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05-2636 (CSCS) Compaction Test ReportsH<rari &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 18, 2006 Wal-Mart Gene Oberlander 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy I I I La Quinta, CA Mr. Sanchez, Project No. 1160 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 COMPRI{ SSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Ouinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associated Cement Factor, sack: N/A Ticket #: 6309835 Max. Size Agg•+ in.: 1.5" Admixture: SAMPLE DATA.................................................................................................. ......,.................................................... Specimen sampled from: Truck - placed @ bollards (6) Refrigeration units. Slump, inches (ASTM C 143): 3" Date Cast: 12/06/06 Air Temp. - Fahrenheit: 81 Date Delivered: 12/7/2006 Mix Temp. - Fahrenheit: 76 Sampled by: Mike M. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 88032-1 88032-2 88032-3 88032-4 Date Tested: 12/13/2006 1/3/2007 1/3/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 66810 Comp. Strength, psi: 2360 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPIZESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) TO: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 416970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6203AP Type I1TV Supplier: A -I Cement Factor, sack: 6.2 Ticket #: 279913 Max. Size A gg., in.: 1" Admixture: SIKA161-TypeFPozz- SAMPLE DATA Air23ir23ADAI ........... . ............................................................................................ Specimen sampled from: Curb @ North East corner of main structure Slump, inches (ASTM C 143): 5" Date Cast: 10/18/06 Air Temp. - Fahrenheit: 70 Date Delivered: 10/19/2006 Mix Temp. - Fahrenheit: 77 Sampled by: Mike T Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORYDATA.......................................................................................... Specimen No. 64774-1 64774-2 64774-3 64774-4 Date Tested: 10/25/2006 11/15/2006 11/15/2006 12/13/2006 Age, days: 7 28 28 56 Nominal Dim., in.: 6xl2 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 28.27 Ultimate Load, lbs.: 58620 89630 89130 103080 Comp. Strength, psi: 2070 3170 3150 3650 Type of Fracture: Shear Shear Shear Shear Tested By: SK SK SK SK Average Strength: 3160 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 Gene Oberlander Re. Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA.................................................................. .,... Specimen: Concrete Mix Design #: 6203AF Supplier: Al Aggregates Inc Cement Factor, sack: N/A Ticket #: 281486 Max. Size Agg., in.: .75" Admixture: SAMPLE DATA .................................................................................................. Specimen sampled from: Curves on the feft side of the Bldg (SW) Slump, inches (ASTM C 143): 3.5" Date Cast: 11/16/06 Air Temp. - Fahrenheit: 50 Date Delivered: 11/17/2006 Mix Temp. - Fahrenheit: 70 Sampled by: Paul D Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 88137-1 88137-2 88137-3 88137-4 Date Tested: 11/23/2006 12/14/2006 12/14/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 75550 101910 105470 Comp. Strength, psi: 2670 3600 3730 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3670 .............................................................................................................................. Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) l Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA....................................................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Al Aggregates Inc Cement Factor, sack: N/A Ticket #: 6308813 Max. Size Agg•+ in.: 1.5" Admixture: SAMPLE DATA ............................... ................................................ I.................. Specimen sampled from: Concrete ftgs. for 3.5" cylinder post on the interior bldg. Slump, inches (ASTM C 143): 5" Date Cast: 11/16/06 Air Temp. - Fahrenheit: 65 Date Delivered: 11/17/2006 Mix Temp. - Fahrenheit: 70 Sampled by: Paul D Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA.......................................................................................... Specimen No. 88138 -1 88138 -2 88138 -3 88138 -4 Date Tested: 11/23/2006 12/14/2006 12/14/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 74140 109320 106410 Comp. Strength, psi: 2620 3870 3760 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3820 ......................................................................................................................... ............................................................................................................................. Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division ...-Krazari&ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 11, 2007 Wal-Mart Gene Oberlander 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy I I I La Quinta, CA Mr. Sanchez, Project No. 11606017 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. 1 Oth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: CC15721 Supplier: Associated Cement Factor, sack: N/A Ticket #: 6309835 Max. Size Agg., in.: 1.5" Admixture: SAMPLE DATA.................................................................................................. Specimen sampled from: Truck - placed @ bollards (6) Refrigeration units. Slump, inches (ASTM C 143): 3" Date Cast: 12/06/06 Air Temp. - Fahrenheit: 81 Date Delivered: 12/7/2006 Mix Temp. - Fahrenheit: 76 Sampled by: Mike M. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA.......................................................................................... Specimen No. 88032-1 88032-2 88032-3 88032-4 Date Tested: 12/13/2006 1/3/2007 1/3/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 66810 103640 106200 Comp. Strength, psi: 2360 3670 3760 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3720 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 693AP Type IIIV Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 282677 Max. Size Agg., in.: 1" Admixture: N/A SAMPLE DATA ... ............................. Specimen sampled from: Curb, west wall of Loading Dock, South end Slump, inches (ASTM C 143): 3.5" Date Cast: 12/12/06 Air Temp. - Fahrenheit: 65 Date Delivered: 12/13/2006 Mix Temp. - Fahrenheit: 73 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. 84694-1 84694-2 84694-3 84694-4 Date Tested: 12/19/2006 1/9/2007 1/9/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 80070 119870 115900 Comp. Strength, psi: 2830 4240 4100 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4170 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: #693AP Type 11/V Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: 283398 Max. Size Agg., in.: 1 Admixture: Sika 161 - Air23 ADA1-Type F Pozz SAMPLE DATA .................................................................................................. .................... . Specimen sampled from: Curb @ a1.6 Slump, inches (ASTM C 143): 4" Date Cast: 12/28/06 Air Temp. - Fahrenheit: 58 Date Delivered: 12/29/2006 Mix Temp. - Fahrenheit: 62 Sampled by: Mike Thomas Unit Weight, pcf (ASTM C138): na Design Strength, psi: 3500 Air Content, % (ASTM C231): na LABORATORY DATA Specimen No. 62319-1 62319-2 62319-3 62319-4 Date Tested: 1/4/2007 1/25/2007 1/25/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 90570 Comp. Strength, psi: 3200 Type of Fracture: Shear Tested By: SK Average Strength: .............................................................................................................................. Date of Report: 12/28/06 Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA...................................................................................... Specimen: Concrete Mix Design #: 693APType IIIV Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 282723 Max. Size Agg•, in.: lot Admixture: SIKA 161-AIR23ADAI- TYPE F POZZ SAMPLE DATA .................................................................................................. Specimen sampled from: Outside curb east wall of loading dock Slump, inches (ASTM C 143): 3.5" Date Cast: 12/13/06 Air Temp. - Fahrenheit: 65 Date Delivered: 12/14/2006 Mix Temp. - Fahrenheit: 73 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. 75353-1 75353-2 75353-3 75353-4 Date Tested: 12/20/2006 1/10/2007 1/10/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 80010 114350 116210 Comp. Strength, psi: 2830 4040 4110 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4080 .............................................................................................................................. ............................................................................................................................. .............................................................................................................................. 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA.............................................................................:: Specimen: Concrete Mix Design #: 693AP Type IIIV Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 282741 Max. Size Agg., in.: I" Admixture: AIR23 ADAI-SIKA 161- TYPE F POZZ......... SAMPLE DATA .................................................................................................. . Specimen sampled from: Grease interceptor man holes west side of bldg. Slump, inches (ASTM C 143): 3.5" Date Cast: 12/13/06 Air Temp. - Fahrenheit: 66 Date Delivered: 12/14/2006 Mix Temp. - Fahrenheit: 72 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. 75355-1 75355-2 75355-3 75355-4 Date Tested: 12/20/2006 1/10/2007 1/10/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 86430 119220 115940 Comp. Strength, psi: 3060 4220 4100 Type of Fracture: Shear Shear Shear Tested By: SK SK SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 693AP Type IIIV Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 282801 Max. Size Agg., in.: 1" Admixture: SIKA 161-AIR23-TYP E F POZZ SAMPLE DATA ................................................................................................... Specimen sampled from: Curb @ B,6 Slump, inches (ASTM C 143): 3.75" Date Cast: 12/14/06 Air Temp. - Fahrenheit: 66 Date Delivered: 12/15/2006 Mix Temp. - Fahrenheit: 76 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. 75356-1 75356-2 75356-3 75356-4 Date Tested: 12/21/2006 1/11/2007 1/11/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 92580 129740 133210 Comp. Strength, psi: 3270 4590 4710 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4650 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division �'<X an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 22, 2006 Wal-Mart Gene Oberlander 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Project No. 11606017 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 693APType IIIV Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 282723 Max. Size Agg•+ in.: I" Admixture: SIKA 161-AIR23ADAI- TYPE F POZZ SAMPLE DATA .................................................................................................. Specimen sampled from: Outside curb east wall of loading dock Slump, inches (ASTM C 143): 3.5" Date Cast: 12/13/06 Air Temp. - Fahrenheit: 65 Date Delivered: 12/14/2006 Mix Temp. - Fahrenheit: 73 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. 75353-1 75353-2 75353-3 75353-4 Date Tested: 12/20/2006 1/10/2007 1/10/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 80010 Comp. Strength, psi: 2830 Type of Fracture: Shear Tested By: SK Average Strength: 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J 16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: CC15721 Supplier: Associated Ready Mix Cement Factor, sack: 2 Ticket #: 6309235 Max. Size Agg., in.: 1.5" Admixture: N/A ....................... SAMPLE DATA........................................................................... Specimen sampled from: Post holes @ loading dock inside of satus club Slump, inches (ASTM C 143): 4" Date Cast: 11/22/06 Air Temp. - Fahrenheit: 75 Date Delivered: 11/23/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Chris W Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA.......................................................................................... Specimen No. 88189-1 88189-2 88189-3 88189-4 Date Tested: 11/29/2006 12/20/2006 12/20/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 70300 104530 100970 Comp. Strength, psi: 2490 3700 3570 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3640 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA:......................................................................................................... Specimen: Concrete Mix Design #: 693AP Type IIIV Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 282801 Max. Size Agg., in.: 1" Admixture: SIKA 161-AIR23-TYP SAMPLE DATA E F POZZ ............. . .................................................................................................. Specimen sampled from: Curb @ B,6 Slump, inches (ASTM C 143): 3.75" Date Cast: 12/14/06 Air Temp. - Fahrenheit: 66 Date Delivered: 12/15/2006 Mix Temp. - Fahrenheit: 76 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. 75356-1 75356-2 75356-3 75356-4 Date Tested: 12/21 /2006 1 / 11 /2007 1 / 11 /2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 92580 Comp. Strength, psi: 3270 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store 44941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 693AP Type IIIV Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: 282741 Max. Size Agg., in.: 1" Admixture: AIR23ADAI-SIKA161- TYPE F POZZ SAMPLE DATA .................................................................................................. Specimen sampled from: Grease interceptor man holes west side of bldg. Slump, inches (ASTM C 143): 3.5" Date Cast: 12/13/06 Air Temp. - Fahrenheit: 66 Date Delivered: 12/14/2006 Mix Temp. - Fahrenheit: 72 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. 75355-1 75355-2 75355-3 75355-4 Date Tested: 12/20/2006 1/10/2007 1/10/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 86430 Comp. Strength, psi: 3060 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: ES-0626A Supplier: Arrowtransit Mix Cement Factor, sack: N/A Ticket #: 25203 Max. Size Agg•+ in.: N/A Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: G.5 & A.7 "Grade Beam" Slump, inches (ASTM C 143): 4.75" Date Cast: 10/19/06 Air Temp. - Fahrenheit: 62 Date Delivered: 10/20/2006 Mix Temp. - Fahrenheit: 65 Sampled by: Dino A Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 5000 Air Content, % (ASTM C231): N/A LABORATORY DATA .......................................................................................... Specimen No. 84965-1 84965-2 84965-3 84965-4 Date Tested: 10/26/2006 11/16/2006 11/16/2006 12/14/2006 Age, days: 7 28 28 56 Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 28.27 Ultimate Load, lbs.: 79860 122500 125460 144790 Comp. Strength, psi: 2820 4330 4440 5120 Type of Fracture: Shear Shear Shear Shear Tested By: AF SK SK SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA..................................................................................................... Specimen: Concrete Mix Design #: 693AP Type IIIV Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: 282677 Max. Size Agg., in.: 1" Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: Curb, west wall of Loading Dock, South end Slump, inches (ASTM C 143): 3.5" Date Cast: 12/12/06 Air Temp. - Fahrenheit: 65 Date Delivered: 12/13/2006 Mix Temp. - Fahrenheit: 73 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. 84694-1 84694-2 84694-3 84694-4 Date Tested: 12/19/2006 1/9/2007 1/9/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6xl2 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 80070 Comp. Strength, psi: 2830 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division .,,.KraZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 3, 2007 Wal-Mart Gene Oberlander 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, Project No. 11606017 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. r- 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 693AP Type I11V Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: 282837 Max. Size Agg., in.: 1 Admixture: SIKA 161-AIR23ADAI- TYPE F POZZ SAMPLE DATA.................................................................................................. .................................................................................................. Specimen sampled from: Curbs @ grid B, 8-11 Slump, inches (ASTM C 143): 5" Date Cast: 12/15/06 Air Temp. - Fahrenheit: 50 Date Delivered: 12/16/2006 Mix Temp. - Fahrenheit: 64 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. 84693-1 84693-2 84693-3 84693-4 Date Tested: 12/22/2006 1/12/2007 1/12/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 85560 Comp. Strength, psi: 3030 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 1 Oth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA .................................. Specimen: Concrete Mix Design #: 6203AP Supplier: A -I Cement Factor, sack: 6.2 Ticket #: 282010 Max. Size AI;I;•, in.: I II Admixture: SIKA 161 AIR23ADAI- TYPE F POZZ SAMPLE DATA .................................................................................................. Specimen sampled from: Curb around Freezer #2 Slump, inches (ASTM C 143): 3.5" Date Cast: 11/28/06 Air Temp. - Fahrenheit: 58 Date Delivered: 11/29/2006 Mix Temp. - Fahrenheit: 65 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. 75349-1 75349-2 75349-3 75349-4 Date Tested: 12/5/2006 12/26/2006 12/26/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 79160 114160 113860 Comp. Strength, psi: 2800 4040 4030 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4040 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6203AP Supplier: A -I Cement Factor, sack: 6.2 Ticket #: 282081 Max. Size Agg•, in.: 1 ot Admixture: SIKA161-TYPE F POZZ-AIR23ADAI .................................................................................................. SAMPLE DATA.................................................................................................. Specimen sampled from: Curb @ Freezer #3 Slump, inches (ASTM C 143): 4" Date Cast: 11/28/06 Air Temp. - Fahrenheit: 52 Date Delivered: 11/29/2006 Mix Temp. - Fahrenheit: 63 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. 75350-1 75350-2 75350-3 75350-4 Date Tested: 12/5/2006 12/26/2006 12/26/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 67690 99510 100900 Comp. Strength, psi: 2390 3520 3570 Type of Fracture: Shear Shear Shear Tested By: SK SK Average Strength: 3550 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA............................................................................... Specimen: Concrete Mix Design #: 693AP - Type IIIV Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: 283043 Max. Size Agg., in.: l tv Admixture: SIKA 161-AIR23ADAI- Type F Pozz SAMPLE DATA .................................................................................................. Specimen sampled from: Curb @ A.2, 3 Slump, inches (ASTM C 143): 5" Date Cast: 12/19/06 Air Temp. - Fahrenheit: 60 Date Delivered: 12/20/2006 Mix Temp. - Fahrenheit: 64 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. 88348-1 88348-2 88348-3 88348-4 Date Tested: 12/26/2006 1/16/2007 1/16/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 91270 Comp. Strength, psi: 3230 Type of Fracture: Shear Tested By: SK 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.: 116 06017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA:......................................................................................................... Specimen: Concrete Mix Design #: 4693ap type 11/v Supplier: A 1 Cement Factor, sack: 6.9 Ticket #: 283168 Max. Size Agg., in.: 1# Admixture: sika 161 aira3adai type f pozz SAMPLE DATA .................................................................................................. Specimen sampled from: curb @ b9 Slump, inches (ASTM C 143): 5# Date Cast: 12/21/06 Air Temp. - Fahrenheit: 55 Date Delivered: 12/22/2006 Mix Temp. - Fahrenheit: 62 Sampled by: Mike Thomas Unit Weight, pcf (ASTM C138): na Design Strength, psi: 3500 Air Content, % (ASTM C231): na LABORATORY DATA Specimen No. 62324-1 62324-2 62324-3 62324-4 Date Tested: 12/28/2006 1/18/2007 1/18/2007 Age, days: 7 28 28 h Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 71630 Comp. Strength, psi: 2530 Type of Fracture: Shear Tested By: sk Average Strength: ............................................................................................................................. ............................................................................................................................. ............................................................................................................................. Date of Report: 12/21/06 Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: CC15721 Supplier: Associated Cement Factor, sack: 6.9 Ticket #: 6309451 Max. Size Agg•+ in.: 1.5" Admixture: SAMPLE DATA............................................................................ .................................................................................................. Specimen sampled from: Bollard @ interior of #2 Freezer Slump, inches (ASTM C 143): 5" Date Cast: 11/30/06 Air Temp. - Fahrenheit: 38 Date Delivered: 12/1/2006 Mix Temp. - Fahrenheit: 53 Sampled by: Mike T Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A IX-1 .1I]:7:r C1]tIvOl 17:r V Specimen No. 84695-1 84695-2 84695-3 84695-4 Date Tested: 12/7/2006 12/28/2006 12/28/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 72570 109590 108100 Comp. Strength, psi: 2570 3880 3820 Type of Fracture: Shear Shear Shear Tested By: SK sk sk Average Strength: 3850 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J 16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6002AP - Type IIIV Supplier: A -I Cement Factor, sack: 6 Ticket #: 280895 Max. Size Agg., in.: 1 Admixture: SIKA 161-AIR23ADAI- TypeFPozz SAMPLE DATA .............................. . ..................................................................................... ............................................................................ Specimen sampled from: Valley Gutter @ West Side North Corner Structure Slump, inches (ASTM C 143): 4.5" Date Cast: 11/03/06 Air Temp. - Fahrenheit: 85 Date Delivered: 11/4/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Mike Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA.......................................................................................... Specimen No. 84700-1 84700-2 84700-3 84700-4 Date Tested: 11/10/2006 12/1/2006 12/1/2006 12/29/2006 Age, days: 7 28 28 56 Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 28.27 Ultimate Load, lbs.: 90090 89300 87140 100940 Comp. Strength, psi: 3190 3160 3080 3570 Type of Fracture: Shear Shear Shear Shear Tested By: SK SK SK sk Average Strength: 3120 ..................................................................................:........................................... ............................................................................................................................. .............................................................................................................................. Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division KraZ;an 8v ASSOCI ATES, INC. D DEC 2 6 2006 CITY OF LA QUANTA BUILDING AND SAFETY cc: HNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 8, 2006 Wal-Mart Gene Oberlander 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy I I I La Quinta, CA Mr. Sanchez, Project No. 11606017 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 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 Gene Oberlander Re: Sams Club Store #4941; JDE 416970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: #693AP-IHV Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 281105 Max. Size A gg., in.: 110 Admixture: SIKA-TYPE F SAMPLE DATA .................................................................................................. POZZ-AIR23ADAI Specimen sampled from: Grid 5 East of planter Slump, inches (ASTM C 143): 4.25" Date Cast: 11/08/06 Air Temp. - Fahrenheit: 87 Date Delivered: 11/9/2006 Mix Temp. - Fahrenheit: 87 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. 75348-1 75348-2 75348-3 75348-4 Date Tested: 11/15/2006 12/6/2006 12/6/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 79440 114810 117000 Comp. Strength, psi: 2810 4060 4140 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4100 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: CC 15721 Supplier: Associated Cement Factor, sack: 6.9 Ticket #: 6309451 Max. Size Agg., in.: 1.5" Admixture: SAMPLE DATA .................................................................................................. Specimen sampled from: Bollard @ interior of #2 Freezer Slump, inches (ASTM C 143): 5" Date Cast: 11/30/06 Air Temp. - Fahrenheit: 38 Date Delivered: 12/1/2006 Mix Temp. - Fahrenheit: 53 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. 84695-1 84695-2 84695-3 84695-4 Date Tested: 12/7/2006 12/28/2006 12/28/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 72570 Comp. Strength, psi: 2570 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6203AP Supplier: A -I Cement Factor, sack: 6.2 Ticket #: 282010 Max. Size Agg., in.: 1" Admixture: SIKA161AIR23ADAI- SAMPLE DATA TY... PE F POZZ ......... . .............................................................................................. Specimen sampled from: Curb around Freezer #2 Slump, inches (ASTM C 143): 3.5" Date Cast: 11/28/06 Air Temp. - Fahrenheit: 58 Date Delivered: 11/29/2006 Mix Temp. - Fahrenheit: 65 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. 75349-1 75349-2 75349-3 75349-4 Date Tested: 12/5/2006 12/26/2006 12/26/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 79160 Comp. Strength, psi: 2800 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: Remarks: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division COM I'RESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 693AP Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 280992 Max. Size Agg•, in.: I" Admixture: SIKA161-AIR23ADAI- TYPE F POZZ SAMPLE DATA .................................................................................................. Specimen sampled from: Sidewalk @ Grid 1.7 - 4.4 Between planter & pilasters Slump, inches (ASTM C 143): 4" Date Cast: 11/07/06 Air Temp. - Fahrenheit: 70 Date Delivered: 11/8/2006 Mix Temp. - Fahrenheit: 83 Sampled by: Mike T Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORYDATA.......................................................................................... Specimen No. 84699-1 84699-2 84699-3 84699-4 Date Tested: 11/14/2006 12/5/2006 12/5/2006 ' Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28,27 28.27 28.27 Ultimate Load; lbs.: 79580 114800 113750 Comp. Strength, psi: 2810 4060 4020 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4040 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6203AP Supplier: A -I Cement Factor, sack: 6.2 Ticket #: 282081 Max. Size Agg., in.: 1" Admixture: SIKA161-TYPE F SAMPLE DATA .................................................................................................. POZZ-AIR23ADAI Specimen sampled from: Curb @ Freezer #3 Slump, inches (ASTM C 143): 4" Date Cast: 11/28/06 Air Temp. - Fahrenheit: 52 Date Delivered: 11/29/2006 Mix Temp. - Fahrenheit: 63 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. 75350-1 75350-2 75350-3 75350-4 Date Tested: 12/5/2006 12/26/2006 12/26/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6xl2 6xl2 6xl2 Area, sq. in.: 28.27 Ultimate Load, lbs.: 67690 Comp. Strength, psi: 2390 Type of Fracture: Shear Tested By: SK Average Strength: 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 639AP-TypeIIIV-Color Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: 281204 Max. Size Agg., in.: III Admixture: SIKA161-AIR23ADAI- TYPEFPOZZ SAMPLE DATA .................................................................................................. ......... . Specimen sampled from: Blockout in front of main entrance Slump, inches (ASTM C 143): 3.75" Date Cast: 11/09/06 Air Temp. - Fahrenheit: 80 Date Delivered: 11/10/2006 Mix Temp. - Fahrenheit: 84 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. 84698-1 84698-2 84698-3 84698-4 Date Tested: 11/16/2006 12/7/2006 12/7/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 91530 115800 119900 Comp. Strength, psi: 3240 4100 4240 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4170 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division aza1 & ASSOCI ATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 6, 2006 Wal-Mart Gene Oberlander 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Project No. 11606017 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP - Type HIV Supplier: A -I Cement Factor, sack: 6 1Icxet Zauay:) Max. Size Agg., in.: i Admixture: 01_Ml ivi-:'.1imyjilk"1111- SAMPLE DATA TvpeFPozz .................................................................................................. Specimen sampled from: Valley Gutter @ West Side North Corner Structure Siump, inches (ASTM C i43): 4.51" Date Cast: 11/03/06 Air Temp. - Fahrenheit: 85 Date Delivered: 11/4/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Mike Unit Weight, pcf (ASTM C138): N/A Design Strength. nsi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 84700-1 84700-2 84700-3 84700-4 Date Tested: 11/ 10/2006 12/ 1 /2006 12/ 1/2006 12/29/2006 Age, days: 7 28 28 56 Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 TTltimntP T.nnri the • 90090 R9,100 97140 4UIIIp. 5ireugiiy p�1: J17V JlUV JVOV Type of Fracture: Shear Shear Shear Tested By: SK SK SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #• 693AP Supplier: A -I Cement Factor, sack: 6.9 1 Icxet ;P: zava %o Max. Size Agg., in.: I Admixture: Link i VI -Ai SAMPLE DATA -Type F Pozz.......... . Specimen sampled from: Planter entrance north of A.2,3.2-4.7 Siump, inches (ASTM C i4s): 4.7511 Date Cast: 11/03/06 Air Temp. - Fahrenheit: 80 Date Delivered: 11/4/2006 Mix Temp. - Fahrenheit: 75 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. 75347-1 75347-2 75347-3 75347-4 Date Tested: 11/ 10/2006 12/ 1/2006 12/ 1 /2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 1TWmati. i.nad the • R4990 106120 10911.0 I.UIIIp. �Lrengi-1, Psi: Oulu .7 % JV .70 IV Type of Fracture: Shear Shear Shear Tested By: SK SK SK ... v..+g.......,..b.... j n� n Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMI'IZESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To! Wal-Mart Project No.: 11606017 Gene Oberlander 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 #: 693AP Supplier: A -I Agg. Inc., Thousand Palms plant Cement Factor, sack: 6.9 i icket P: Max. Size Agg., in.: t Admixture: aiii 6 i.; %ram; SAMPLE DATA Specimen sampled from: Colored Sidewalk, A.5 at 1.4 Siump, inches (ASTM C i43): 4" Date Cast: 11/06/06 Air Temp. - Fahrenheit: 85 Date Delivered: 11/7/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Don C Unit Weight, pcf (ASTM C138): N/A Design Streneth. nsi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA ............ Specimen No. 84609-1 84609-2 84609-3 84609-4 Date Tested: 11 / 13/2006 12/4/2006 12/4/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6xl2 6x12 Area, sq. in.: 28.27 28.27 28.27 iTltimatn Unad the • R69?.() 1?.19R() 119190 l.U111p. DLrungi 1, psi; .7V 1 V YJl V YBL.I% Type of Fracture: Shear Shear Shear Tested By: SK SK SK i � ern 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: II/V Supplier: A -I Cement Factor, sack: 6.9 1 icket 9: /.av 1: i Max. Size Agg., in.: Admixture: - Type F Pozz SAMPLEDATA.............................................................................................. I Specimen sampled from: From 5.9 - 8 North of Grid A.2 Siump, inches tASI'Vf t; i4.3): Date Cast: 11/02/06 Air Temp. - Fahrenheit: 61 Date Delivered: 11/3/2006 Mix Temp. - Fahrenheit: 77 Sampled by: Mike T Unit Weight, pcf (ASTM C138): N/A Design Strength. asi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA ................... " ....................... - - ........... . Specimen No. 84606-1 84606-2 84606-3 84606-4 Date Tested: 11/9/2006 11/30/2006 11/30/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 111timntP Unwi the • Rifi n 1 1 R45n 11569.0 S.uulp. aLreuguy psi: Muiv Type of Fracture: Shear Shear Shear Tested By: SK SK SK .............................................................................................................................. ............................................................................................................................. 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 Gene Oberlander Re: Sams Club Store 44941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA ...................... .... .......... ............................................... Specimen: Concrete Mix Design #: 6002AP Type IHV Supplier: A -I Cement Factor, sack: 6 1Icxet If: Lau i OV Max. Size Agg., in.: 1 Admixture SAMPLE DATA Specimen sampled from: Curb in parking lot @ Walmart b ump, mcnes (Ab DW C 14J): Date Cast: 11/02/06 Air Temp. - Fahrenheit: 80 Date Delivered: 11/3/2006 Mix Temp. - Fahrenheit: 77 Sampled by: Mike T Unit Weight, pcf (ASTM C138): N/A Design Stren_eth. vsi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA............................................................ Specimen No. 84605-1 84605-2 84605-3 84605-4 Date Tested: 11/9/2006 11/30/2006 11/30/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 TTlfimafP I.naii the • 64760 1 n?,6,).n 1 on640 I.UIUp. atrC11gUl, PSI: LA r it jU.7V J- uu Type of Fracture: Shear Shear Shear Tested By: SK SK SK vinn 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #• I1TV Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 280757 Max. Size Agg., in.: 1" Admixture: SIKA161-AIR23ADAI- SAMPLE DATA .................................................................................................. TYPEFPOZZ Specimen sampled from: From 5.9-8 North of Grid A.2 Slump, inches (ASTM C 143): 4.5" Date Cast: 11/02/06 Air Temp. - Fahrenheit: 61 Date Delivered: 11/3/2006 Mix Temp. - Fahrenheit: 77 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. 84606-1 84606-2 84606-3 84606-4 Date Tested: 11/9/2006 11/30/2006 11/30/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6xI2 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 83660 Comp. Strength, psi: 2960 Type of Fracture: Shear Tested By: SK Average Strength: 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 Gene Oberlander 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 #: 693AP -11IV Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 281105 Max. Size Agg•, in.: V Admixture: SIKA161-Type F Pozz- AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Grid 5 East of planter Slump, inches (ASTM C 143): 4.25" Date Cast: 11/08/06 Air Temp. - Fahrenheit: 87 Date Delivered: 11/9/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Michael T Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 75348-1 75348-2 75348-3 75348-4 Date Tested: 11/15/2006 12/6/2006 12/6/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 79440 Comp. Strength, psi: 2810 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: 11/16/06 Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division CONI PRESSION 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA....................................................................... Specimen: Concrete Mix Design #: 6203AP Type III V Supplier: A -I Cement Factor, sack: 6.2 Ticket #: 279913 Max. Size Agg., in. • III Admixture: SIKA161-TYPEFPOZZ SAMPLE DATA . AIR23ADAL.......... Specimen sampled from: Curb @ North East Corner of Main Structure Slump, inches (ASTM C 143): 5" Date Cast: 10/18/06 Air Temp. - Fahrenheit: 70 Date Delivered: 10/19/2006 Mix Temp. - Fahrenheit: 77 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. 64774-1 64774-2 64774-3 64774-4 Date Tested: 10/25/2006 11/15/2006 11/15/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6xl2 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 58620 Comp. Strength, psi: 2070 Type of Fracture: Shear Tested By: AF Average Strength: 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 #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6203AP Type III V Supplier: A -I Cement Factor, sack: 6.2 Ticket #: 279881 Max. Size Agg., in.: 1" Admixture: SEKA161-TYPEFPOZZ SAMPLE DATA -AIR23ADAL .................................................................................................. Specimen sampled from: Pilaster @ A.2,9.1 & A.2,9.8 Slump, inches (ASTM C 143): 4.5" Date Cast: 10/17/06 Air Temp. - Fahrenheit: 80 Date Delivered: 10/18/2006 Mix Temp. - Fahrenheit: 78 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. 64773-1 64773-2 64773-3 64773-4 Date Tested: 10/24/2006 11/14/2006 11/14/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 59230 Comp. Strength, psi: 2100 Type of Fracture: Shear Tested By: AF Average Strength: 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 #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: RS350B33 Supplier: Robertson Cement Factor, sack: 6 Sack Ticket #: 4733137 Max. Size Agg., in.: 1" Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: Skylight (Exterior) Column FTG Slump, inches (ASTM C 143): 5" Date Cast: 09/01/06 Air Temp. - Fahrenheit: 110 Date Delivered: 9/2/2006 Mix Temp. - Fahrenheit: 95 Sampled by: Paul D. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 84257-1 84257-2 84257-3 84257-4 Date Tested: 9/8/2006 9/29/2006 9/29/2006 10/27/2006 Age, days: 7 28 28 56 Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 28.27 Ultimate Load, lbs.: 55110 82880 81340 101210 Comp. Strength, psi: 1950 2930 2880 3580 Type of Fracture: Shear Shear Shear Tested By: EA EA EA SK Average Strength: 2910 Date of Report: Respectfully submitted, Remarks: Low compression results for 28 day specimens. In results, a 56 day compression test will be performed. 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA......................................................................................... .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Type IIIV Supplier: A-1 Cement Factor, sack: 6 Ticket #: 280723 Max. Size Agg•, in.: III Admixture: SIKA161-AIR23ADAI SAMPLE DATA H ..................... . Specimen sampled from: Curb @ Corner of Petsmart Slump, inches (ASTM C 143): 4" Date Cast: 11/01/06 Air Temp. - Fahrenheit: 68 Date Delivered: 11/2/2006 Mix Temp. - Fahrenheit: 76 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. 84603-1 84603-2 84603-3 84603-4 Date Tested: 11/8/2006 11/29/2006 11/29/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 71890 Comp. Strength, psi: 2540 Type of Fracture: Shear Tested By: AF Average Strength: Date of Report: 11/10/06 Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST IZEPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #• 693AP Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: 280695 Max. Size Agg., in.: 1" Admixture: SIKA161-AIR23ADAI L-Type FPozz SAMPLE DATA .................................................................................................. Specimen sampled from: Sidewalk between battery storage and auto center Slump, inches (ASTM C 143): 4" Date Cast: 10/31/06 Air Temp. - Fahrenheit: 68 Date Delivered: 11/1/2006 Mix Temp. - Fahrenheit: 76 Sampled by: Mike T Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORYDATA.......................................................................................... Specimen No. 84602-1 84602-2 84602-3 84602-4 Date Tested: 11/7/2006 11/28/2006 11/28/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6xl2 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 90010 Comp. Strength, psi: 3180 Type of Fracture: Shear Tested By: AF Average Strength: Date of Report: 11/10/06 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP-Type IHV Supplier: A-1 Cement Factor, sack: 6 Ticket #: 280598 Max. Size Agg•, in.: 1'I Admixture: SIII,A161-AIR23ADAI- ACCELERATOR SAMPLE DATA .................................................................................................. Specimen sampled from: Sidewalk @ Grid 12,C Sidewalk Slump, inches (ASTM C 143): 4" Date Cast: 10/31/06 Air Temp. - Fahrenheit: 69 Date Delivered: 11/l/2006 Mix Temp. - Fahrenheit: 75 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. 84607-1 84607-2 84607-3 84607-4 Date Tested: 11/7/2006 11/28/2006 11/28/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 83650 Comp. Strength, psi: 2960 Type of Fracture: Shear Tested By: AF Average Strength: Date of Report: 11/10/06 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 #: 6002AP-Type IIIV Supplier: A-1 Cement Factor, sack: 6 Ticket #: 280642 Max. Size Agg•, in.: III Admixture: SIKA161-AIR23ADAI- ACCELERATOR22AD SAMPLE DATA .................................................................................................. Specimen sampled from: Curb @ Northwest corner of proerty line Slump, inches (ASTM C 143): 4.25" Date Cast: 10/31/06 Air Temp. - Fahrenheit: 75 Date Delivered: 11/1/2006 Mix Temp. - Fahrenheit: 77 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. 75346-1 75346-2 75346-3 75346-4 Date Tested: 11/7/2006 11/28/2006 11/28/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 73390 Comp. Strength, psi: 2600 Type of Fracture: Shear Tested By: AF Average Strength: 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 #4941; JDE 416970 2001 S.E. 10th Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design N: 6053P Supplier: A-1 Cement Factor, sack: 6 Ticket 280654 Max. Size Agg., in.: .7511 Admixture: SAMPLE DATA Specimen sampled from: 2nd (center) catch basin box, offsite parking lot Slump, inches (ASTM C 143): 411 Date Cast: 10/31/06 Air Temp. - Fahrenheit: 88 Date Delivered: 11/1/2006 Mix Temp. - Fahrenheit: 84 Sampled by: Don C Unit Weight, pef (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA ................................................. Specimen No. 76011-1 76011-2 76011-3 76011-4 Date Tested: 11/7/2006 11/28/2006 11/28/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 85140 Comp. Strength, psi: 3010 Type of Fracture: Shear Tested By: AF 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. loth Street 79-315 Hwy II I Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 693AP Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: 279517 Max. Size Agg., in.: 1" Admixture: SIKA 161 - AIR 23 ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Footing @ Grid B, 11.5-12.75 Slump, inches (ASTM C 143): 4" Date Cast: 10/11/06 Air Temp. - Fahrenheit: 70 Date Delivered: 10/12/2006 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. 