8/16/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 4500 Comp. Strength, psi: 1430 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks:, KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Mortar Mix Design #: ` Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size A gg., in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: 1st Lift Line D Slump, inches (ASTM C 143): N/A Date Cast: 07/17/06 Air Temp. - Fahrenheit: 100. Date Delivered: 7/19/2006 Mix Temp. - Fahrenheit: 84 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A . Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA ................................... ...................... Specimen No'. 76003-1 76003-2 76003-3 76003-4 Date Tested: 7/24/2006 8/14/2006 8/14/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 - Ultimate Load, lbs.: 6510 - Comp. Strength, psi: 2070 Type of Fracture: - Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: - KRAZAN & ASSOCIATES, INC. Materials Testing Division To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville Project No.: 11606017 Re: Sams Club Store #4941; JDE AJ16970 79-315 Hwy 111 La Quinta MIX DATA Specimen: Concrete Mix Design 6002AP Supplier: A -I Concrete Cement Factor, sack: 6 Sack Ticket 275117 Max. Size Agg., in.: III Admixture: Sika 161 SAMPLE DATA Specimen sampled from: Curb West Side of Service Station - 150' South to North Slump, inches (ASTM C 143): 3 1/2" Date Cast: 07/20/06 Air Temp. - Fahrenheit: 92 Date Delivered: 7/21/2006 Mix Temp." Fahrenheit: 80 Sampled by: Mike T. Unit Weight, pcf (ASTM C138):. N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A -,`LABORATORY DATA Specimen No. 75481.-1 75481-2 75481-3 75481-4 Date Tested: 7/27/2006 8/17/2006 8/17/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6xI2 6xI2 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 101400 Comp. Strength, psi: 3590 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division Sao COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta NM DATA Specimen: Concrete Mix Design #• 60002AP Supplier: A-1 Concrete Cement Factor, sack: 6 Sack Ticket 275184 Max. Size Agg., in.• III Admixture: Sika 161 SAMPLE DATA Specimen sampled from: Middle of North Curb at Service Station Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 4 1/211 Date Cast: 07/21/06 Air Temp. - Fahrenheit: 101 Date Delivered: 7/22/2006 Mix Temp. - Fahrenheit: 90 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): 147.4 Design Strength, psi: 3500 Air Content, % (ASTM C231): 51% LABORATORY DATA ................... Specimen No. 75770-1 75770-2 75770-3 75770-4 Date Tested: 7/28/2006 8/18/2006 8/18/2006 Age, days: 7 28 28 Hold ..Nominal Dim., in.: 6xI2 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 73820 Comp. Strength, psi: 2610 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: I Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta INM DATA Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket N/A Max. Size Agg., in.: Fine Admixture: N/A SAMPLE DATA Specimen sampled from: D.8 Line 3rd Lift KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): N/A Date Cast: 07/21/06 Air Temp. - Fahrenheit: 106 Date Delivered: 7/23/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA ........................................................................................................ Specimen No. 62030-1 62030-2 62030-3 62030-4 Date Tested: 7/28/2006 8/18/2006 8/18/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 5000 Comp. Strength, psi: 1590 ,Type of Fracture:' Shear Shear Shear Tested By: EA Average Strength: Date of Report: ........................................... Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Grout Mix Design #: RS20OP44 Supplier: Robertson Cement Factor, sack: N/A Ticket #: 4456679 Max. Size Agg., in.: 3/8" Admixture: N/A . SAMPLE DATA Specimen sampled from: 1st Lift Rec. / Loading Dock Walls Slump, inches (ASTM C 143): 9" Date Cast: 07/19/06 Air Temp. - Fahrenheit: 86 Date Delivered: 7/21/2006 Mix Temp. - Fahrenheit: 80 .Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A -Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 76195-1 16195-2 76195-3 76195-4 Date Tested: 7/26/2006 8/16/2006 8/16/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.5 Ultimate Load, lbs.: 23200 Comp. Strength, psi: 2210 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. - Materials Testing Division 1 -I'(raZan & ASSOCIATES, INC. D GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION l MAY 191006 ) May 12, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the masonry compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 • COMPRESSION -TEST REPORT • , ,(ASTM C39, ASTM 1019, ASTM 067) . To: Wal-Mart Project No.: 11606017 " Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street • ` 79-315 Hwy 111 Bentonville ' La Quinta MIXDATA ............................................................................ Specimen: Grout Mix Design #: D665P Supplier: Superior Cement Factor, sack: 6.4 Sack Ticket #: 8865 Max. Size Agl;•, in.: 3/8" Admixture: 322N SAMPLE DATA Specimen sampled from: Wall #LA at Station 12 +150 Slump, inches (ASTM C 143): 9" Date Cast: 04/14/06 Air Temp. - Fahrenheit: 83 Date Delivered: 4/16/2006 Mix Temp. - Fahrenheit: 84 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: �4 3000. Air Content, % (ASTM C231): N/A LABORATORY DATA ► .. .... : ... . Specimen No. 74402-1 ' 74402-2 74402-3 74402-4 Date Tested: 4/21/2006, 5/12/2006 5/12/2006 Age, days: 7 28 28 Hold . Nominal Dim., in.: •3x6 3x6 3x6 Area, sq. in.: 11.1. 11.2. 11.0 Ultimate Load, lbs.: , 35950 38050 44610 Comp. Strength, psi: 3240 3400 4060 ' Type of Fracture: - Shear Shear ' ` _ Shear Tested By: EK EA EA ' Average Strength: 3730 .........................................................:.j........................... .................................... , Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. + Materials Testing Division =OFazar &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 12, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Enclosed is a progress report of the concrete cylinder compression test results for the above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909)' 974-4400 Fax (909) 974-4022 To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville - COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta MIX DATA Specimen: Concrete Mix Design #: 6203AP Supplier: A.1 AKK Cement Factor, sack: 6 Sack Ticket #- .269594 Max. Size Agg., in.: 3/4" Admixture: Siki161 SAMPLE DATA Specimen sampled from: Sta. 1+00 West Perm. Wall (West Side of Gas Station Slump, inches (ASTM C 143): 5" Date Cast: 04/13/06 Air Temp. - Fahrenheit: 83 ,Date Delivered: 4/14/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Don C. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A . ............ LABORATORY DATA ................................................................................................. ....... Specimen No. 65529-1 65529-2 65529-3 65529-4 Date Tested: 4/20/2006 5/11/2006 5/11/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in:: 28.27 28.27 28.27 Ultimate Load, lbs.: 68100 98680 93630 Comp. Strength, psi: 2410 3490 3310 Type of Fracture: Shear Shear Shear Tested By: EK EA EA Average Strength: 3400 Date of Report: Respectfully submitted, Remarks: k KRAZAN &ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA ....................................................................... . Specimen: Concrete Mix Design #: 6203AF Supplier: A-1 Thousand Palms Cement Factor, sack: 6 Sack Ticket #: '269466 Max. Size Agl;•, in.: 71260 • Admixture: N/A SAMPLE DATA ............................................................... ... ................................................................. ............................... ............................ Specimen sampled from: South Peremeter Site Wall Sta. 1 + 100 Footing Slump, inches (ASTM C 143): 51' Date Cast: 04/12/06 Air Temp. - Fahrenheit: -73 Date Delivered: 4/13/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 142 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4.8% LABORATORY DATA ..... .......................................... ... ............... ......... Specimen No. 655301-1 655301-2 655301-3 655301-4 Date Tested: 4/19/2006 5/10/2006 5/10/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 71260 95990 94850 Comp. Strength, psi: 2520 3400 3360 Type of Fracture: Shear Shear Shear ' Tested By:' EK EA EA Average Strength:. 3380 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA .......... ........................................................................................... Specimen: Concrete Mix Design #: 6203AP Supplier: A-1 AKK Cement Factor, sack: 6 Sack Ticket #: 269371 Max. Size Agg•, in.: 3/4" ' Admixture: N/A SAMPLE DATA ............................................................................................:..... ............ . Specimen sampled from: South Peremeter Wall Fts. at Station 9 + 50 Slump, inches (ASTM C 143): 5" Date Cast: 04/11/06 Air Temp. - Fahrenheit: 72 Date Delivered: 4/12/2006 Mix Temp. - Fahrenheit: 74 Sampled by: Don C. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA .......... ... ..........: Specimen No. 65527-1 65527-2 65527-3 65527-4 Date Tested: 4/18/2006 5/9/2006 5/9/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 r Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: .77840 101110 103950 Comp. Strength, psi: 2750 3580 3680 Type of Fracture: Shear Shear Shear , Tested By: EK EA EA Average Strength: 3630. Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. ' Materials Testing Division . t COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA .................................................. Specimen: Concrete Mix Design #: 6203AP Supplier: Al AKK Cement Factor, sack: 6 Sack Ticket #: 269422 Max. Size Agl;•, in.: 3/4" G Admixture: SIKI 161 SAMPLE DATA Specimen sampled from: South Perimeter Wall Fts. Sta. 4 + 80 Slump, inches (ASTM C 143): 5" Date Cast: 04/11/06 Air Temp. - Fahrenheit: 76 Date Delivered: 4/12/2006 Mix Temp. - Fahrenheit: 79 Sampled by: Don C. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA. Specimen No. 65528-1 65528-2 65528-3 65528-4 Date Tested: 4/18/2006 5/9/2006 5/9/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 75690 103870 100840 Comp. Strength, psi: 2680 3670 3570 Type of Fracture: Shear Shear Shear Tested By: EK EA EA Average Strength: 3620 Date of Report: Respectfully submitted,` Remarks:' KRAZAN & ASSOCIATES, INC. Materials Testing Division r i I<XaZan &ASSOCIATE'S, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION i MAY 24 1006 Bu � 7;.oF LA ow��T. I May 19, 2006 Project No. 11606017 Wal-Mart • Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 ' 4 RE: Masonry Testing Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, " • .Enclosedis aprogress-repent of the masonry -compression -test -results for the above •} ' '- '- referenced project. I I If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. ' Darren Coleman Project Manager cc: 0 With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 ' COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) I R To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA:....................................................................... ............................... Specimen: Grout Mix Design #: D665P Supplier: Superior Cement Factor, sack: N/A Ticket #: 21004 Max. Size Agg•, in.: 3/8" ' Admixture: N/A SAMPLE DATA Specimen sampled from: Wall IA Station 12 + 50 Slump, inches (ASTM C 143): 9" Date Cast: 04/20/06 Air Temp. - Fahrenheit: .88- 88-Date DateDelivered: 4/22/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA �..... Specimen No. 74405-1 74405-2 74405-3 74405-4 Date Tested: 4/27/2006 5/18/2006 5/18/2006 Age, days:. 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.7 10.7 11.1 Ultimate Load, lbs.: 28930 47890 46170 Comp. Strength, psi: 2700 4480 4160 Type of Fracture:. Shear Shear Shear Tested By: EK EA EA Average Strength: 4320 .............................................................................................................................. ............................................................................................................................. ............................................................................................................................... Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing. Division ja.Z &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 25, 2006 Project No. 11606017 Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville, AR 72716 RE: Concrete & Masonry Testing Sa sm Club Store #4941; JDE #J16970 __- �_ 79--315 Hwy`1-11 La Quinta,-CA — 7 Mr. Sanchez, Enclosed is a progress report of the concrete and masonry compression test results for the r ` above referenced project. If you have any questions or if we may be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Krazan & Associates, Inc. Darren Coleman Project Manager_ cc. With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022 COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta NM DATA Specimen:, Concrete Mix Design #• 6002*AP Supplier: A -I Cement Factor, sack: 6 Sack Ticket N: 27.6989 Max. Size Agg., in.