75360-1 75360-2 75360-3 75360-4 Date Tested: 10/18/2006 11/8/2006 11/8/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 89490 121840 125570 Comp. Strength, psi: 3170 4310 4440 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 4380 Date of Report: Remarks: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST 1111'PORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Grout Supplier: Robertsons Ticket #: 4747681 SAMPLE DATA Specimen sampled from: Planter NE corner bldg Mix Design #: C476 Cement Factor, sack: N/A Max. Size Agg., in.: 3/8 Admixture: Robertsons Slump, inches (ASTM C 143): 10" Date Cast: 10/12/06 Air Temp. - Fahrenheit: 75 Date Delivered: 10/14/2006 Mix Temp. - Fahrenheit: 85 Sampled by: Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 74411-1 74411-2 74411-3 74411-4 Date Tested: 10/19/2006 11/9/2006 11/9/2006 Age, days: 7 28 28 H Nominal Dim., in.: 3x6 3x6 3x6 3x6 Area, sq. in.: 11.1 10.9 10.9 Ultimate Load, lbs.: 27910 43980 44170 Comp. Strength, psi: 2510 4030 4050 Type of Fracture: Shear Shear Shear Tested By: AF SK Sk Average Strength: 4040 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. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #• 693AP Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: 279444 Max. Size Agg., in.: 1" Admixture: SIKA 161 4% TYPE F SAMPLE DATA .................................................................................................. POZZ Specimen sampled from: Pilaster @ Grid 1, A.2 Slump, inches (ASTM C 143): 4" Date Cast: 10/10/06 Air Temp. - Fahrenheit: 70 Date Delivered: 10/11/2006 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. 75361-1 75361-2 75361-3 75361-4 Date Tested: 10/17/2006 11/7/2006 11/7/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 91650 122950 125820 Comp. Strength, psi: 3240 4350 4450 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 4400 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 #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 693AP Type 1IIV Supplier: Al Cement Factor, sack: N/A Ticket #: 280549 Max. Size Agg., in.: N/A Admixture: SIKA161-AIR23 ADAI- SAMPLE DATA ................................. ................................ Specimen sampled from: Grid A3,8.1 Sidewalk TYPEFPOZZ Slump, inches (ASTM C 143): 3.75" Date Cast: 10/30/06 Air Temp. - Fahrenheit: 73 Date Delivered: 10/31/2006 Mix Temp. - Fahrenheit: 77 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. 84601-1 84601-2 84601-3 84601-4 Date Tested: 11/6/2006 11/27/2006 11/27/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 Ultimate Load, lbs.: 89310 Comp. Strength, psi: 3160 Type of Fracture: Shear Tested By: SK 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6203AP Supplier: Al AGG Cement Factor, sack: N/A Ticket #: 15602792752 Max. Size Agg•+ in.: N/A Admixture: N/A SAMPLE DATA Specimen sampled from: Exterior Ftg Grid A.2 @ 9 Slump, inches (ASTM C 143): 4" Date Cast: 10/06/06 Air Temp. - Fahrenheit: 61 Date Delivered: 10/7/2006 Mix Temp. - Fahrenheit: 58 Sampled by: Ken B Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 84837-1 84837-2 84837-3 84837-4 Date Tested: 10/13/2006 11/3/2006 11/3/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 77290 117700 119330 Comp. Strength, psi: 2730 4160 4220 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 4190 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #• 6002AP Supplier: A -I Cement Factor, sack: 6 Ticket #: 280451 Max. Size Agg•, in.: ill Admixture: SIKA161-AIR23-ACC ELERATOR22 SAMPLE DATA .................................................................................................. Specimen sampled from: Truck turnaround C.5,13.5 Slump, inches (ASTM C 143): 4.5" Date Cast: 10/27/06 Air Temp. - Fahrenheit: 69 Date Delivered: 10/28/2006 Mix Temp. - Fahrenheit: 78 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. 84608-1 84608-2 84608-3 84608-4 Date Tested: 11/3/2006 11/24/2006 11/24/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6xl2 6xl2 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 66410 Comp. Strength, psi: 2350 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: 11/10/06 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......-................................................................ ........................................................................................................... Specimen: Concrete Mix Design #: 6002AP TypeHIV Supplier: A -I Cement Factor, sack: 6 Ticket #: 280429 Max. Size Agg•, in.: III Admixture: SIKA161-AIR23-ACC SAMPLE DATA ELERATOR22......... Specimen sampled from: Truck turnaround @ Grid 15,13.5 Slump, inches (ASTM C 143): 4" Date Cast: 10/27/06 Air Temp. - Fahrenheit: 63 Date Delivered: 10/28/2006 Mix Temp. - Fahrenheit: 78 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. 74421-1 74421-2 74421-3 74421-4 Date Tested: 11/3/2006 11/24/2006 11/24/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 73080 Comp. Strength, psi: 2590 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: 11/10/06 Respectfully submitted, Remarks: KRA7_AN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST RL'PORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6203AP Supplier: A -I AGG Cement Factor, sack: Ticket it: 3N279205 Max. Size Agg., in.: Admixture: SAMPLE DATA .................................................................................................. Specimen sampled from: Curb & Gutter 0/12 Slump, inches (ASTM C 143): 5" Date Cast: 10/05/06 Air Temp. - Fahrenheit: 76 Date Delivered: 10/6/2006 Mix Temp. - Fahrenheit: 78 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. 84838-1 84838-2 84838-3 Date Tested: 11/2/2006 11/2/2006 Age, days: 28 28 Hold Nominal Dim., in.: 6x12 6xl2 Area, sq. in.: 28.27 28.27 Ultimate Load, lbs.: 122000 125150 Comp. Strength, psi: 4320 4430 Type of Fracture: Shear Shear Tested By: SK SK Average Strength: 4380 Date of Report: 11/10/06 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; 7DE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA..................................................................................... .......................................................................................................... Specimen: Concrete Supplier: A -I Ticket #: 280481 Mix Design #: Cement Factor, sack: Max. Size Agg., in.: Admixture: 693AP Type IIIV 6.9 III SIKA 161-AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Crid A.3,4.5-7 Sidewalks Slump, inches (ASTM C 143): 4.25" Date Cast: 10/27/06 Air Temp. - Fahrenheit: 72 Date Delivered: 10/28/2006 Mix Temp. - Fahrenheit: 77 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. 75345-1 75345-2 75345-3 75345-4 Date Tested: 11/3/2006 11/24/2006 11/24/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 84440 Camp. Strength, psi: 2990 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: 11/10/06 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 416970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 693AP Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 280171 Max. Size Agg., in.: 1" Admixture: SIKA 161-AIR23ADAI-Type SAMPLE DATA .................................................................................................. Specimen sampled from: Grid A.2, 3.7 Slump, inches (ASTM C 143): 4.5" Date Cast: 10/24/06 Air Temp. - Fahrenheit: 68 Date Delivered: 10/25/2006 Mix Temp. - Fahrenheit: 70 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. 74414-1 74414-2 74414-3 74414-4 Date Tested: 10/31/2006 11/21/2006 11/21/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6xl2 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 94130 Comp. Strength, psi: 3330 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: 11/10/06 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #• 693AP Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 280358 Max. Size Agg., in.: 1" Admixture: SIKA 161-AIR23ADAI-Type SAMPLE DATA .................................................................................................. Specimen sampled from: Slump, inches (ASTM C 143): 4.25" Date Cast: 10/26/06 Air Temp. - Fahrenheit: 76 Date Delivered: 10/27/2006 Mix Temp. - Fahrenheit: 78 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. 75484-1 75484-2 75484-3 75484-4 Date Tested: 11/2/2006 11/23/2006 11/23/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 88870 Comp. Strength, psi: 3140 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: 11/10/06 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. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A -I Cement Factor, sack: 6SK Ticket #: 250423 Max. Size Agg., in.: 1" Admixture: SIKA 161-ACCELERATOR SAMPLE DATA.................................................................................................. Specimen sampled from: Turnaroud slab F,15 Slump, inches (ASTM C 143): 4" Date Cast: 10/25/06 Air Temp. - Fahrenheit: 85 Date Delivered: 10/26/2006 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. 74419-1 74419-2 74419-3 74419-4 Date Tested: l l/l/2006 11/22/2006 11/22/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 87510 Comp. Strength, psi: 3100 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: 11/10/06 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 I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6002AP-Type 1UV Supplier: A-1 Cement Factor, sack; 6 Ticket 280279 Max. Size Agg., in.: III Admixture: SIKA 161-ACCELERATOR SAMPLE DATA Specimen sampled from: Curb @ Northwest comer of property line Slump, inches (ASTM C 143): 411 Date Cast: 10/25/06 Air Temp. - Fahrenheit: 85 Date Delivered: 10/26/2006 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. 75483-1 75483-2 75483-3 75483-4 Date Tested: II/1/2006 11/22/2006 11/22/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6xI2 6x12 6xI2 Area, sq. in.: 28.27 Ultimate Load, lbs.: 79000 Comp. Strength, psi: 2790 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: 11/10/06 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 416970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 693AP-Type IIIV Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 280278 Max. Size Agg., in.: 1" Admixture: SIKA SAMPLE DATA .................................................................................................. 161-AIR23ADAI-TYP Specimen sampled from: Grid A.2, 11-12 Slump, inches (ASTM C 143): 5" Date Cast: 10/25/06 Air Temp. - Fahrenheit: 82 Date Delivered: 10/26/2006 Mix Temp. - Fahrenheit: 85 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. 75352-1 75352-2 75352-3 75352-4 Date Tested: 11/l/2006 11/22/2006 11/22/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6xl2 Area, sq. in.: 28.27 Ultimate Load, lbs.: 82440 Comp. Strength, psi: 2920 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: 11/10/06 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. loth Street 79-315 Hwy 111 Bentonville La Quinta NM DATA Specimen: Concrete Mix Design #: RS30ON34 Supplier: Robertson's Cement Factor, sack: Ticket #: 4570436 Max. Size Agg., in.: lit Admixture: None SAMPLE DATA Specimen sampled from: Diamond C&6 125 S. of XE comer bldg Slump, inches (ASTM C 143): 611 Date Cast: 10/04/06 Air Temp. - Fahrenheit: 97 Date Delivered: 10/5/2006 Mix Temp. - Fahrenheit• 88 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 142.9 Design Strength, psi: 3000 Air Content, % (ASTM C231): 1.2 LABORATORY DATA Specimen No. 84670-1 84670-2 84670-3 84670-4 Date Tested: 10/11/2006 ll/l/2006 ll/l/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.: 71420 92490 95160 Comp. Strength, psi: 2530 3270 3370 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3320 Date of Report: 11/10/06 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6203AP Supplier: Al Agg. R. M. Cement Factor, sack: 6.2 Ticket #: 279122 Max. Size Agg•, in.: 1' Admixture: SAMPLE DATA .................................................................................................. Specimen sampled from: Pier at A.2-4 Slump, inches (ASTM C 143): 3" Date Cast: 10/04/06 Air Temp. - Fahrenheit: 76 Date Delivered: 10/5/2006 Mix Temp. - Fahrenheit: 83 Sampled by: K. Munk Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 84671-1 84671-2 84671-3 84671-4 Date Tested: 10/11/2006 11/l/2006 11/1/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 86670 112270 110940 Comp. Strength, psi: 3070 3970 3920 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 3950 Date of Report: 10/24/06 Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPIZESSION 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #• 6002AP Supplier: Al Agg. R. M. Cement Factor, sack: N/A Ticket #: 279096 Max. Size Agg•, in.: 1' Admixture: ADAIH SAMPLE DATA .................................................................................................. Specimen sampled from: Curb & Gutter Slump, inches (ASTM C 143): 4" Date Cast: 10/03/06 Air Temp. - Fahrenheit: 101F Date Delivered: 10/4/2006 Mix Temp. - Fahrenheit: 87F Sampled by: Don Carlisle Unit Weight, pcf (ASTM C138): 144.5 Design Strength, psi: 3500 Air Content, % (ASTM C231): 3.9 LABORATORY DATA Specimen No. 84669-1 84669-2 84669-3 84669-4 Date Tested: 10/10/2006 10/31/2006 10/31/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6xl2 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 90750 112420 109800 Comp. Strength, psi: 3210 3980 3880 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 3930 Date of Report: 10/24/06 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 #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: RS350B33 Supplier: Robertson Cement Factor, sack: 6 Sack Ticket #: 4733137 Max. Size Agg., in.: 1" Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: Skylight (Exterior) Column FTG Slump, inches (ASTM C 143): 5" Date Cast: 09/01/06 Air Temp. - Fahrenheit: 110 Date Delivered: 9/2/2006 Mix Temp. - Fahrenheit: 95 Sampled by: Paul D. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 84257-1 84257-2 84257-3 84257-4 Date Tested: 9/8/2006 9/29/2006 9/29/2006 10/27/2006 Age, days: 7 28 28 56 Nominal Dim., in.: 6x12 6x12 6xl2 6x12 Area, sq. in.: 28.27 28.27 28.27 28.27 Ultimate Load, lbs.: 55110 82880 81340 103580 Comp. Strength, psi: 1950 2930 2880 3660 Type of Fracture: Shear Shear Shear Shear Tested By: EA EA EA SK Average Strength: 2910 Date of Report: Respectfully submitted, Remarks: Low compression results for 28 day specimens. In results, a 56 day compression test will be performed. KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPIM'SSION 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #• 6053P Supplier: A-1 Agg Cement Factor, sack: 6 Ticket #: 278883 Max. Size Agg., in.: 3/4" Admixture: Pozz Type F SAMPLE DATA.................................................................................................. Specimen sampled from: Catch Basin S. of S. Side N. Ent. in Parking Lot Slump, inches (ASTM C 143): 4" Date Cast: 09/29/06 Air Temp. - Fahrenheit: 99 Date Delivered: 9/30/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Don Carlisle Unit Weight, pcf (ASTM C138): 144.2 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.2 LABORATORY DATA Specimen No. 84665-1 84665-2 84665-3 84665-4 Date Tested: 10/6/2006 10/27/2006 10/27/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 81170 105200 106640 Comp. Strength, psi: 2870 3720 3770 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 3750 Date of Report: 10/26/06 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: 6002 Supplier: A - 1 Cement Factor, sack: 6 Ticket #: 278952 Max. Size Agg., in.: 1" Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: Curbs #470, # 473 Slump, inches (ASTM C 143): 4" Date Cast: 09/30/06 Air Temp. - Fahrenheit: 87 Date Delivered: 10/1/2006 Mix Temp. - Fahrenheit: 77 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3250 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 62050-1 62050-2 62050-3 62050-4 Date Tested: 10/7/2006 10/28/2006 10/28/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 73810 93710 96120 Comp. Strength, psi: 2610 3310 3400 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 3360 Date of Report: 10/30/06 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 Cement Factor, sack: 6.2 Ticket #: 278940 Max. Size Agg., in.: 1" Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: CONCRETE PEDESTALS @ STORE FRONT Slump, inches (ASTM C 143): 3 3/4 Date Cast: 09/30/06 Air Temp. - Fahrenheit: 82 Date Delivered: 10/1/2006 Mix Temp. - Fahrenheit: 78 Sampled by: MICHAEL G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 4000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 62049-1 62049-2 62049-3 62049-4 Date Tested: 10/7/2006 10/28/2006 10/28/2006 Age, days: 7 28 28 HOLD Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 95600 115760 113980 Comp. Strength, psi: 3380 4090 4030 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 4060 Date of Report: 10/26/06 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 # 6002 Supplier: A -I Agg&RM Cement Factor, sack: 6 Ticket #: 279002 Max. Size Agg., in.: III Admixture: N/A SAMPLE DATA Specimen sampled from: 3rd large planter C&G, N. End from W. Side Slump, inches (ASTM C 143): 3.5 Date Cast: 10/02/06 Air Temp. - Fahrenheit: 94 Date Delivered: 10/3/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Don C. Unit Weight, pef (ASTM C138): 144.8 Design Strength, psi: 3500 Air Content, % (ASTM C231): 3.9 LABORATORY DATA Specimen No. 84667-1 84667-2 84667-3 84667-4 Date Tested: 10/9/2006 10/30/2006 10/30/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6xI2 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 77780 109140 104690 Comp. Strength, psi: 2750 3860 3700 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 3780 Date of Report: 10/30/06 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIIM DATA .......................................................................................................... Specimen: Concrete Mix Design #• 693AP Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: 280736 Max. Size Agg•, in.: III Admixture: Type FPozz-SIKA161-A1R23 SAMPLE DATA ......................................................................................... ... ...... Specimen sampled from: B.6-8 A.2 6-8 Sidewalk - Desert Sands Color Slump, inches (ASTM C 143): 3.75" Date Cast: 11/01/06 Air Temp. - Fahrenheit: 80 Date Delivered: 11/2/2006 Mix Temp. - Fahrenheit: 77 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. 84604-1 84604-2 84604-3 84604-4 Date Tested: 11/8/2006 11/29/2006 11/29/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6xl2 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 91500 Comp. Strength, psi: 3240 Type of Fracture: Shear Tested Hv: AF Average Strength: Date of Report: 11/10/06 Remarks: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP - Type IIIV Supplier: A -I Cement Factor, sack: 6 Ticket #: 280895 Max. Size Agg., in.: 1" Admixture: SIKA161-A1R23ADAI- TvpeFPozz SAMPLE DATA .................................................................................................. Specimen sampled from: Valley Gutter @ West Side North Corner Structure Slump, inches (ASTM C 143): 4.511 Date Cast: 11/03/06 Air Temp. - Fahrenheit: 85 Date Delivered: 11/4/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Mike Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 84700-1 84700-2 84700-3 84700-4 Date Tested: 11/10/2006 12/1/2006 12/1/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 intimate Load, Ibs.: 90090 Comp. Strength, psi: 3190 Type of Fracture: Shear Tested By: SK Average Strength: 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 Gene Oberlander Re: Sams Club Store #4941; JDE #116970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #• 693AP Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 280876 Max. Size Agg., in.: 1" Admixture: DEKA161-AIR23ADAI SAMPLE DATA .................................................................................................. -Type F Pozz Specimen sampled from: Planter entrance north of A.2,3.2-4.7 Slump, inches (ASTM C 143): 4.75" Date Cast: 11/03/06 Air Temp. - Fahrenheit: 80 Date Delivered: 11/4/2006 Mix Temp. - Fahrenheit: 75 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. 75347-1 75347-2 75347-3 75347-4 Date Tested: 11/10/2006 12/1/2006 12/1/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6xl2 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lhs.: 84980 Comp. Strength, psi: 3010 Type of Fracture: Shear Tested By: SK Average Strength: 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 693AP Supplier: A -I Agg. Inc., Thousand Palms plant Cement Factor, sack: 6.9 Ticket #: 280973 Max. Size Agg., in.: 1" Admixture: SIKA161 ADA3 SAMPLEDATA ................................ Specimen sampled from: Colored Sidewalk, A.5 at 1.4 Slump, inches (ASTM C 143): 4" Date Cast: 11/06/06 Air Temp. - Fahrenheit: 85 Date Delivered: 11/7/2006 Mix Temp. - Fahrenheit: 87 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. 84609-1 84609-2 84609-3 84609-4 Date Tested: 11 /13/2006 12/4/2006 12/4/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6xl2 6xl2 Area, sq. in.: 28.27 Ultimate Load, lbs.: 86920 Comp. Strength, psi: 3070 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: Remarks: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRLSSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander 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 #: 639AP-TypeHW-Color Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 281204 Max. Size A in.: gg•� 1" Admixture: SIKA161-AIR23ADAI- TYPEFPOZZ SAMPLE DATA .................................................................................................. ............................ Specimen sampled from: Blockout in front of main entrance Slump, inches (ASTM C 143): 3.75" Date Cast: 11/09/06 Air Temp. - Fahrenheit: 80 Date Delivered: 11/10/2006 Mix Temp. - Fahrenheit; 84 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. 84698-1 84698-2 84698-3 846984 Date Tested: 11/16/2006 12/7/2006 12/7/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 91530 Comp. Strength, psi: 3240 Type of Fracture: Shear Tested By: SK Average Strength: 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: ES-0626A Supplier: Arrowtransit Mix Cement Factor, sack: N/A Ticket #: 25203 Max. Size Agg., in.: N/A Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: G.5 & A.7 "Grade Beam" Slump, inches (ASTM C 143): 4.75" Date Cast: 10/19/06 Air Temp. - Fahrenheit: 62 Date Delivered: 10/20/2006 Mix Temp. - Fahrenheit: 65 Sampled by: Dino A Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 5000 Air Content, % (ASTM C231): N/A LABORATORY DATA.......................................................................................... Specimen No. 84965-1 84965-2 84965-3 84965-4 Date Tested: 10/26/2006 11/16/2006 11/16/2006 12/14/2006 Age, days: 7 28 28 56 Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 79860 122500 125460 Comp. Strength, psi: 2820 4330 4440 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 4390 Date of Report: Respectfully submitted, Remarks: Low compression test results for 28 day specimens. In result, a 56 day compression test will be perfomed. 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. 1 Oth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: RS350B33 Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 4733137 Max. Size Agg., in.: III Admixture: Sikal61-TypeFPozz-AI RADA123Desert sands SAMPLE DATA .................................................................................................. Specimen sampled from: Sidewalk @ 1,C.85-C Slump, inches (ASTM C 143): 4.25" Date Cast: 09/01/06 Air Temp. - Fahrenheit: 85 Date Delivered: 9/2/2006 Mix Temp. - Fahrenheit: 76 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. 74415-1 74415-2 74415-3 74415-4 Date Tested: 9/8/2006 9/29/2006 9/29/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 90450 125770 121940 Comp. Strength, psi: 3200 4450 4310 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4380 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 6203AP Type IIIV Supplier: A -I Cement Factor, sack: 6.2 Ticket #: 279913 Max. Size Agg•, in.: III Admixture: SIKA161-TypeFPozz- Air23ADAI SAMPLE DATA ..... .................................................................................................. Specimen sampled from: Curb @ North East corner of main structure Slump, inches (ASTM C 143): 5" Date Cast: 10/18/06 Air Temp. - Fahrenheit: 70 Date Delivered: 10/19/2006 Mix Temp. - Fahrenheit: 77 Sampled by: Mike T Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, IN, (ASTM C231): N/A LABORATORY DATA .......................................................................................... Specimen No. 64774-1 64774-2 64774-3 64774-4 Date Tested: 10/25/2006 11/15/2006 11/15/2006 12/13/2006 Age, days: 7 28 28 56 Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 58620 89630 89130 Comp. Strength, psi: 2070 3170 3150 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3160 Date of Report: Respectfully submitted, Remarks: Low compression test results for 28 day specimens. In result, a 56 day compression test will be perfomed. KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA............................................................... Specimen: Concrete Mix Design #: 6203AP Type IIIV Supplier: A -I Cement Factor, sack: 6.2 Ticket #: 279913 Max. Size Agg., in.: 1" Admixture: SIKA161-TypeFPozz- Air23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Curb @ North East corner of main structure Slump, inches (ASTM C 143): 5" Date Cast: 10/18/06 Air Temp. - Fahrenheit: 70 Date Delivered: 10/19/2006 Mix Temp. - Fahrenheit: 77 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. 64774-1 64774-2 64774-3 64774-4 Date Tested: 10/25/2006 11/15/2006 11/15/2006 12/13/2006 Age, days: 7 28 28 56 Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 58620 89630 89130 Comp. Strength, psi: 2070 3170 3150 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3160 Date of Report: Respectfully submitted, Remarks: Low compression test results for 28 day specimens. In result, a 56 day compression test will be perfomed. KRAZAN & ASSOCIATES, INC. Materials Testing Division KrZ 8v ASSOCI ATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING L& INSPECTION November 30, 2006 Wal-Mart Gene Oberlander 2001 S_F_ 10th RtrPPt Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Project No. 11606017 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 ContaV6 Vui V111VV. 1\�Jt.lVV411A11�' J11V11111L��A, 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 COMPW,SSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 693AP Supplier: A -I Cement Factor, sack: 6.9 15cket #: 28u 1 / 1 Max. Size Agg., in.: r Admixture: SIKA161-AIR23ADAI- TypeFPozz............. SAMPLE DATA ..........................................................................Type ................................................... .................. Specimen sampled from: Grid A.2,3.7 Slump, inches (ASTM C 143): 4.5" Date Cast: 10/24/06 Air Temp. - Fahrenheit: 68 Date Delivered: 10/25/2006 Mix Temp. - Fahrenheit: 70 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. 74414-1 74414-2 74414-3 74414-4 Date Tested: 10/31 /2006 11 /21/2006 11/21/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 i➢timate Land, lhc.! 94130 119190 122430 Comp. Strength, psi: 3330 4220 4330 Type of Fracture: Shear Shear Shear Tested By: SK SK SK • m ci ngc vu cugiu. -.., v v 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 693AP-Type HIV Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 28U218 Max. Size Agg., in.: 1 " Admixture: SMA161-AIR23ADAI- TvpeFPozz SAMPLE DATA .................................................................................................. ........................ . Specimen sampled from: Grid A.2 11-12 Slump, inches (ASTM C 143): 5" Date Cast: 10/25/06 Air Temp. - Fahrenheit: 82 Date Delivered: 10/26/2006 Mix Temp. - Fahrenheit: 85 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. 75352-1 75352-2 75352-3 75352-4 Date Tested: 11/1/2006 11/22/2006 11/22/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 UltimAtP Land, the-- 82440 105630 109160 Comp. Strength, psi: 2920 3740 3830 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Ave.- arc oii rnrotu. +nn Date of Report: Remarks: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REIPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6002AP - Type 111V Supplier: A-1 Cement Factor, sack: 6 Ticket #: 28U219 Max. Size Agg., in.: r Admixture: SIKA161-ACCELERA TOR22ADA2-AIR23A ' ' ...................... SAMPLE DATA ......................... Specimen sampled from: Curb @ Northwest comer of property line Slump, inches (ASTM C 143): 411 Date Cast: 10/25/06 Air Temp. - Fahrenheit: 85 Date Delivered: 10/26/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Mike T Unit Weight, pef (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 75483-1 75483-2 75483-3 75483-4 Date Tested: 11/1/2006 11/22/2006 11/22/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 I Thimat-P T'nad, lhq-. 79000 102800 103960 Comp. Strength, psi: 2790 3640 3680 Type of Fracture: Shear Shear Shear Tested By: SK SK SK n.• AV ci iigv Sti-en gtl- 1. 0—" 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA ............................... ................................... Specimen: Concrete Mix Design #: 693AP Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 2zSUSJ25 Max. Size Agg., in.: 1" Admixture: SIKA161-AIR23ADAI- TvpeFPozz SAMPLE DATA .................................................................................................. Specimen sampled from: N/A Slump, inches (ASTM C 143): 41/4" Date Cast: 10/26/06 Air Temp. - Fahrenheit: 76 Date Delivered: 10/27/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Mike T Unit Weight, pcf (ASTM C138): Design Strength, psi: 3500 Air Content, % (ASTM C231): LABORATORY DATA Specimen No. 75484-1 75484-2 75484-3 754844 Date Tested: 11 /2/2006 11 /23/2006 11 /23/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6xl2 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Land, lhe.- 88870 112230 115500 Comp. Strength, psi: 3140 3970 4090 Type of Fracture: Shear Shear Shear Tested By: SK SK SK n. _ AV Oi XI�C OLl CligiAl. 4n12n � v.l v 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP - Type IIIV Supplier: A -I Cement Factor, sack: 6 Ticket #: 28M)42 Max. Size A gg., in.: t., Admixture: SIKA161-AIR23ADAI- ACCELERATOR22AD SAMPLE DATA .................................................................................................. ......................................... Specimen sampled from: Curb @ NW Corner of property line Slump, inches (ASTM C 143): 4,25" Date Cast: 10/31/06 Air Temp. - Fahrenheit: 75 Date Delivered: 11/1/2006 Mix Temp. - Fahrenheit: 77 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. 75346-1 75346-2 75346-3 75346-4 Date Tested: 11/7/2006 11/28/2006 11/28/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6xl2 6x12 Area, sq. in.: 28.27 28.27 28.27 111timatP T.nad; MR - 73390 1 OR450 110200 Comp. Strength, psi: 2600 3840 3900 Type of Fracture: Shear Shear Shear Tested By: SK SK SK 7 0IT" mvci ugc oii ClIgUi: 0 v i v Date of Report: Remarks: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division CONil"RESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6053P Supplier: A-1 Cement Factor, sack: 6 Ticket #: 2SUO-M Max. Size Agg., in.: 34� Admixture: SAMPLE DATA Specimen sampled from: 2nd center catch basin box offsite parking lot Slump, inches (ASTM C 143): 411 Date Cast: 10/31/06 Air Temp. - Fahrenheit: 88 Date Delivered: 11/1/2006 Mix Temp. - Fahrenheit: 84 Sampled by: Don C Unit Weight, pef (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 76011-1 76011-2 76011-3 76011-4 Date Tested: 11/7/2006 11/28/2006 11/28/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6xl2 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Land. 1h% - 95140 120910 124500 Comp. Strength, psi: 3010 4280 4400 Type of Fracture: Shear Shear Shear Tested By: SK SK SK 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 Gene Oberlander 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 #: 6002AP - Type 1HV Supplier: A -I Cement Factor, sack: 6 Ticket #: 28UJ98 Max. Size Agg., in.: 1" Admixture: SIKA161-AIR23ADAI- SAMPLE DATA .................................................................................................. ACCERLERATOR Specimen sampled from: Sidewalk @ Grid 12,C Sidewalk Slump, inches (ASTM C 143): 4" Date Cast: 10/31/06 Air Temp. - Fahrenheit: 69 Date Delivered: 11/1/2006 Mix Temp. - Fahrenheit: 75 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. 84607-1 84607-2 84607-3 84607-4 Date Tested: 11/7/2006 11/28/2006 11/28/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 111timatr Land, the-- R360 128540 124ROO Comp. Strength, psi: 2960 4550 4410 Type of Fracture: Shear Shear Shear Tested By: SK SK SK • O` -on c V-I ugc aaa oiigiii� .•sT7ov 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 Gene Oberlander 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: Associated Ready Mix Cement Factor, sack: 2 Ticket #: 63U923.1) Max. Size Agg., in.: LY, Admixture: N/A SAMPLE DATA Specimen sampled from: Post holes @ loading dock inside of satus club Slump, inches (ASTM C 143): 411 Date Cast: 11/22/06 Air Temp. - Fahrenheit: 75 Date Delivered: 11/23/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Chris W Unit Weight, pef (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA ........................................... Specimen No. 88189-1 88189-2 88189-3 88189-4 Date Tested: 11/29/2006 12/20/2006 12/20/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6xl2 6x12 6x12 6x12 Area, sq. in.: 28.27 111fimal-P T'nad- 1hQ-- 70300 Comp. Strength, psi: 2490 Type of Fracture: Shear Tested By: SK Avtingr StIrk-1 rg'ai. 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #• 693AP Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 28069.1) Max. Size Agg., in.: ill Admixture: SIKA161-AIR23ADAI- SAMPLE DATA Type F POZZ .................................................................................................. Specimen sampled from: Sidewalk between battery storage ave auto ctr Slump, inches (ASTM C 143): 4.25" Date Cast: 11/01/06 Air Temp. - Fahrenheit: 68 Date Delivered: 11/2/2006 Mix Temp. - Fahrenheit: 76 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. 84602-1 84602-2 84602-3 84602-4 Date Tested: 11/8/2006 11/29/2006 11/29/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 TTltimnty T,nnd, lhc.t 90010 121290 122400 Comp. Strength, psi: 3180 4290 4330 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Si.Ave, age ocugiii: 411n10 i v 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quints MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Type HIV Supplier: A -I Cement Factor, sack: 6 Ticket #: 28u /LS Max. Size Agg., in.: 1" Admixture: SAMPLE DATA .................................................................................................. Specimen sampled from: Curb @ corner of pet smart Slump, inches (ASTM C 143): 4" Date Cast: 11/01/06 Air Temp. - Fahrenheit: 80 Date Delivered: 11/2/2006 Mix Temp. - Fahrenheit: 77 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. 84603-1 84603-2 84603-3 84603-4 Date Tested: 11/8/2006 11/29/2006 11/29/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x 12 6x 12 6x 12 6x 12 Area, sq. in.: 28.27 28.27 28.27 l ltimsltP I.nad; lha.t 71890 103530 101900 Comp. Strength, psi: 2540 3660 3600 Type of Fracture: Shear Shear Shear Tested By: SK SK SK • n, RV C� i�b'C ��� C�l�l.a. own✓ V0 V 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 416970 2001 S.E. 10th Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 693AP Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: ZZSU/J() Max. Size Agg., in.: F, Admixture: Type FPozz-S1KA161-AIR23 SAMPLE DATA Specimen sampled from: B.6-8 A.2 6-8 Sidewalk - Desert Sands Color Slump, inches (ASTM C 143): 3.75" Date Cast: 11/01/06 Air Temp. - Fahrenheit: 80 Date Delivered: 11/2/2006 Mix Temp. - Fahrenheit: 77 Sampled by: Mike T Unit Weight, pef (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A ................ LABORATORY DATA ..... . . . . . . . . . . . . . . . . . . . . Specimen No. 84604-1 84604-2 84604-3 84604-4 Date Tested: 11/8/2006 11/29/2006 11/29/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6xl2 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 llf;matp Lnsid. lh-c - 91500 120340 124100 Comp. Strength, psi: 3240 4260 4390 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Ave. -Age SO t I - C- A►-1 rgitll -1 .- �Ila O.Y V Date of Report: 11/10/06 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 #116970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6002AP Supplier: A -I Cement Factor, sack: 6 Ticket #: 2Z;U4J 1 Max. Size Agg., in.: 1'` Admixture: SIKA161-AIR23-ACC ELERATOR22 SAMPLE DATA ....................... . .................................................................................................. Specimen sampled from: Truck turnaround C.5,13.5 Slump, inches (ASTM C 143): 4.5" Date Cast: 10/27/06 Air Temp. - Fahrenheit: 69 Date Delivered: 10/28/2006 Mix Temp. - Fahrenheit: 78 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. 84608-1 84608-2 84608-3 84608-4 Date Tested: 11/3/2006 11/24/2006 11/24/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 T➢timate T.nad_ lhc.r 66410 101940 103300 Comp. Strength, psi: 2350 3610 3650 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Date of Report: 11/10/06 Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: CC 15721 Supplier: Al Aggregates Inc Cement Factor, sack: N/A 'Picket #: b3uzsb 13 Max. Size Agg., in.: 1 • -Y" Admixture: SAMPLE DATA .................................................................................................. Specimen sampled from: Concrete ftgs. for 3.5" cylinder post on the interior bldg Slump, inches (ASTM C 143): 5" Date Cast: 11/16/06 Air Temp. - Fahrenheit: 65 Date Delivered: 11/17/2006 Mix Temp. - Fahrenheit: 70 Sampled by: Paul D Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORYDATA.................................................................................. Specimen No. 88138 -1 88138 -2 88138 -3 88138 -4 Date Tested: 11/23/2006 12/14/2006 12/14/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Tiltimato T.nad, the - 74140 Comp. Strength, psi: 2620 Type of Fracture: Shear Tested By: SK Avel ugc'0".Ivagiii: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 10199 ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA...................................................................................................... .......................................................................................................... Specimen: Concrete Mix Design #: 6203AF Supplier: Al Aggregates Inc Cement Factor, sack: N/A Ticket #: 281480 Max. Size Agg., in.: Admixture: SAMPLE DATA .................................................................................................. Specimen sampled from: Curves on the feft side of the Bldg (SW) Slump, inches (ASTM C 143): 3.5" Date Cast: 11/16/06 Air Temp. - Fahrenheit: 50 Date Delivered: 11/17/2006 Mix Temp. - Fahrenheit: 70 Sampled by: Paul D Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 88137-1 88137-2 88137-3 88137-4 Date Tested: 11/23/2006 12/14/2006 12/14/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6xl2 6xl2 6x12 Area, sq. in.: 28.27 iiltimsta 1,nad, the - 75550 Comp. Strength, psi: 2670 Type of Fracture: Shear Tested By: SK _ nvcOtt arc u c.igiii: 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA ........................................................ Specimen: Concrete Mix Design #: 693AP Type HIV Supplier: A -I Cement Factor, sack: 6.9 'Picket #: 2 SU481 Max. Size Agg., in.: 1" Admixture: SIKA161-AIR23ADAI SAMPLE DATA Specimen sampled from: Grid A.3, 4.5 - 7 Sidewalks Slump, inches (ASTM C 143): 4.25" Date Cast: 10/27/06 Air Temp. - Fahrenheit: 72 Date Delivered: 10/28/2006 Mix Temp. - Fahrenheit: 77 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. 75345-1 75345-2 75345-3 75345-4 Date Tested: 11/3/2006 11/24/2006 11/24/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimato Land- lha.- R4440 104190 107450 Comp. Strength, psi: 2990 3690 3800 Type of Fracture: Shear Shear Shear Tested By: SK SK SK rkvci o i ov 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 #: 693AP Type I11V Supplier: Al Cement Factor, sack: N/A Ticket #: 2Z;UJ49 Max. Size A gg., in.: N/A Admixture: SIKA161-A1R23ADAI- TYPEFPOZZ SAMPLE DATA .................................................................................................. Specimen sampled from: Grid A.3,8.1 Sidewalk Slump, inches (ASTM C 143): 3.75" Date Cast: 10/30/06 Air Temp. - Fahrenheit: 73 Date Delivered: 10/31/2006 Mix Temp. - Fahrenheit: 77 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. 84601-1 84601-2 84601-3 Date Tested: 11/6/2006 11/27/2006 11/27/2006 Age, days: 7 28 28 Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28.27 i➢timntr I.And; lha.- 89310 117200 114840 Comp. Strength, psi: 3160 4150 4060 Type of Fracture: Shear Shear Shear Tested By: SK SK SK i ircia%c Sti VAg—L'i: V.Av 84601-4 H Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COM P IZE' SSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy II I Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Type MV Supplier: Al Cement Factor, sack: 6 Ticket #: 28U429 Max. Size Agg., in.: 1" Admixture: SIKA 161-AIR23 -ACC ELERATOR22........ SAMPLE DATA .................................................. . Specimen sampled from: Truck turnaround @ grid 15 A.5 Slump, inches (ASTM C 143): 4" Date Cast: 10/27/06 Air Temp. - Fahrenheit: 63 Date Delivered: 10/28/2006 Mix Temp. - Fahrenheit: 78 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. 74421-1 74421-2 74421-3 74421-4 Date Tested: 11/3/2006 11/24/2006 11/24/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 1Umnte Land; lha . 73080 107190 104600 Comp. Strength, psi: 2590 3790 3700 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST W'.PORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A -I Cement Factor, sack: 6 SK 'Picket #: 1JU42J Max. Size Agg., in.: 1" Admixture: SEKA161-ACCELERA TOR22-AIR23 SAMPLE DATA .................................................................................................. Specimen sampled from: Turnaround Slab F,15 Slump, inches (ASTM C 143): 4.75" Date Cast: 10/27/06 Air Temp. - Fahrenheit: 62 Date Delivered: 10/28/2006 Mix Temp. - Fahrenheit: 75 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. 74419-1 74419-2 74419-3 74419-4 Date Tested: 11/3/2006 11/24/2006 11/24/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 ifitimnty Land. We-- 87510 117520 118490 Comp. Strength, psi: 3100 4160 4190 Type of Fracture: Shear Shear Shear Tested By: SK SK SK CiY GI ila'C J6l tll�Ll1. 'Il uV Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST IZEPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: RS350B33 Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 4 /Ss I / Max. Size Agg., in.: 1'. Admixture: Sika161-TypeFPozz-AI RADA123Desert sands SAMPLE DATA .................................................................................................. Specimen sampled from: Sidewalk @ 1,C.85-C Slump, inches (ASTM C 143): 4.25" Date Cast: 09/01/06 Air Temp. - Fahrenheit: 85 Date Delivered: 9/2/2006 Mix Temp. - Fahrenheit: 76 Sampled by: Mike T. Unit Weight, pef (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 74415-1 74415-2 74415-3 74415-4 Date Tested: 9/8/2006 9/29/2006 9/29/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 111timnte i.nad_ ffie ! 90450 125770 121940 Comp. Strength, psi: 3200 4450 4310 Type of Fracture: Shear Shear Shear Tested By: SK SK SK n._ czrci ngc au cugi.ii. moon -.,o v Date of Report: Respectfully submitted, Remarks: Low compression results for 28 da.v snecimens Tn results a 56 day compression test will be performed. KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander 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 -I Cement Factor, sack: 6.2 Ticket #: 281231 Max. Size Agg., in.: F Admixture: SIKA 161-AIR23 ADAI- Tvpe F Pozz SAMPLE DATA ........................ . .................................................................................................. Specimen sampled from: Curb @ freezer (3) North End of Freezer Slump, inches (ASTM C 143): 3.5" Date Cast: 11/10/06 Air Temp. - Fahrenheit: 63 Date Delivered: 11/11/2006 Mix Temp. - Fahrenheit: 72 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. 84697-1 84697-2 84697-3 84697-4 Date Tested: 11/17/2006 12/8/2006 12/8/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6xl2 6x12 6xl2 Area, sq. in.: 28.27 Ultimate Land, lhc.- 71790 Comp. Strength, psi: 2540 Type of Fracture: Shear Tested By: SK A'v...gc St.-r1-1gta.- Date of Report: Remarks Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division Krazari & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 17, 2006 Wal-Mart Gene Oberlander 2001 S.E. IOth Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE 016970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Project No. 11606017 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 #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 6203AP Type IIIV Supplier: A-1 Cement Factor, sack: 6.2 Ticket #: 279881 Max. Size Agg•, in.: III Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: Pilaster @ A.2, 9.1 & A.2, 9.8 Slump, inches (ASTM C 143): 4.5" Date Cast: 10/17/06 Air Temp. - Fahrenheit: 80 Date Delivered: 10/18/2006 Mix Temp. - Fahrenheit: 78 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. 64773-1 64773-2 64773-3 64773-4 Date Tested: 10/24/2006 11/14/2006 11/14/2006 12/12/2006 Age, days: 7 28 28 56 Nominal Dim., in.: 6x 12 6x 12 6x 12 6x 12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 59230 81380 82320 Comp. Strength, psi: 2100 2880 2910 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 2900 Date of Report: 11/14/06 Respectfully submitted, Remarks: Low compression test results for 28 day specimens. In result, a 56 day compression test will be perfomed. 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. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA...................................................................................................... .......................................................................................................... Specimen: Concrete Mix Design #: 6203AP Supplier: A-1 Cement Factor, sack: 6.2 Ticket #: 279749 Max. Size Agg., in.: 1" Admixture: SIKA 161 SAMPLE DATA .................................................................................................. Specimen sampled from: Curb @ frnt of bldg Slump, inches (ASTM C 143): 4 1/2" Date Cast: 10/14/06 Air Temp. - Fahrenheit: 65 Date Delivered: 10/15/2006 Mix Temp. - Fahrenheit: 77 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. 74417-1 74417-2 74417-3 74417-4 Date Tested: 10/21/2006 11/11/2006 11/11/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 89840 118380 116330 Comp. Strength, psi: 3180 4190 4110 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 4150 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Cement Factor, sack: 6 Sack Ticket #: 279754 Max. Size Agg., in.: 1" Admixture: SIKA161 SAMPLE DATA .................................................................................................. Specimen sampled from: Curb Island front of structure Slump, inches (ASTM C 143): 4 1/2" Date Cast: 10/14/06 Air Temp. - Fahrenheit: 68 Date Delivered: 10/15/2006 Mix Temp. - Fahrenheit: 77 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. 74416-1 74416-2 74416-3 74416-4 Date Tested: 10/21/2006 11/11/2006 11/11/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 86860 119190 121460 Comp. Strength, psi: 3070 4220 4300 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 4260 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. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design N: 693AP Supplier: A-1 Cement Factor, sack: 6.9 Ticket 0: 280992 Max. Size Agg., in.: 1" Admixture: SIKA 161-AIR23ADAI-Type SAMPLE DATA.................................................................................................. Specimen sampled from: Sidewalk@Grid L7 - 4.4 Between Planter & Pilasters Slump, inches (ASTM C 143): 4" Date Cast: 11/07/06 Air Temp. - Fahrenheit: 87 Date Delivered: 11/8/2006 Mix Temp. - Fahrenheit: 85 Sampled by: N/A Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 84699-1 84699-2 84699-3 84699-4 Date Tested: 11/14/2006 12/5/2006 12/5/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 Ultimate Load, lbs.: 79580 Comp. Strength, psi: 2810 Type of Fracture: Shear Tested By: AF Average Strength: 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 #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Cement Factor, sack: 6 sack Ticket #: 279727 Max. Size Agg., in.: 1" Admixture: SIKA 161-22ADA2 SAMPLE DATA .................................................................................................. Specimen sampled from: Curbs -North Side Parking Lot Slump, inches (ASTM C 143): 4" Date Cast: 10/13/06 Air Temp. - Fahrenheit: 87 Date Delivered: 10/14/2006 Mix Temp. - Fahrenheit: 85 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. 74413-1 74413-2 74413-3 74413-4 Date Tested: 10/20/2006 11/10/2006 11/10/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 69170 101980 104910 Comp. Strength, psi: 2450 3610 3710 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 3660 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 #4941; JDE 416970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 693AD Supplier: A-1 Cement Factor, sack: 6.9 Ticket 279676 Max. Size Agg., in.: 191 Admixture: Sika 161 -Air 23ADAI SAMPLE DATA Specimen sampled from: Column Pedestal @ Grid B West of Structure Slump, inches (ASTM C 143): 4/4" Date Cast: 10/13/06 Air Temp. - Fahrenheit: 68 Date Delivered: 10/14/2006 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. 84843-1 84843-2 84843-3 84843-4 Date Tested: 10/20/2006 11/10/2006 11/10/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28,27 Ultimate Load, lbs.: 113850 104710 107200 Comp. Strength, psi: 4030 3700 3790 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 3750 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 #: 6002AP Supplier: A -I Cement Factor, sack;- 6 Ticket 279605 Max. Size Agg., in.• lit Admixture: SHCA 161 SAMPLE DATA Specimen sampled from: N.W. Comer parking lot, curb & gutter Slump, inches (ASTM C 143); 5" Date Cast: 10/12/06 Air Temp. - Fahrenheit: 65 Date Delivered: 10/13/2006 Mix Temp. - Fahrenheit• 82 Sampled by: Don C Unit Weight, pef (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA ......................................................................... Specimen No. 84672-1 84672-2 84672-3 84672-4 Date Tested: 10/19/2006 11/9/2006 11/9/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 63940 99360 101710 Comp. Strength, psi: 2260 3510 3600 Type of Fracture: Shear Shear Shear Tested By: AF SK SK Average Strength: 3560 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. loth Street 79-315 Hwy I11 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Type IIIV Supplier: A -I Cement Factor, sack: 6 Ticket #: 280799 Max. Size Agg., in.: 1" Admixture: SIKA161-AIR23ADAI- TYPEFPOZZ SAMPLE DATA .................................................................................................. Specimen sampled from: Curb in parking lot @ Walmart Slump, inches (ASTM C 143): .5" Date Cast: 11/02/06 Air Temp. - Fahrenheit: 80 Date Delivered: 11/3/2006 Mix Temp. - Fahrenheit: 77 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. 84605-1 84605-2 84605-3 84605-4 Date Tested: 11/9/2006 11/30/2006 11/30/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 64260 Comp. Strength, psi: 2270 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: 11/13/06 Remarks: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division M ANEW! jraza1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 15, 2006 Wal-Mart Sam Sanchez 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete & Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Project No. 11606017 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 #J16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA ................................................................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associated R.M. Cement Factor, sack: 5.7 Ticket #: 6306156 Max. Size Agg., in.: 1 1/2 Admixture: Pozz 20ON SAMPLE DATA Specimen sampled from: Interior Floor Slab B.5 @ 3.5 Slump, inches (ASTM C 143): 5" Date Cast: 09/26/06 Air Temp. - Fahrenheit: 82 Date Delivered: 9/27/2006 Mix Temp. - Fahrenheit: 79 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. 13735-1 13735-2 13735-3 13735-4 Date Tested: 10/3/2006 10/24/2006 10/24/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 89900 118940 122790 Comp. Strength, psi: 3180 4210 4340 Type of Fracture: Shear Shear Shear Tested By: AF AF AF Average Strength: 4280 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 MIX DATA Specimen: Concrete Mix Design #: CC15721 Supplier: Associated Cement Factor, sack: 5.7 Sack Ticket #: 6306055 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA.................................................................................................. Specimen sampled from: Interior Floor Slab D4 at 1.5 Slump, inches (ASTM C 143): 4" Date Cast: 09/23/06 Air Temp. - Fahrenheit: 81 Date Delivered: 9/24/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.6 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1 1 % LABORATORY DATA Specimen No. 84656-1 84656-2 84656-3 84656-4 Date Tested: 9/30/2006 10/21 /2006 10/2 l /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.: 107420 119860 123720 Comp. Strength, psi: 3800 4240 4380 Type of Fracture: Shear Shear Shear Tested By: AF AF AF Average Strength: 4310 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 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): 4" 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): 147.1 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 28.27 Ultimate Load, lbs.: 103710 137670 141910 Comp. Strength, psi: 3670 4870 5020 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4950 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 I I I Bentonville La Quinta MIX DATA .......................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305626 Max. Size Agg•. in.: 1 1 /2" Admixture: Pozz 20ON SAMPLE DATA.................................................................................................. Specimen sampled from: Floor Slab 4 at D8 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 121840 128350 Comp. Strength, psi: 3170 4310 4540 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4430 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 #J 16970 2001 S.E. loth Street 79-315 Hwy 11 1 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: CC15712 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305607 Max. Size Agg., in.: 1 1 /2" Admixture: Pozz 20ON SAMPLE DATA Specimen sampled from: Floor Slab 6.5 at E6 Slump, inches (ASTM C 143): 5" Date Cast: 09/15/06 Air Temp. - Fahrenheit: 90 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 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.: 6x 12 6x 12 6x 12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 100010 130800 131 170 Comp. Strength, psi: 3540 4630 4640 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4640 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 #J 16970 2001 S.E. 10th Street 79-315 Hwy 1 1 1 Bentonville La Quinta MIX 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): 7" 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 125520 122930 Comp. Strength, psi: 3210 4440 4350 Type of Fracture: Shear Shear Shear Tested By: EA AF AF 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 #J16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA........................................I. .................................................................. Specimen: Concrete Mix Design #: 6203AP Supplier: Al AGG Cement Factor, sack: N/A Ticket #: 15602792752 Max. Size Agg., in.: N/A Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: Exterior Ftg Grid A.2 @ 9 Slump, inches (ASTM C 143): 4" Date Cast: 10/06/06 Air Temp. - Fahrenheit: 61 Date Delivered: 10/7/2006 Mix Temp. - Fahrenheit: 58 Sampled by: Ken B Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 84837-1 84837-2 84837-3 84837-4 Date Tested: 10/13/2006 11/3/2006 11/3/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 Ultimate Load, lbs.: 77290 Comp. Strength, psi: 2730 Type of Fracture: Shear Tested By: AF 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. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA ........................................................................................ Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Cement Factor, sack: 6 Sack Ticket #: 279754 Max. Size Agg•, in.: 1 Admixture: SIKA161 SAMPLE DATA .................................................................................................. .................................................................................................. Specimen sampled from: Curb Island front of structure Slump, inches (ASTM C 143): 4 1/2" Date Cast: 10/14/06 Air Temp. - Fahrenheit: 68 Date Delivered: 10/15/2006 Mix Temp. - Fahrenheit: 77 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. 74416-1 74416-2 74416-3 74416-4 Date Tested: 10/21 /2006 1 1 / 11 /2006 1 1 / 1 1 /2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 Ultimate Load, lbs.: 86860 Comp. Strength, psi: 3070 Type of Fracture: Shear Tested By: AF 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 11 1 Bentonville La Quinta MIX DATA .............................................. Specimen: Concrete Mix Design #: 6203AP Supplier: A-1 Cement Factor, sack: 6.2 Ticket #: 279749 Max. Size Agg•, in.: 1 Admixture: SIKA 161 SAMPLE DATA .................................................................................................. Specimen sampled from: Curb @ frnt of bldg Slump, inches (ASTM C 143): 4 1/2" Date Cast: 10/14/06 Air Temp. - Fahrenheit: 65 Date Delivered: 10/15/2006 Mix Temp. - Fahrenheit: 77 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. 74417-1 74417-2 74417-3 74417-4 Date Tested: 10/21 /2006 l 1 /1 1 /2006 1 1/ 1 1 /2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 Ultimate Load, lbs.: 89840 Comp. Strength, psi: 3180 Type of Fracture: Shear Tested By: AF 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 #J 16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: CC 15721 Supplier: Associated Cement Factor, sack: 5.7 Sack Ticket #: 6306100 Max. Size Agg., in.: 1 1 /2" Admixture: Pozz 20ON SAMPLE DATA.................................................................................................. .................................................................................................. Specimen sampled from: Interior Floor Slab 1.7 at C.7 Slump, inches (ASTM C 143): 4' Date Cast: 09/25/06 Air Temp. - Fahrenheit: 85 Date Delivered: 9/26/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.5 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.3% LABORATORY DATA.......................................................................................... Specimen No. 84663-1 84663-2 84663-3 84663-4 Date Tested: 10/2/2006 10/23/2006 10/23/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 107860 136040 138260 Comp. Strength, psi: 3820 4810 4890 Type of Fracture: Shear Shear Shear Tested By: AF AF AF Average Strength: 4850 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. loth Street 79-315 Hwy 1 i I Bentonville La Quinta MIXDATA ................................................................ Specimen: Concrete Mix Design #: CC 15721 Supplier: Associated Cement Factor, sack: 5.7 Sack Ticket #: 6306070 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA.................................................................................................. Specimen sampled from: Slump, inches (ASTM C 143): 3 1/2" Date Cast: 09/25/06 Air Temp. - Fahrenheit: 82 Date Delivered: 9/26/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.6 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1 2% LABORATORY DATA Specimen No. 84662-1 84662-2 84662-3 84662-4 Date Tested: 10/2/2006 10/23/2006 10/23/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 101010 130660 132140 Comp. Strength, psi: 3570 4620 4670 Type of Fracture: Shear Shear Shear Tested By: AF AF AF Average Strength: 4650 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. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6002AP Supplier: Al Agg. R. M, Cement Factor, sack: N/A Ticket #: 279096 Max. Size Agg., in.: I Admixture: ADAIH SAMPLE DATA ................................................................................................... Specimen sampled from: Curb & Gutter Slump, inches (ASTM C 143): 4" Date Cast: 10/03/06 Air Temp. - Fahrenheit: 10117 Date Delivered: 10/4/2006 Mix Temp. - Fahrenheit: 87F Sampled by: Don Carlisle Unit Weight, pcf (ASTM C138): 144.5 Design Strength, psi: 3500 Air Content, % (ASTM C231): 3.9 LABORATORY DATA Specimen No. 84669-1 84669-2 84669-3 84669-4 Date Tested: 10/10/2006 10/31/2006 10/31/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 90750 Comp. Strength, psi: 3210 Type of Fracture: Shear Tested By: AF Average Strength: Date of Report: 10/24/06 Respectfully submitted, Regiarks: 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6623AP Supplier: Al Agg. Cement Factor, sack: 6.2 Sack Ticket #: 277683 Max. Size Agg•, in.: III Admixture: N/A SAMPLE DATA Specimen sampled from: Elec. Pad East of Line 12 at B.6 Slump, inches (ASTM C 143): 4" Date Cast: 09/11/06 Air Temp. - Fahrenheit: 101 Date Delivered: 9/12/2006 Mix Temp. - Fahrenheit: 89 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. 14270-1 14270-2 14270-3 14270-4 Date Tested: 9/18/2006 10/9/2006 10/9/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 73840 101010 102380 Comp. Strength, psi: 2610 3570 3620 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 3600 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA ........................................................ Specimen: Concrete Mix Design #: 6203AP Supplier: A -1 Cement Factor, sack: 6.2 Ticket #: 278940 Max. Size Agg•, in.: ill Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: CONCRETE PEDESTALS @ STORE FRONT Slump, inches (ASTM C 143): 3 3/4 Date Cast: 09/30/06 Air Temp. - Fahrenheit: 82 Date Delivered: 10/1/2006 Mix Temp. - Fahrenheit: 78 Sampled by: MICHAEL G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 4000 Air Content, % (ASTM C231): N/A LABORATORY DATA .......................................................................................... Specimen No. 62049-1 62049-2 62049-3 62049-4 Date Tested: 10/7/2006 10/28/2006 10/28/2006 Age, days: 7 28 28 HOLD Nominal Dim., in.: Area, sq. in.: 28.27 Ultimate Load, lbs.: 95600 Comp. Strength, psi: 3380 Type of Fracture: Shear Tested By: AF Average Strength: Date of Report: 10/26/06 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA.............................................................................. 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 SAMPLE DATA............................................................................................... Specimen sampled from: Floor Slab E9 at 10.8 Slump, inches (ASTM C 143): 4 1/2" 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 14268-4 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.: 98860 119070 124670 Comp. Strength, psi: 3500 4210 4410 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4310 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305366 Max. Size Agg., 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 Date Delivered: 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 Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 108150 133240 129920 Comp. Strength, psi: 3830 4710 4600 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4660 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA........................................................................................................ Mix Design #: CC15721 Specimen: Concrete Cement Factor, sack: 5.7 Sack Supplier: Associate Max. Size Agg., in.: 1 1/2" Ticket #: 6305329 Pozz 200N Admixture: SAMPLE DATA .................................................................... Specimen sampled from: Floor Slab 9 at F9 Slump, inches (ASTM C 143): 4" 09/12/06 Air Temp. - Fahrenheit: 90 Date Cast: 9/13/2006 Mix Temp. - Fahrenheit: 82 Date Delivered: Unit Weight, pcf (ASTM C138): 148.7 Sampled by: Don C. Air Content, % (ASTM C231): 1.2% Design Strength, psi: 3500 .................................................................... LABORATORY DATA......................................................................................... Specimen No. 13745-1 13745-2 13745-3 13745-4 Date Tested: 9/19/2006 10/10/2006 10/10/2006 7 28 28 Hold Age, days: Nominal Dim., in.: 6x12 6x12 6x12 Aren, sq. in.: 28.27 28.27 28.27 Ultimate Load,1W.: 103500 148350 155480 Comp. Strength, psi: 3660 5250 5500 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 5380 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA 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 Slump, inches (ASTM C 143): 3" Date Cast: 09/12/06 Air Temp. - Fahrenheit: 92 9/13/2006 Mix Temp. - Fahrenheit: 82 Date Delivered: Don C. Unit Weight, pcf (ASTM C138): 149.4 Sampled by: Air Content, % (ASTM C231): 1.1% Design Strength, psi: 3500 LA11;ORATORY DATA ............................................................................... ......................................................................................... Specimen No. 13744-1 13744-2 13744-3 13744-4 Date Tested: 9/19/2006 iJ i10/2006 10/10/2006 7 28 28 Hold Age, days: Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 95960 123790 131920 Comp. Strength, psi: 3390 4380 4670 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4530 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 Re: Sams Club Store #4941; JDE 016970 Sam Sanchez 79-315 Hwy 111 2001 S.E. loth Street La Quinta Bentonville MIX DATA Mix Design #: RS20OG44 Specimen: Grout Cement Factor, sack: N/A Supplier: Robertson Max. Size Agg., in.: 3/8" Ticket #: 4733476 N/A Admixture: SAMPLE DATA..................................................................... ...................................................... Specimen sampled from: 8" CMU Compactor Screen Wall Slump, inches (ASTM C 143): 9" 09/13/06 Air Temp. - Fahrenheit: 86 Date Cast: Mix Temp. - Fahrenheit: 71 Date Delivered: 9/15/2006 Unit Weight, pcf (ASTM C138): N/A Sampled by: Michael G. Air Content, % (ASTM C231): N/A Design Strength, psi: 2000 .................................................... LABORATORYDATA...................................................................... Specimen No. 62040-1 62040-2 62040-3 62040-4 Date Tested: 9/20/2006 10/11/2006 10/11/2006 7 28 28 Hold Age, days: Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.6 10.7 10.9 Ultimate Load, lbs.: 20260 28250 27430 Comp. Strength, psi: 1910 2640 2520 Type of Fracture: Shear Shear Shear Tested By: EA AF AF 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA.............................................................................. Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305450 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA............................................................................................ Specimen sampled from: Floor Slab F.3 at 3.5 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 142910 138790 Comp. Strength, psi: 3400 5060 4910 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4990 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA ................................................ Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305395 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA.................................................................................................. Specimen sampled from: Floor Slab 8.4 at F.5 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): 148.4 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.3 LABORATORY DATA 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 113650 123330 Comp. Strength, psi: 2930 4020 4360 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4190 ............................................................................................................................. ............................................................................................................................. ............................................................................................................................. 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA ................................................ Specimen: Concrete Mix Design #: CC15721 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): 5" 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 Specimen No. 13742-1 13742-2 13742-3 13742-4 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.: 100480 121280 127230 Comp. Strength, psi: 3550 4290 4500 Type of Fracture: Shear Shear Shear Tested By: EA AF AF 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 MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Agg. Cement Factor, sack: 6 Sack Ticket #: 277414 Max. Size Agg., in.: 1" Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: Curb and Gutter at Palm Dunes Rd. South East of Structure Slump, inches (ASTM C 143): 4 1/2" Date Cast: 09/06/06 Air Temp. - Fahrenheit: 90 Date Delivered: 9/7/2006 Mix Temp. - Fahrenheit: 90 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. 62292-1 62292-2 62292-3 62292-4 Date Tested: 9/13/2006 10/4/2006 10/4/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 82750 102050 105770 Comp. Strength, psi: 2930 3610 3740 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 3680 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 #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305001 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA .................................................................................................. Specimen sampled from: Floor Slab DA at 13.5 Slump, inches (ASTM C 143): 5" Date Cast: 09/06/06 Air Temp. - Fahrenheit: 94 Date Delivered: 9/7/2006 Mix Temp. - Fahrenheit: 90 Sampled by: Steve O. Unit Weight, pcf (ASTM C138): 148.5 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.1% LABORATORY DATA Specimen No. 84525-1 84525-2 84525-3 84525-4 Date Tested: 9/13/2006 10/4/2006 10/4/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 103450 141800 139370 Comp. Strength, psi: 3660 5020 4930 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4980 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. loth 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 Agg., in.: Fine Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: 4' High Pony Wall at Storefront Canopy Slump, inches (ASTM C 143): 5" Date Cast: 09/09/06 Air Temp. - Fahrenheit: 90 Date Delivered: 9/11/2006 Mix Temp. - Fahrenheit: 73 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. 62041-1 62041-2 62041-3 62041-4 Date Tested: 9/16/2006 10/7/2006 10/7/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 4810 10830 9620 Comp. Strength, psi: 1530 3450 3060 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 3260 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305122 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA .................................................................................................. Specimen sampled from: Top Freezer Floor Slab at G1 at 9.5 Slump, inches (ASTM C 143): 4" Date Cast: 09/07/06 Air Temp. - Fahrenheit: 98 Date Delivered: 9/8/2006 Mix Temp. - Fahrenheit: 89 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.9 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.3 % LABORATORY DATA.......................................................................................... Specimen No. 65361-1 65361-2 65361-3 65361-4 Date Tested: 9/14/2006 10/5/2006 10/5/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 102640 128690 130570 Comp. Strength, psi: 3630 4550 4620 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4590 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: CC15721 Type 11/ U Supplier: Associated Cement Factor, sack: N/A Ticket #: 6306196 Max. Size Agg., in.: 1.5" Admixture: 20ON SAMPLE DATA.................................................................................................. Specimen sampled from: Freezer Pad @ C-10.5 Slump, inches (ASTM C 143): 4" Date Cast: 09/27/06 Air Temp. - Fahrenheit: 85 Date Delivered: 9/28/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Mike Thomas Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 64770-1 64770-2 64770-3 64770-4 Date Tested: 10/4/2006 10/25/2006 10/25/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: Area, sq. in.: 28.27 Ultimate Load, lbs.: 95690 Comp. Strength, psi: 3380 Type of Fracture: Shear Tested By: AF Average Strength: Date of Report: 10/26/06 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 643AP Supplier: A - 1 Cement Factor, sack: N/A Ticket #: 279707 Max. Size Agg•, in.: 3/4" Admixture: SIKA161 23ADA AIR SAMPLE DATA.................................................................................................. Specimen sampled from: Battery Room Slump, inches (ASTM C 143): 4" Date Cast: 09/27/06 Air Temp. - Fahrenheit: 90 Date Delivered: 9/28/2006 Mix Temp. - Fahrenheit: 75 Sampled by: Mike Thomas Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 64769-1 64769-2 64769-3 64769-4 Date Tested: 10/4/2006 10/25/2006 10/25/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: Area, sq. in.: 28.27 Ultimate Load, lbs.: 84410 Comp. Strength, psi: 2990 Type of Fracture: Shear Tested By: AF Average Strength: Date of Report: 10/26/06 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA.............................................................................. Specimen: Concrete Mix Design #: 6053P Supplier: A-1 Agg Cement Factor, sack: 6 Ticket #: 278883 Max. Size Agg., in.: 3/4" Admixture: Pozz Type F SAMPLE DATA .................................................................................... Specimen sampled from: Catch Basin S. of S. Side N. Ent. in Parking Lot Slump, inches (ASTM C 143): 4" Date Cast: 09/29/06 Air Temp. - Fahrenheit: 99 Date Delivered: 9/30/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Don Carlisle Unit Weight, pcf (ASTM C138): 144.2 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.2 LABORATORY DATA........................................................................................ Specimen No. 84665-1 84665-2 84665-3 84665-4 Date Tested: 10/6/2006 10/27/2006 10/27/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: Area, sq. in.: 28.27 Ultimate Load, lbs.: 81170 Comp. Strength, psi: 2870 Type of Fracture: Shear Tested By: AF Average Strength: Date of Report: 10/26/06 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: Grout Mix Design #: RS20OG44 Supplier: Robertsons Cement Factor, sack: N/A Ticket #: 4733925 Max. Size Al;g•, in.: 3/8 Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: 8" C.M.0 Planter Walls @ South Side of Building Slump, inches (ASTM C 143): 9" Date Cast: 09/27/06 Air Temp. - Fahrenheit: 80 Date Delivered: 9/29/2006 Mix Temp. - Fahrenheit: 74 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. 62029-1 62029-2 62029-3 62029-4 Date Tested: 10/4/2006 10/25/2006 10/25/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: Area, sq. in.: 12.4 Ultimate Load, lbs.: 23430 Comp. Strength, psi: 1890 Type of Fracture: Shear Tested By: AF Average Strength: Date of Report: 10/26/06 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA............................................................... Specimen: Concrete Mix Design #: 6002 Supplier: A -1 Agg & RM Cement Factor, sack: 6 Ticket #: 279002 Max. Size Agg., in.: 1" Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: 3rd large planter C&G, N. End from W. Side Slump, inches (ASTM C 143): 3.5 Date Cast: 10/02/06 Air Temp. - Fahrenheit: 94 Date Delivered: 10/3/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 144.8 Design Strength, psi: 3500 Air Content, % (ASTM C231): 3.9 LABORATORY DATA.......................................................................................... Specimen No. 84667-1 84667-2 84667-3 84667-4 Date Tested: 10/9/2006 10/30/2006 10/30/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 77780 Comp. Strength, psi: 2750 Type of Fracture: Shear Tested By: AF Average Strength: .............................................................................................................................. Date of Report: 10/30/06 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 6002 Supplier: A - 1 Cement Factor, sack: 6 Ticket #: 278952 Max. Size Agg•, in.: III Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: Curbs #470, # 473 Slump, inches (ASTM C 143): 4" Date Cast: 09/30/06 Air Temp. - Fahrenheit: 87 Date Delivered: 10/1/2006 Mix Temp. - Fahrenheit: 77 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3250 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 62050-1 62050-2 62050-3 62050-4 Date Tested: 10/7/2006 10/28/2006 10/28/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 73810 Comp. Strength, psi: 2610 Type of Fracture: Shear Tested By: AF Average Strength: Date of Report: 10/30/06 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. loth Street 79-315 Hwy 1 11 Bentonville La Quinta MIXDATA...................................................................................... Specimen: Concrete Mix Design #: 17101 Supplier: Associated Ready Mix Cement Factor, sack: N/A Ticket #: 6306245 Max. Size Agg•+ in.: 1 II Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: 25' SE of SE corner bldg truck turn around Slump, inches (ASTM C 143): 3" Date Cast: 09/28/06 Air Temp. - Fahrenheit: 86 Date Delivered: 9/29/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Don C Unit Weight, pcf (ASTM C138): 144.9 Design Strength, psi: 4000 Air Content, % (ASTM C231): 5.2 LABORATORY DATA .......................................................................................... Specimen No. 84658-1 84658-2 84658-3 84658-4 Date Tested: 10/5/2006 10/26/2006 10/26/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 89670 123670 127140 Comp. Strength, psi: 3170 4370 4500 Type of Fracture: Shear Shear Shear Tested By: AF AF AF Average Strength: 4440 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 11 1 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 17531 Supplier: Associated Ready Mix Cement Factor, sack: n/a Ticket #: 6306266 Max. Size Agg•+ in.: I to Admixture: Micro Air SAMPLE DATA ............................................................................................ Specimen sampled from: 40's of SEC loading dock -truck turn around Slump, inches (ASTM C 143): 6" Date Cast: 09/28/06 Air Temp. - Fahrenheit: 89 Date Delivered: 9/29/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Don C Unit Weight, pcf (ASTM C138): 144.7 Design Strength, psi: 4000 Air Content, % (ASTM C231): 5.2 LABORATORY DATA Specimen No. 84661-1 84661-2 84661-3 84661-4 Date Tested: 10/5/2006 10/26/2006 10/26/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 92110 113780 114160 Comp. Strength, psi: 3260 4020 4040 Type of Fracture: Shear Shear Shear Tested By: AF AF AF Average Strength: 4030 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 #J16970 2001 S.E. 10th Street 79-315 Hwy 11 1 Bentonville La Quinta MIXDATA...................................................................................... Specimen: Concrete Mix Design #: 17531 Supplier: Associated Ready Mix Cement Factor, sack: 6 Ticket #: 6306281 Max. Size Agg•+ in.: 1 Admixture: Pozz 20ON SAMPLE DATA ............................................................................................ Specimen sampled from: Center Compactor pad Slump, inches (ASTM C 143): 3 Date Cast: 09/28/06 Air Temp. - Fahrenheit: 85 Date Delivered: 9/29/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Don C Unit Weight, pcf (ASTM C138): 151.2 Design Strength, psi: 5000 Air Content, % (ASTM C231): 1.4 ................................................................................... LABORATORY DATA......................................................................................... Specimen No. 84660-1 84660-2 84660-3 84660-4 Date Tested: 10/5/2006 10/26/2006 10/26/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 120530 149160 146850 Comp. Strength, psi: 4260 5280 5190 Type of Fracture: Shear Shear Shear Tested By: AF AF AF Average Strength: 5240 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 #J 16970 2001 S.E. IOth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA ............................................................................. Specimen: Concrete Mix Design #: 17101 Supplier: Associated Ready Mix Cement Factor, sack: N/A Ticket #: 6306286 Max. Size A lit gg., in.. Admixture: Micro Air SAMPLE DATA............................................................................. ................ Specimen sampled from: Truck turn around 20' SE of SE corner loading dock ramp Slump, inches (ASTM C 143): 3 1/2" Date Cast: 09/28/06 Air Temp. - Fahrenheit: 90 Date Delivered: 9/29/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Don C Unit Weight, pcf (ASTM C138): 144.9 Design Strength, psi: 4000 Air Content, % (ASTM C231): 5.5 LABORATORY DATA ...................................................................................... Specimen No. 84666-1 84666-2 84666-3 84666-4 Date Tested: 10/5/2006 10/26/2006 10/26/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 91570 115440 117120 Comp. Strength, psi: 3240 4080 4140 Type of Fracture: Shear Shear Shear Tested By: AF AF AF Average Strength: 4110 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. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 17101 Supplier: Associated Ready Mix Cement Factor, sack: l" Ticket #: 6306255 Max. Size Agg., in.: 1" Admixture: Micro Air SAMPLE DATA .................................................................................................. Specimen sampled from: Truck turn around 45' E of SEC bldg C Slump, inches (ASTM C 143): 7" Date Cast: 09/28/06 Air Temp. - Fahrenheit: 88 Date Delivered: 9/29/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Don C Unit Weight, pcf (ASTM C138): 144.4 Design Strength, psi: 4000 Air Content, % (ASTM C231): 5.4 LABORATORY DATA.......................................................................................... Specimen No. 84659-1 84659-2 84659-3 84659-4 Date Tested: 10/5/2006 10/26/2006 10/26/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 85310 114470 113960 Comp. Strength, psi: 3020 4050 4030 Type of Fracture: Shear Shear Shear Tested By: AF AF AF Average Strength: 4040 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 I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: CC15721 Type 1 1/ U Supplier: Associated Cement Factor, sack: N/A Ticket #: 6306196 Max. Size Agg•+ in.: 1.5" Admixture: 20ON SAMPLE DATA............................................................................................... Specimen sampled from: Freezer Pad @ C-10.5 Slump, inches (ASTM C 143): 4" Date Cast: 09/27/06 Air Temp. - Fahrenheit: 85 Date Delivered: 9/28/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Mike Thomas Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA ......................................................................................... Specimen No. 64770-1 64770-2 64770-3 64770-4 Date Tested: 10/4/2006 10/25/2006 10/25/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 95690 124870 124870 Comp. Strength, psi: 3380 4420 4420 Type of Fracture: Shear Shear Shear Tested By: AF AF AF Average Strength: 4420 Date of Report: 10/26/06 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 #J 16970 2001 S.E. 10th Street 79-315 Hwy 1 11 Bentonville La Quinta MIXDATA .............................................................................. . Specimen: Concrete Mix Design #: 643AP Supplier: A- l Cement Factor, sack: N/A Ticket #: 279707 Max. Size Agg., in.: 3/4" Admixture: SIKA161 23ADA AIR SAMPLE DATA .................................................................................................. Specimen sampled from: Battery Room Slump, inches (ASTM C 143): 4" Date Cast: 09/27/06 Air Temp. - Fahrenheit: 90 Date Delivered: 9/28/2006 Mix Temp. - Fahrenheit: 75 Sampled by: Mike Thomas Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA.......................................................................................... Specimen No. 64769-1 64769-2 64769-3 64769-4 Date Tested: 10/4/2006 10/25/2006 10/25/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 84410 1 1 1550 114650 Comp. Strength, psi: 2990 3950 4060 Type of Fracture: Shear Shear Shear Tested By: AF AF AF Average Strength: 4010 .............................................................................................................................. ............................................................................................................................. .............................................................................................................................. Date of Report: 10/26/06 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 11 l Bentonville La Quinta MIXDATA .......................................................................... Specimen: Grout Mix Design #: RS20OG44 Supplier: Robertsons Cement Factor, sack: N/A Ticket #: 4733925 Max. Size Agg., in.: 3/8 Admixture: N/A SAMPLE DATA.......................................................................................... Specimen sampled from: 8" C.M.0 Planter Walls @ South Side of Building Slump, inches (ASTM C 143): 9" Date Cast: 09/27/06 Air Temp. - Fahrenheit: 80 Date Delivered: 9/29/2006 Mix Temp. - Fahrenheit: 74 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. 62029-1 62029-2 62029-3 62029-4 Date Tested: 10/4/2006 10/25/2006 10/25/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: Area, sq. in.: 12.4 11.2 1 l .1 Ultimate Load, lbs.: 23430 34250 31760 Comp. Strength, psi: 1890 3060 2860 Type of Fracture: Shear Shear Shear Tested By: AF AF AF Average Strength: 2960 Date of Report: 10/26/06 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. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA .......................................................................... Specimen: Concrete Mix Design #: 693AP Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: 279444 Max. Size Agg•, in.: III Admixture: SIKA 161 4% TYPE F POZZ SAMPLE DATA................................................................................................. Specimen sampled from: Pilaster @ Grid 1, A.2 Slump, inches (ASTM C 143): 4" Date Cast: 10/10/06 Air Temp. - Fahrenheit: 70 Date Delivered: 10/1 1/2006 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. 75361-1 75361-2 75361-3 75361-4 Date Tested: 10/17/2006 1 1 /7/2006 1 1 /7/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 91650 Comp. Strength, psi: 3240 Type of Fracture: Shear Tested By: AF 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 44941; JDE 4J16970 2001 S.E. 10th Street 79-315 Hwy 11 1 Bentonville La Quinta MIXDATA ....................................................................................... Specimen: Concrete Mix Design #: 6203AP Supplier: Al Agg. Cement Factor, sack: 6.2 Sack Ticket #: 278146 Max. Size Agg•+ in.: III Admixture: N/A SAMPLE DATA Specimen sampled from: Slab on Grade Slump, inches (ASTM C 143): 6" Date Cast: 09/19/06 Air Temp. - Fahrenheit: 100 Date Delivered: 9/20/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Paul A. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA .......................................................................................... Specimen No. 75633-1 75633-2 75633-3 75633-4 Date Tested: 9/26/2006 10/17/2006 10/17/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x]2 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 74990 104860 101970 Comp. Strength, psi: 2650 3710 3610 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 3660 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 I 1 1 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: CC 15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305721 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON ................ SAMPLE DATA................................................................................. Specimen sampled from: Floor Slab 11.5 at D.5 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 C138): 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 127170 124980 Comp. Strength, psi: 2950 4500 4420 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4460 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. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA........................................................................................ Specimen: Concrete Mix Design #: CC 15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305746 Max. Size Agg., in.: 1 1 /2" Admixture: Pozz 20ON ............................................................................................... SAMPLE DATA.................................................................................................. 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 Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 101 170 122010 123170 Comp. Strength, psi: 3580 4320 4360 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4340 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. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA...................................................................................... Specimen: Concrete Mix Design #: CC 15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305731 Max. Size Agg., in.: 1 1 /2" Admixture: Pozz 20ON SAMPLE DATA.................................................................................................. Specimen sampled from: Floor Slab 11.5 at BA Slump, inches (ASTM C 143): 4" Date Cast: 09/16/06 Air Temp. - Fahrenheit: 85 Date Delivered: 9/17/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.1 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1 1% LABORATORY DATA Specimen 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.: 6x]2 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 95750 121098 124110 Comp. Strength, psi: 3390 4280 4390 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4340 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. loth Street 79-315 Hwy 11 1 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6320AP Supplier: A-1 Agg. Cement Factor, sack: 6.2 Sack Ticket #: 278245 Max. Size Agg•+ in.: III Admixture: Sika 161 Sika AER SAMPLE DATA.......................................................................................... Specimen sampled from: Pilaster at South East Corner Outside of Structure Slump, inches (ASTM C 143): 3 3/4" Date Cast: 09/20/06 Air Temp. - Fahrenheit: 90 Date Delivered: 9/21/2006 Mix Temp. - Fahrenheit: 79 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. 62293-1 62293-2 62293-3 62293-4 Date Tested: 9/27/2006 10/ 18/2006 10/ 18/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 77290 110020 107840 Comp. Strength, psi: 2730 3890 3810 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 3850 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 #J 16970 2001 S.E. loth Street 79-315 Hwy 11 1 Bentonville La Quinta MIXDATA .............................................:: Specimen: Concrete Mix Design #: 693AP Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: 279517 Max. Size Agg•+ in.: 1 Admixture: SIKA 161 -AIR 23 ADA1 SAMPLE DATA ............................................................................................ Specimen sampled from: Footing @ Grid B, 11.5-12.75 Slump, inches (ASTM C 143): 4" Date Cast: 10/1 1/06 Air Temp. - Fahrenheit: 70 Date Delivered: 10/12/2006 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. 75360-1 75360-2 75360-3 75360-4 Date Tested: 10/ 18/2006 11 /8/2006 11 /8/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 89490 Comp. Strength, psi: 3170 Type of Fracture: Shear Tested By: AF 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. loth Street 79-315 Hwy l l 1 Bentonville La Quinta MIXDATA...................................................................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305912 Max. Size Agg., in.: 1 1 /2" Admixture: Pozz 20ON SAMPLE DATA................................................................................................ Specimen sampled from: Interior Floor Slab B.5 at 9.5 Slump, inches (ASTM C 143): 3 1/2" Date Cast: 09/21 /06 Air Temp. - Fahrenheit: 80 Date Delivered: 9/22/2006 Mix Temp. - Fahrenheit: 79 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.8 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1 2% LABORATORY DATA Specimen No. 84461-1 84461-2 84461-3 84461-4 Date Tested: 9/28/2006 10/19/2006 10/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x]2 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 94520 129280 125710 Comp. Strength, psi: 3340 4570 4450 Type of Fracture: Shear Shear Shear Tested By: EA AF AF 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. 1 Oth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305933 Max. Size Agg., in.: 1 1 /2" Admixture: Pozz 200N ................ SAMPLE DATA............................................................................. Specimen sampled from: Interior Floor Slab B.5 at 6.5 Slump, inches (ASTM C 143): 4' Date Cast: 09/21/06 Air Temp. - Fahrenheit: 82 Date Delivered: 9/22/2006 Mix Temp. - Fahrenheit: 81 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.6 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.2% LABORATORY DATA Specimen No. 84652-1 84652-2 84652-3 84652-4 Date Tested: 9/28/2006 10/19/2006 10/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 100740 127760 129140 Comp. Strength, psi: 3560 4520 4570 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4550 ........................................................................................: 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. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305939 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON .................................................................................................. SAMPLE DATA.................................. ............................................................... Specimen sampled from: Interior Floor Slab 5.5 at D Slump, inches (ASTM C 143): 4" Date Cast: 09/21/06 Air Temp. - Fahrenheit: 83 Date Delivered: 9/22/2006 Mix Temp. - Fahrenheit: 81 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.5 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.2% LABORATORY DATA Specimen No. 84651-1 84651-2 84651-3 84651-4 Date Tested: 9/28/2006 10/19/2006 10/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 96290 123120 122780 Comp. Strength, psi: 3410 4360 4340 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4350 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. loth Street 79-315 Hwy 1 1 1 Bentonville La Quinta MIXDATA ...................................................................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305961 Max. Size Agg., in.: 1 1/2 " Admixture: Pozz 20ON SAMPLE DATA ................................................................................................ .................................................................................................. Specimen sampled from: Interior Floor Slab 13.8 at 3.5 Slump, inches (ASTM C 143): 4" Date Cast: 09/21/06 Air Temp. - Fahrenheit: 90 Date Delivered: 9/22/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.9 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.1% LABORATORY DATA .................................................................................. . Specimen No. 13738-1 13738-2 13738-3 13738-4 Date Tested: 9/28/2006 10/19/2006 10/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 79250 118660 115710 Comp. Strength, psi: 2800 4200 4090 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4150 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 #J 16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Agg. Cement Factor, sack: 6 Sack Ticket #: 278333 Max. Size Agg•, in.: 1 it Admixture: Sika 161 Sika AER SAMPLE DATA .......................................................................................... Specimen sampled from: Curb at South West Corner of Parking Lot Slump, inches (ASTM C 143): 5" Date Cast: 09/21 /06 Air Temp. - Fahrenheit: 80 Date Delivered: 9/22/2006 Mix Temp. - Fahrenheit: 74 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. 62294-1 62294-2 62294-3 62294-4 Date Tested: 9/28/2006 10/19/2006 10/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 85550 105620 108180 Comp. Strength, psi: 3030 3740 3830 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 3790 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. l0th Street 79-315 Hwy I 1 1 Bentonville La Quinta MIXDATA ....................................................................... .. Specimen: Concrete Mix Design #: CC15721 Supplier: Assoc RM Cement Factor, sack: 5.7 Ticket #: 630592 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA............................................................................................. Specimen sampled from: Slump, inches (ASTM C 143): n/a Date Cast: 09/21 /06 Air Temp. - Fahrenheit: 82 Date Delivered: 9/22/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Unit Weight, pcf (ASTM C138): 148.5 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.0 ........................................................................................ LABORATORY DATA......................................................................................... Specimen No. 84845-1 84845-2 84845-3 Date Tested: 10/19/2006 10/19/2006 Age, days: 28 28 H Nominal Dim., in.: 6x 12 6x ] 2 6x 12 Area, sq. in.: 28.27 28.27 Ultimate Load, lbs.: 118940 122120 Comp. Strength, psi: 4210 4320 Type of Fracture: Shear Shear Tested By: AF AF Average Strength: 4270 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 #J 16970 2001 S.E. 10th Street 79-315 Hwy 1 I I Bentonville La Quinta MIXDATA:......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: Cement Factor, sack: Ticket #: 279605 Max. Size Agg., in.: Admixture: SIKA 161 ................ SAMPLE DATA........................................................................... Specimen sampled from: N.W. Corner parking lot, curb & gutter Slump, inches (ASTM C 143): 5" Date Cast: 10/12/06 Air Temp. - Fahrenheit: 65 Date Delivered: 10/13/2006 Mix Temp. - Fahrenheit: 82 Sampled by: Don C Unit Weight, pcf (ASTM C138): N/A Air Content, % (ASTM C231): N/A Design Strength, psi: LABORATORYDATA......................................................................................... Specimen No. 84672-1 84672-2 84672-3 84672-4 Date Tested: 10/ 19/2006 1 I /9/2006 1 1 /9/2006 Age, days: 7 28 28 H Nominal Dim., in.: 6x 12 6x 12 6x 12 6x 12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 63940 Comp. Strength, psi: 2260 Type of Fracture: Shear Tested By: AF 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 4J16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA : z Specimen: Grout Mix Design #: C476 Supplier: Robertsons Cement Factor, sack: N/A Ticket #: 4747681 Max. Size Agg., in.: 3/8 Admixture: Robertsons SAMPLE DATA Specimen sampled from: Planter NE corner bldg Slump, inches (ASTM C 143): 10" Date Cast: 10/12/06 Air Temp. - Fahrenheit: 75 Date Delivered: 10/14/2006 Mix Temp. - Fahrenheit: 85 Sampled by: Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 7441 1-1 7441 1-2 7441 1-3 7441 1-4 Date Tested: 10/ 19/2006 1 1 /9/2006 1 1 /9/2006 Age, days: 7 28 28 H Nominal Dim., in.: 3x6 30 3x6 3x6 Area, sq. in.: 11.1 Ultimate Load, lbs.: 27910 Comp. Strength, psi: 2510 Type of Fracture: Shear Tested By: AF 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 44941; JDE 4J16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA:......................................................................................................... Specimen: Concrete Mix Design #: 643AP Supplier: a-] Cement Factor, sack: 10.9 Ticket #: 279676 Max. Size Agg•, in.: I" Admixture: A7623AAA 1 ............................................................................................ SAMPLE DATA............................................................................................... .:. . Specimen sampled from: Grid B West of structure Slump, inches (ASTM C 143): 4/4" Date Cast: 10/13/06 Air Temp. - Fahrenheit: 68 Date Delivered: 10/14/2006 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. 74412-1 74412-2 74412-3 74412-4 Date Tested: 10/20/2006 11/10/2006 11/10/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 Ultimate Load, lbs.: 66590 Comp. Strength, psi: 2360 Type of Fracture: Shear Tested By: AF 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 94941; JDE 9J16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA.....................................................................................:�� Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Cement Factor, sack: 6 sack Ticket #: 279727 Max. Size Agg•, in.: I II Admixture: SIKA 161-22ADA2 SAMPLE DATA Specimen sampled from: Curbs -North Side Parking Lot Slump, inches (ASTM C 143): 4" Date Cast: 10/13/06 Air Temp. - Fahrenheit: 87 Date Delivered: 10/14/2006 Mix Temp. - Fahrenheit: 85 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. 74413-1 74413-2 74413-3 74413-4 Date Tested: 10/20/2006 1 1 / 10/2006 1 1 / 10/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 Ultimate Load, lbs.: 69170 Comp. Strength, psi: 2450 Type of Fracture: Shear Tested By: AF Average Strength: rR ....................................................................................................................... ra 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA ................................................. Specimen: Concrete Mix Design #: 693AP Supplier: A-1 Agg. Cement Factor, sack: 6.9 Sack Ticket #: 278524 Max. Size Agg., in.: 3/4" Admixture: ADA l SAMPLE DATA.................................................................................................. Specimen sampled from: Loading Dock Ramp 13 at F Slump, inches (ASTM C 143): 3 1/2" Date Cast: 09/22/06 Air Temp. - Fahrenheit: 97 Date Delivered: 9/23/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 146.1 Design Strength, psi: 3500 Air Content, % (ASTM C231): 4% LABORATORY DATA Specimen No. 84654-1 84654-2 84654-3 84654-4 Date Tested: 9/29/2006 10/20/2006 10/20/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 101330 129710 133410 Comp. Strength, psi: 3580 4590 4720 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4660 .............................................................................................................................. ............................................................................................................................. .............................................................................................................................. 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. IOth Street 79-315 Hwy 1 1 I Bentonville La Quinta MIXDATA............................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Agg. Cement Factor, sack: 6 Sack Ticket #: 278493 Max. Size Agg•, in.: III Admixture: Sika 161 AIR 23 ADAI SAMPLE DATA................................................................................................. Specimen sampled from: Curb at West Side of Parking Lot Slump, inches (ASTM C 143): 5" Date Cast: 09/22/06 Air Temp. - Fahrenheit: 88 Date Delivered: 9/23/2006 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. 75485-1 75485-2 75485-3 75485-4 Date Tested: 9/29/2006 10/20/2006 10/20/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 69480 106440 110120 Comp. Strength, psi: 2460 3770 3900 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 3840 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 #J 16970 2001 S.E. 1 Oth Street 79-315 Hwy 1 11 Bentonville La Quinta MIXDATA............................................................................... Specimen: Concrete Mix Design #: 693AD Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: 279676 Max. Size A in.: 1" gg•, Admixture: Sika 16 1 -Air 23ADA I SAMPLE DATA Specimen sampled from: Column Pedestal @ Grid B West of Structure Slump, inches (ASTM C 143): 4/4" Date Cast: 10/13/06 Air Temp. - Fahrenheit: 68 Date Delivered: 10/14/2006 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. 