• Admixture• Sika 161 Sika AER SAMPLE DATA Specimen sampled from: Curb Planter Center Strip of Parking Lot KRAZAN & ASSOCIATES, INC. Materials Testing Division Slump, inches (ASTM C 143): 511 Date Cast: 08/28/06 Air Temp. - Fahrenheit: 89 Date Delivered: 8/29/2006 Mix Temp. - Fahrenheit• 79 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 75486-1 75486-2 75486-3 75486-4 Date Tested: 9/4/2006,. 9/25/2006 9/25/2006 Age, days: 7 28 28 Hold .Nominal Dim., in.: 6xI2 6xI2 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 89350 109040 107190 Comp. Strength, psi: 3160 3860 3790 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3830 Date of Report: I Respectfully submitted Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re:. Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6203AP Supplier: A-1 Indio Plant Cement Factor, sack: 6 Sack Ticket #: 277001 Max. Size Agg., in.: 1" Admixture: Sika AER SAMPLE DATA ...................................................................................... Specimen sampled from: Center East Compactor Pad Footing Slump, inches (ASTM C 143): 4" Date Cast: 08/28/06 Air Temp. - Fahrenheit: 101 Date Delivered: 8/29/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 146.2 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4.3% LABORATORY DATA Specimen No.' 65366-1 65366-2 65366-3 65366-4 Date Tested: 9/4/2006 9/25/2006 9/25/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 64000 88150 85590 Comp. Strength, psi: 2260 3120 3030 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3080 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division U COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: 13734-1 13734-2 Wal-Mart Date Tested: Project No.: 11606017 Sam Sanchez 10/14/2006 Re: Sams Club Store #4941; JDE #116970 2001 S.E. 10th Street 28 79-315 Hwy 111 Bentonville 6x12 La Quinta MIX DATA Area, sq. in.: 28.27 Specimen: • Concrete 28.27 Mix Design #: CC 15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305746 3580 Max. Size A Type of Fracture: Admixture: Pozz 20ON „ SAMPLE DATA Shear Tested By: Specimen sampled from: Floor Slab D at 9.4 Slump, inches (ASTM C 143): 4" Date Cast: 09/16/06 Air Temp. - Fahrenheit: 88 Date Delivered: 9/17/2006 Mix Temp. - Fahrenheit: 81 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.2 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.2% LABORATORY DATA Specimen No. 13734-1 13734-2 13734-3 13734-4 Date Tested: 9/23/2006 10/14/2006 10/14/2006 Age, days: 7 28 28 Hold n Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 101170 Comp. Strength, psi: 3580 Type of Fracture: r Shear Shear Shear Tested By: EA Average Strength: Date of Report: Remarks: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division I' 4 To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019,'ASTM 067) 4 , Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta IMIX DATA Specimen: Concrete Mix Design #: CC 15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket 0: 6305731 Max. Size Agg., Admixture: Pozz 20ON SAMPLE DATA Specimen sampled from: Floor Slab 11.5 at B.4 Slump, inches (ASTM C 143): 41, Date Cast: 09/16/.06 Air Temp. - Fahrenheit: 815 Date Delivered: 9/17i2006 Mix Temp. - Fahrenheit: 86 Sampled by: Don C. Unit Weight, pcf (ASTM C138): .148.1 Design Strength, psi: 3 500 Air Content, % (ASTM C231): LABORATORY DATA ........... ...... 'Spicinien No. 13733-1 13733-2 13733-3 13733-4 Date Tested: 9/23/2006 10/14/2006 10/14/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 95750 Comp. Strength, psi:, J 3390 Type of Fracture: Shear Shear Shear Tested By: EA� Average Strength: Date of Report: Respectfully submitted, Remarks: WDA7AWe. AQQn4-FArr1VQ INC Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart .Sam Sanchez 2001 S.E. 10th Street Bentonville MIX DATA ........................................ Specimen: Concrete Supplier: Associate Ticket #: 6305721 SAMPLE DATA Specimen sampled from: Floor Slab 11.5 at D.5 Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 LA Quinta Mix Design #: Cement Factor, sack: Max. Size Agg., in.: Admixture: .............. CC 15721 5.7 Sack 1 1/2" Pozz 20ON .......................... LABORATORY DATA Specimen No. 13732 Slump, inches (ASTM C 143): 3 1/2" Date Cast: 09/16/06 Air Temp. - Fahrenheit: 82 Date Delivered: 9/17/2006 Mix Temp. - Fahrenheit: 81 Sampled by: Don C. Unit Weight, pcf (ASTM 038): 147.7 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.2% LABORATORY DATA Specimen No. 13732 13732 13732 13732 Date Tested: 9/23/2006 10/14/2006 10/14/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 83510 t Comp. Strength, psi: 2950 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Ir Respectfully submitted, Remarks: ' KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street - 79-315 Hwy 111 :Bentonville La Quinta NM DATA Specimen: Concrete Mix Design #: CC15721 -Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305345. Max. Size Agg., in.: 1.1/2" • Admixture: Pozz 20ON SAMPLEDATA ........ ..... .......................................................... Specimen sampled from: Floor Slab E9 at 10.8 ' " Slump, inches (ASTM C 143): 41/211 Date Cast: 09/12/06 Air Temp. - Fahrenheit: 90 Date Delivered: 9/13/2006 Mix Temp. - Fahrenheit: 91 • Sampled by: Don C. Unit Weight, pcf (ASTM C138):• . 148.4 _ ' Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.3% LABORATORY DATA Specimen No. 14268-1 14268-2 14268-3 142684 " Date Tested: 9/19/2006 10/10/2006 10/10/2006 -Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 98860 Comp. Strength, psi: 3500 s Type of Fracture: Shear Shear Shear Tested By: EA Average Strength- „ Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 , Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta • • MIX DATA ....... a V ........ ............... ............... ..................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associate. Cement Factor, sack: 5.7 Sack Ticket #: 6305366 Max. Size A gg., in.: 1 1/2.. Admixture: Pozz 20ON SAMPLE DATA ` Specimen sampled from: Floor Slab E5 and 9.3 , Slump, inches (ASTM C 143): 3 1/2" Date Cast: 09/12/06 Air Temp. - Fahrenheit: 91- 1"Date DateDelivered: 9/13/2006 Mix Temp. - Fahrenheit: 88' Sampled by: - Don C. Unit Weight, pcf (ASTM C138): 148.8 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.5% LABORATORY DATA Specimen No. 14269-1 14269-2 14269-3 14269-4 Date Tested: 9/19/2006 . 10/10/2006 10/10/2006 Age, days: 7 28 28 Hold r , Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 108150 ' Comp. Strength, psi: 3830 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: 1 ; Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. y ; i • Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: 13745-1 Slump, inches (ASTM C 143): Wal-Mart Project No.: 11606017 09/12/06 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Mix Temp. - Fahrenheit: Bentonville La Quinta Don C. MIX DATA 148.7 Design Strength, psi: Specimen: Concrete Mix Design #: CC15721' Supplier:" Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305329 Max. Size Agg•+ in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA Shear Shear Specimen sampled from: Floor Slab 9 at F9 EA LABORATORY DATA Specimen No. 13745-1 Slump, inches (ASTM C 143): 4" Date Cast: 09/12/06 Air Temp. - Fahrenheit: 90 Date Delivered: 9/13/2006 Mix Temp. - Fahrenheit: 82 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.7 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1 2% LABORATORY DATA Specimen No. 13745-1 13745-2 13745-3 13745-4 Date Tested: 9/19/2006 10/10/2006 10/10/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 103500 Comp. Strength, psi: 3660 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA......................................................................................................... i Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack , Ticket #: 6305318 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA ...... . "Specimen sampled from: Floor Slab 11 at G.8 r Slump, inches (ASTM C 143): 3" Date Cast: 09/12/06 , Air Temp. - Fahrenheit: 92 Date Delivered: 9/13/2006 Mix Temp. - Fahrenheit: 82 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 149.4 Design Strength, psi: 3500 Air Content, %o (ASTM C231): 1.1% 'LABORATORY DATA ........................ .................................. .................. .. , Specimen No. 13744-1 13744-2 13744-3 13744-4 Date Tested: 9/19/2006 10/10/2006 10/10/2006 ' Age, days: 7 28 28 Hold Nominal Dim., in.: , 6x12 6x12 6x12 ' Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 95960 Comp. Strength, psi: 3390 r Type of Fracture: Shear Shear _ Shear Tested By: EA - Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy - III Bentonville La Quinta AM DATA Specimen: Concrete Mix Design 276689 Supplier: A -I Cement Factor, sack: 6 Sack Ticket 276689 Max. Size Agg., in.: Admixture: Sika 161 and Sika AER SAMPLE DATA • Specimen sampled from: Island in Parking Lot South of Main Structure Slump, inches (ASTM C 143): 4 1/2" Date Cast: 08/22/06 Air Temp, - Fahrenheit: 90 Date Delivered: 8/23/2006 Mix Temp. - Fahrenheit: 96 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A ..................... ,LABORATORY DATA ............................................................................... Specimen No. 75781-1 75781-2 75781-3 75781-4 Date Tested: 8/29/2006 9/19/2006 9/19/2006' Age, days: 7 28 28 Hold Nominal Dim., in.: 6xI2 6xI2 6xI2 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 71960 101660 102590 Comp. Strength, psi: 2550 3600 3630 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3620 Date of Report: Respectfully submitted, Remarks: KKAZAN & ASSOCIATES, INC. Materials Testing Division I COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6203AP Supplier: A-1 Thousand Palms Cement Factor, sack: 6.2 Sack , Ticket #: 276726Max. Size A in.: III ' gg•+ ' Admixture: Sika 161 Sika AER SAMPLEDATA ............ ...................................... ........... Specimen sampled from: West Retaining Wall at Loading Dock y, Slump, inches (ASTM C 143): $" Date Cast: 08/22/06 Air Temp. - Fahrenheit: 103 Date Delivered: 8/23/2006 Mix Temp. - Fahrenheit: 92 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): 143.2 Design Strength, psi: 3500 Air Content, % (ASTM C231): 4.8% LABORATORY DATA Specimen No. 75782-1 75782-2 75782-3 75782-4 Date Tested: 8/29/2006 9/19/2006 9/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 77980 101280 102900 Comp. Strength, psi: 2760 3580 3640 ' Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3610 Date of Report: • Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division e To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 416970 19-315 Hwy 111 La Quinta I%M DATA .............................................. ............................... Specimen: Concrete Mix Design CC15721- Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket 9: 6305626 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA Specimen sampled from: Floor Slab 4 at D8 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division J Slump, inches (ASTM C 143): 6" Date Cast: 09/15/06 Air Temp. - Fahrenheit: 80 Date Delivered: 9/16/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 146.3 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.1% .... LABORATORY DATA ........ Specimen No. 84460-1 84460-2 84460-3 84460-4 Date Tested: 9/22/2006 10/13/2006 10/13/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate'Load, lbs.: 89480 Comp. Strength, psi: 3170 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division J COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 ,Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket N: 6305690 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA ....... ....... ....... ................. ................ Specimen sampled from: Floor Slab 3.2 at E.2 Slump, inches (ASTM C 143): 411 Date Cast: 09/15/06 Air Temp. - Fahrenheit: 88 Date Delivered:, 9/16/2006 Mix Temp. - Fahrenheit: .86 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 141.1 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.3% LABORATORY DATA Specimen No. 84484-1 84484-2 84484-3 84484-4 Date Tested: 9/22/2006 10/13/2006 10/13/2006 Age, days: 7 28 28 Hold 'Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.21 Ultimate Load, lbs.: 103710 Comp. Strength, psi: 3670 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength:' Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: t Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 , Bentonville La Quinta MIX DATA Specimen:. Concrete Mix Design #: CC15712 Supplier: '. Associate r Cement Factor, sack: 5.7 Sack Ticket #: ' 6305607 Max. Size Agg., in.: 1 1/2" ti Admixture: Pozz 20ON SAMPLEDATAI..... ....................................................... ............... Specimen sampled from: Floor Slab 6.5 at E6 ' Slump, inches (ASTM C 143): 5" Date Cast: 09/15/06 4 Air Temp. - Fahrenheit:^ 90 Date Delivered:9/16/2006 i Mix Temp. - Fahrenheit: .86 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 147.9' Design Strengtl , psi: 3500 Air Content, % (ASTM C231): 1.1% ,LABORATORY DATA.................................................................................... Specimen No. 84459-1 84459-2 84459-3 84459-4 , Date Tested: 9/22/2006 10/13/2006 10/13/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 100010 Comp. Strength, psi: 3540 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: ............................................................................................... Date of Report: Respectfully submitted; Remarks: ` p. . KRAZAN & ASSOCIATES, INC. - " Materials Testing Division t COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta I%M DATA Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305595 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA Specimen sampled from: Floor Slab 8.5 at E Slump, inches (ASTM C 143): 711 Date Cast: 09/15/06 Air Temp. - Fahrenheit: 89 Date Delivered: 9/16/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 147.9 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.3% LABORATORY DATA ............................................................................................. Specimen NO. 84458-1 84458-2 84458-3 84458-4 Date Tested: .9/22/2006 10/13/2006 10/13/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.:, 28.27 28.27 28.27 Ultimate Load, lbs.: 90710 Comp. Strength, psi: 3210 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division 0 COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta I%M DATA Specimen: Concrete Mix Design #: 6203AP Supplier: A-1 Cement Factor, sack: 6.2 Sack Ticket 276885 Max. Size Agg., in.: Admixture: Sika 161 Sika AER SAMPLE DATA Specimen sampled from: Refer Slab Adjacent to Loading Do'ck , LABORATORY DATA Specimen No. 75487 Slump, inches (ASTM C 143): 511 Date Cast: 08/25/06 Air Temp. - Fahrenheit: 86 Date Delivered: 8/26/2006 Mix Temp. - Fahrenheit: 83 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): 143.9 Design Strength, psi: 3500 Air Content, % (ASTM d31): 4.6% , LABORATORY DATA Specimen No. 75487 75487 75487 75487 Date Tested: 9/1/2006 9/22/2006 9/22/2006 Age, days: .7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 70130 99070 99780 Comp. Strength, psi: 2480 3500 3530 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3520 Date of Report: Respectfully submitted, Remarks: I I KRAZAN & ASSOCIATES, INC. Materials Testing Division N COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941 JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta I%M DATA Specimen: Concrete Mix Design 6002AP Supplier:. A-1 Cement Factor, sack: 6 Sack T I icket 276-821 Max. Size Agg., in.: lit t Admixture: Sika 161 Sika AER SAMPLE DATA Specimen sampled from: Curb Planter North End Parking Lot Slump, inches (ASTM C 143): 411 Date Cast: 08/24/06 Air Temp. - Fahrenhelit: 86 Date Delivered: 8/25/2006 Mix Temp. - Fahrenheit: 83 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): 143.8 Design Strength, psi: 3500 Air Content, % (ASTM C231): 4.5% LABORATORY DATA ....................................... ....................................................................................................... Specimen No. 74868-1 74868-2 74868-3 74868-4 Date Tested: 8/31/2006 9/21/2006 9/21/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 71810' 99140 99790 Comp. Strength, psi: 2540 3510 3530 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3520 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division To: Wal-Mart Sam Sanchez 2001 S.E. 10th Street Bentonville COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Project No.: 11606017 Re: Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta I%M DATA 13736-1 13736-2 Specimen: Concrete Date Tested: Mix Design #: CC15721 Supplier: Associate 10/11/2006 Cement Factor, sack: 5.7 Sack Ticket #: 6305395 28 Max. Size Agg., Nominal Dim., in.: 6x12 Admixture: Pozz 20ON SAMPLE DATA Area, sq. in.: 28.27 Specimen sampled from: Floor Slab 8.4atF.5 28.27 Ultimate Load, lbs.: 82970 Slump, inches (ASTM C 143): 511 Date Cast: 09/13/06 Air Temp. - Fahrenheit: 93 Date Delivered: 9/14/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Don C. Unit Weight, pef (ASTM C138): 148.4 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.3 LABORATORY DATA WN Specimen No. 13736-1 13736-2 13736-3 13736-4 Date Tested: 9/20/2006 10/11/2006 10/11/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 82970 Comp. Strength, psi: 2930 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: �z KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA..................................................................:....................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305405 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA Specimen sampled from: Floor Slab G.5 at 7.2 Slump, inches (ASTM C 143): 5" Date Cast: 09/13/06 Air Temp. - Fahrenheit: 93 Date Delivered:' 9/14/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.9 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.5% LABORATORY DATA Specimen No. 13743-1 13743-2 13743-3 13743-4 Date Tested: 9/20/2006 10/11/2006 10/11/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 86780 Comp. Strength, psi: 3070 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: f ti KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta NM DATA Specimen: Concrete, Mix Design CC 15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305421 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA......................................... ........ ........................................................................... Specimen sampled from: Floor Slab F5 at 5.0 Slump, inches (ASTM C 143): 511 Date Cast: 09/13/06 Air Temp. - Fahrenheit: 94 Date Delivered: 9/14/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.8 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.1% LABORATORY DATA 4 .................... Specimen No. 13742-1 13742-2 13742-3 13742-4 I Date Tested: 9/20/2006 10/11/2006 10/11/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 100480 Comp. Strength, psi: 3550 Type of Fracture: Shear Shear Shear Tested By:. EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: 3500 Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen No. Specimen: Concrete Mix Design #: CC 15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket 9: 6305450 Max. Size A 10/11/2006 Admixture: Pozz 20ON , ................................................................... SAMPLE DATA................................................................. .......... Specimen sampled from: Floor Slab F.3 at 3.5 ' 28 Hold r Slump, inches (ASTM C 143): 5". ' Date Cast: 09/13/06 Air Temp. - Fahrenheit: 92 Date Delivered:. 9/14/2006 • Mix Temp. - Fahrenheit: 86 Sampled by: Don C. Unit Weight pcf (ASTM C138)• N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 13737-1 13737-2 13737-3 13737-4 Date Tested: 9/20/2006 10/11/2006 10/11/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 ° Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.:. ; ' 96130 • Comp. Strength, psi: •. 3400 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: ~ KRAZAN & ASSOCIATES,' INC. ` Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta I%M DATA Specimen: Concrete Mix Design #: N/A Supplier: A-1 Thousand Palms Cement Factor, sack: N/A Ticket 276741 Max. Size Agg., in.• Admixture: Sika 161 Sika AER SAMPLE DATA Specimen sampled from: Curb Planter South Side of Parking Lot LABORATORY DATA Slump, inches (ASTM C 143): 3 3/4" Date Cast: 08/23/06 Air Temp. - Fahrenheit: 90 Date Delivered: 8/24/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA ............... ................ Specimen No. 74867-1 74867-2 74867-3 74867-4 Date Tested: 8/30/2006 9/20/2006 9/20/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28,27 28.27 Ultimate Load, lbs.: 65660 104280 102160 Comp. Strength, psi: 2320 3690 3610 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength- 3650 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA............................................................................................................. Specimen: Grout Mix Design #: RS20OG44 Supplier: Robertson Cement Factor, sack: N/A Ticket #: 4733476 Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLEDATA..................... ....................................... Specimen sampled from: 8" CMU Compactor Screen Wall Slump, inches (ASTM C 143): 9" Date Cast: 09/13/06 Air Temp. - Fahrenheit: 86 Date Delivered: 9/15/2006 Mix Temp. - Fahrenheit: 71 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORYDATA ........................................................................ Specimen No. 62040-1 62040-2 62040-3 62040-4 Date Tested: 9/20/2006 10/11/2006 10/11/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.6 Ultimate Load, lbs.: 20260 Comp. Strength, psi: 1910 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division