84843-1 84843-2 84843-3 84843-4 Date Tested: 10/20/2006 11 / 10/2006 11 / 10/2006 Age, days: 7 28 28 H Nominal Dim., in.: Area, sq. in.: 28.27 Ultimate Load, lbs.: 113850 Comp. Strength, psi: 4030 Type of Fracture: Shear Tested By: AF 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6304957 Max. Size Agg., in.: 1 1/2 " Admixture: Pozz 20ON SAMPLE DATA ............................................................................................. Specimen sampled from: Central Refe. Pad No. 2 Floor Slab Slump, inches (ASTM C 143): 4 1/2" Date Cast: 09/05/06 Air Temp. - Fahrenheit: 99 Date Delivered: 9/6/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 149.4 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.8 LABORATORY DATA Specimen No. 65364-1 65364-2 65364-3 65364-4 Date Tested: 9/12/2006 10/3/2006 10/3/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x 12 6x 12 6x 12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 105920 132030 126930 Comp. Strength, psi: 3750 4670 4490 Type of Fracture: Shear Shear Shear Tested By: EA AF AF Average Strength: 4580 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 #J 16970 2001 S.E. 10th Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Amen: Concrete Mix Design #: CC 15721 plier: Associated Cement Factor, sack: 5.7 Sack (et #: 6306055 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA Specimen sampled from: Interior Floor Slab D4 at 1.5 Date Cast: Date Delivered: Sampled by: Design Strength, psi: LABORATORY DATA Specimen No. Date Tested: Age, days: Nominal Dim., in.: Area, sq. in.: Ultimate Load, lbs.: Comp. Strength, psi: Type of Fracture: Tested By: Average Strength: Slump, inches (ASTM C 143): Air Temp. - Fahrenheit: Mix Temp. - Fahrenheit: Unit Weight, pcf (ASTM C138): Air Content, % (ASTM C231): 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.: 1 1606W 7 Sam Sanchez Re: Sams Club Store #4941; JDE #J 16970 2001 S.E. loth Street 79-315 Hwy 11 I Bentonville La Quinta MIX DATA Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: Max. Size Agg., in.: N/A Admixture: N/A SAMPLE DATA ....................................... .. Specimen sampled from: 8"CMU 4" pony walls @ vestibule lines 3.8 & 8.2 & a.8 Slump, inches (ASTM C 143): 5" Date Cast: 09/09/06 Air Temp. - Fahrenheit: 90 Date Delivered: 9/1 1/2006 Mix Temp. - Fahrenheit: 73 Sampled by: Mike G Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORYDATA ..................................... ...................................................................................................................... .................................................... Specimen No. 84841-1 84841-2 84841-3 84841-4 Date Tested: 9/16/2006 10/7/2006 10/7/2006 Age, days: 7 28 28 H Nominal Dim., in.: 2x4 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 5000 7866 8130 Comp. Strength, psi: 1590 2510 2590 Type of Fracture: Shear Shear Shear Tested By: AF AF AF Average Strength: 2550 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division ,gM an &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION LA October 1, 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 Mr. Sanchez, Project No. 11606017 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: CC 15721 Supplier: Associated Cement Factor, sack: 5.7 Sack Ticket #: 6305922 Max. Size A Admixture: Pozz 20ON SAMPLE DATA.................................................................................................. Specimen sampled from: Interior Floor Slab 8.5 at C.5 Slump, inches (ASTM C 143): 4 1/2" Date Cast: 09/21/06 Air Temp. - Fahrenheit: 80 Date Delivered: 9/22/2006 Mix Temp. - Fahrenheit: 79 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.5 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.1% LABORATORY DATA Specimen No. 84655-1 84655-2 84655-3 84655-4 Date Tested: 9/28/2006 10/19/2006 10/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 105990 Comp. Strength, psi: 3750 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRA7AN & ASSOCIATES, INC. Materials Testing Division CONVI 1'RESSION 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305961 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA .................................................................................................. Specimen sampled from: Interior Floor Slab B.8 at 3.5 Slump, inches (ASTM C 143): 4" Date Cast: 09/21/06 Air Temp. - Fahrenheit: 90 Date Delivered: 9/22/2006 Mix Temp. - Fahrenheit: 87 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.9 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.1% LABORATORY DATA Specimen No, 13738-1 13738-2 13738-3 13738-4 Date Tested: 9/28/2006 10/19/2006 10/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 79250 Comp. Strength, psi: 2800 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 Rll"PORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA ........................................................................................................... Specimen: Concrete Mix Design #: CC 15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305939 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA .................................................................................................. Specimen sampled from: Interior Floor Slab 5.5 at D Slump, inches (ASTM C 143): 4" Date Cast: 09/21/06 Air Temp. - Fahrenheit: 83 Date Delivered: 9/22/2006 Mix Temp. - Fahrenheit: 81 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.5 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1 2% LABORATORY DATA Specimen No. 84651-1 84651-2 84651-3 84651-4 Date Tested: 9/28/2006 10/19/2006 10/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 96290 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 Sam Sanchez Re: Sams Club Store 44941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: CC 15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305933 Max. Size Agg., in.: 1 1/21' Admixture: Pozz 20ON SAMPLE DATA.................................................................................................. Specimen sampled from: Interior Floor Slab B.5 at 6.5 Slump, inches (ASTM C 143): 4' Date Cast: 09/21/06 Air Temp. - Fahrenheit: 82 Date Delivered: 9/22/2006 Mix Temp. - Fahrenheit: 81 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.6 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1 2% LABORATORY DATA Specimen No. 84652-1 84652-2 84652-3 84652-4 Date Tested: 9/28/2006 10/19/2006 10/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6xl2 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 100740 Comp. Strength, psi: 3560 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA ..................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Agg. Cement Factor, sack: 6 Sack Ticket #: 278333 Max. Size A gg., in.: 1" Admixture: Sika 161 Sika AER SAMPLE DATA .................................................................................................. Specimen sampled from: Curb at South West Corner of Parking Lot Slump, inches (ASTM C 143): 5" Date Cast: 09/21/06 Air Temp. - Fahrenheit: 80 Date Delivered: 9/22/2006 Mix Temp. - Fahrenheit: 74 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. 62294-1 62294-2 62294-3 62294-4 Date Tested: 9/28/2006 10/19/2006 10/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28,27 28.27 28.27 Ultimate Load, lbs.: 85550 Comp. Strength, psi: 3030 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305912 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA .................................................................................................. ............................. . Specimen sampled from: Interior Floor Slab B.5 at 9.5 Slump, inches (ASTM C 143): 3 1/2" Date Cast: 09/21/06 Air Temp. - Fahrenheit: 80 Date Delivered: 9/22/2006 Mix Temp. - Fahrenheit: 79 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.8 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1 2% LABORATORY DATA Specimen No. 84461-1 84461-2 84461-3 84461-4 Date Tested: 9/28/2006 10/19/2006 10/19/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 94520 Comp. Strength, psi: 3340 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design # 693AP Supplier: Al Agg Cement Factor, sack: 6.9 Sack Ticket #: 277163 Max. Size Agg., in.: 1" Admixture: Sika 161 SAMPLE DATA .................................................................................................. Specimen sampled from: Mezz. Floor slab G.1 at 2.3 Slump, inches (ASTM C 143): 7" Date Cast: 08/31/06 Air Temp. - Fahrenheit: 93 Date Delivered: 9/1/2006 Mix Temp. - Fahrenheit: 89 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 144.2 Design Strength, psi: 3500 Air Content, % (ASTM C231): 2 2% LABORATORY DATA Specimen No. 65362-1 65362-2 65362-3 65362-4 Date Tested: 9/7/2006 9/28/2006 9/28/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 94170 119700 118430 Comp. Strength, psi: 3330 4230 4190 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4210 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... ....................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Cement Factor, sack: 6 Sack Ticket #: 277178 Max. Size Agg•, in.: III Admixture: Sika 161 SAMPLE DATA Specimen sampled from: Curb Planters Far West Side of Parking Lot Slump, inches (ASTM C 143): 5 1/2" Date Cast: 08/31/06 Air Temp. - Fahrenheit: 92 Date Delivered: 9/1/2006 Mix Temp. - Fahrenheit: 90 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. 74865-1 74865-2 74865-3 74865-4 Date Tested: 9/7/2006 9/28/2006 9/28/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 70550 98945 101480 Comp. Strength, psi: 2500 3500 3590 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3550 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: 6320AP Supplier: A-1 Agg. Cement Factor, sack: 6.2 Sack Ticket #: 278245 Max. Size A gg., in.. 1" Admixture: Sika 161 Sika AER SAMPLE DATA.................................................................................................. Specimen sampled from: Pilaster at South East Corner Outside of Structure Slump, inches (ASTM C 143): 3 3/4" Date Cast: 09/20/06 Air Temp. - Fahrenheit: 90 Date Delivered: 9/21/2006 Mix Temp. - Fahrenheit: 79 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. 62293-1 62293-2 62293-3 62293-4 Date Tested: 9/27/2006 10/18/2006 10/18/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 77290 Comp. Strength, psi: 2730 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 #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6304615 Max. Size Agg., in.: 1 1/2" Admixture: Pozz200N SAMPLE DATA .................................................................................................. Specimen sampled from: Floor Slab G7 at 2.3 Slump, inches (ASTM C 143): 4" Date Cast: 08/30/06 Air Temp. - Fahrenheit: 88 Date Delivered: 8/31/2006 Mix Temp. - Fahrenheit: 101 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.4 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.1% LABORATORY DATA .................. Specimen No. 65363-1 65363-2 65363-3 65363-4 Date Tested: 9/6/2006 9/27/2006 9/27/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6xl2 6xl2 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 95910 123180 115140 Comp. Strength, psi: 3390 4360 4070 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4220 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Cement Factor, sack: 6 Sack Ticket #: 277018 Max. Size Agg., in.: 1" Admixture: Sika 161 Sika AER SAMPLE DATA .................................................................................................. Specimen sampled from: Curb Planters in Parking Lot Slump, inches (ASTM C 143): 3 1/2" Date Cast: 08/29/06 Air Temp. - Fahrenheit: 83 Date Delivered: 8/30/2006 Mix Temp. - Fahrenheit: 85 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. 74863-1 74863-2 74863-3 74863-4 Date Tested: 9/5/2006 9/26/2006 9/26/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 80650 106550 104710 Comp. Strength, psi: 2850 3770 3700 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3740 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6203AP Supplier: Al Agg, Cement Factor, sack: 6.2 Sack Ticket #: 278146 Max. Size Agg., in.: 1" Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: Slab on Grade Slump, inches (ASTM C 143): 6" Date Cast: 09/19/06 Air Temp. - Fahrenheit: 100 Date Delivered: 9/20/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Paul A. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 75633-1 75633-2 75633-3 75633-4 Date Tested: 9/26/2006 10/17/2006 10/17/2006 Age, days: 7 28 28 Hold Nominal Dun., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 74990 Comp. Strength, psi: 2650 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: 6203AP Supplier: A-1 Agg. Inc. Cement Factor, sack: 6 Sack Ticket #: 277073 Max. Size A gg., in.. 1" Admixture: Sika Air SAMPLE DATA .................................................................................................. Specimen sampled from: Center of East Loading Dock Stem Wall Slump, inches (ASTM C 143): 5" Date Cast: 08/29/06 Air Temp. - Fahrenheit: 91 Date Delivered: 8/30/2006 Mix Temp. - Fahrenheit: 108 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 145.5 Design Strength, psi: 3000 Air Content, % (ASTM C231): 3.6% LABORATORY DATA Specimen No. 74932-1 74932-2 74932-3 74932-4 Date Tested: 9/5/2006 9/26/2006 9/26/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6xl2 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 76540 93060 95830 Comp. Strength, psi: 2710 3290 3390 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3340 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: 693AP Supplier: A-1 Agg. Cement Factor, sack: 6.9 Sack Ticket #: 278500 Max. Size Agg•, in.: 3/4" Admixture: ADAl SAMPLE DATA.................................................................................................. Specimen sampled from: Loading Dock Ramp 13.6 at F Slump, inches (ASTM C 143): 4" Date Cast: 09/22/06 Air Temp. - Fahrenheit: 91 Date Delivered: 9/23/2006 Mix Temp. - Fahrenheit: 86 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 146.5 Design Strength, psi: 3500 Air Content, % (ASTM C231): 3.9% LABORATORY DATA Specimen No. 84653-1 84653-2 84653-3 84653-4 Date Tested: 9/29/2006 10/20/2006 10/20/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6xl2 6x12 6xl2 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 97240 Comp. Strength, psi: 3440 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 IMPORT (ASTM C399 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 I I I Bentonville La Quinta I%M DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Agg. Cement Factor, sack: 6 Sack Ticket #: 278493 Max. Size A gg., in.. 1" Admixture: Sika 161 AIR 23 ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Curb at West Side of Parking Lot Slump, inches (ASTM C 143): 5" Date Cast: 09/22/06 Air Temp. - Fahrenheit: 88 Date Delivered: 9/23/2006 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. 75485-1 75485-2 75485-3 75485-4 Date Tested: 9/29/2006 10/20/2006 10/20/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28,27 Ultimate Load, lbs.: 69480 Comp. Strength, psi: 2460 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: 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 #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #• 693AP Supplier: A-1 Agg. Cement Factor, sack: 6.9 Sack Ticket #: 278524 Max. Size A Admixture: ADAl SAMPLE DATA .................................................................................................. Specimen sampled from: Loading Dock Ramp 13 at F Slump, inches (ASTM C 143): 3 1/2" Date Cast: 09/22/06 Air Temp. - Fahrenheit: 97 Date Delivered: 9/23/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 146.1 Design Strength, psi: 3500 Air Content, % (ASTM C231): 4% LABORATORY DATA Specimen No. 84654-1 84654-2 84654-3 84654-4 Date Tested: 9/29/2006 10/20/2006 10/20/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6xl2 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 101330 Comp. Strength, psi: 3580 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. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA .............................................................................................. Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Cement Factor, sack: 6 Sack Ticket #: 677232 Max. Size Agg•, in.: 1'1 Admixture: Sika 161 Sika AER SAMPLE DATA .................................................................................................. Specimen sampled from: Curb and Gutter Adjacent to Palm Danes Rd. Slump, inches (ASTM C 143): 5" Date Cast: 09/01/06 Air Temp. - Fahrenheit: 87 Date Delivered: 9/2/2006 Mix Temp. - Fahrenheit: 90 Sampled by: Mike Thomas Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 74866-1 74866-2 74866-3 74866-4 Date Tested: 9/8/2006 9/29/2006 9/29/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 101210 116550 117060 Comp. Strength, psi: 3580 4120 4140 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4130 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division UdKrazari&ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 3, 2006 Wal-Mart Sam Sanchez 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete & Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy III La Quinta, CA Mr. Sanchez, Project No. 11606017 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 416970 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 4th Lift Slump, inches (ASTM C 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 C138): 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 9690 9760 Comp. Strength, psi: 2400 3090 3110 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3100 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: ES06032 Supplier: A-1 Concrete Cement Factor, sack: N/A Ticket #: 13477526 Max. Size Agg•, in.: III Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: 30" Foundation Piles on (0.8) Line Slump, inches (ASTM C 143): 4" Date Cast: 07/27/06 Air Temp. - Fahrenheit: 107 Date Delivered: 7/28/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 62028-1 62028-2 62028-3 62028-4 Date Tested: 8/3/2006 8/24/2006 8/24/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 76740 Comp. Strength, psi: 2710 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 Sam Sanchez 2001 S.E. loth Street Bentonville Project No.: 11606017 Re: Sams Club Store #4941; JDE 9J16970 79-315 Hwy 111 La Quinta MIX DATA.......................................................................................................... Specimen: Grout Mix Design #: RS20OP44 Supplier: Robertson Cement Factor, sack: N/A Ticket #: 4457031 Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: 4th Lift on Line D Slump, inches (ASTM C 143): 9" Date Cast: 07/26/06 Air Temp. - Fahrenheit: 90 Date Delivered: 7/28/2006 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. 62033-1 62033-2 62033-3 62033-4 Date Tested: 8/2/2006 8/23/2006 8/23/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.9 Ultimate Load, lbs.: 17490 Comp. Strength, psi: 1600 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. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA ', ­-% - ­1 ...1. .111 - - .­. 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, pef (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 10580 9820 Comp. Strength, psi: 2240 3370 3130 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3250 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.............................................................. .............................................:............................................................ Specimen: Grout Mix Design #: RS20OP44 Supplier: Robertson Cement Factor, sack: N/A Ticket #: 4456970 Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: 3rd Lift on D Line Slump, inches (ASTM C 143): 9" Date Cast: 07/25/06 Air Temp. - Fahrenheit: 86 Date Delivered: 7/27/2006 Mix Temp. - Fahrenheit: 79 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. 62032-1 62032-2 62032-3 62032-4 Date Tested: 8/l/2006 8/22/2006 8/22/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.8 Ultimate Load, lbs.: 17160 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MLM DATA .......................................................................................................... Specimen: Mortar Mix Design #: Type S Supplier: Spec Mixed Cement Factor, sack: N/A Ticket #: N/A Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: 4th Lift Line 14 Slump, inches (ASTM C 143): N/A Date Cast: 07/24/06 Air Temp. - Fahrenheit: 107 Date Delivered: 7/26/2006 Mix Temp. - Fahrenheit: 82 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. 62031-1 62031-2 62031-3 62031-4 Date Tested: 7/31/2006- 8/21/2006 8/21/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 6380 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 #J16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Concrete Cement Factor, sack: 6 Sack Ticket #: 275319 Max. Size Agg., in.: III Admixture: Sika 161 SAMPLE DATA ........................... Specimen sampled from: Curb South of Service Station Slump, inches (ASTM C 143): 4" Date Cast: 07/25/06 Air Temp. - Fahrenheit: 95 Date Delivered: 7/26/2006 Mix Temp. - Fahrenheit: 90 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. 75771-1 75771-2 75771-3 75771-4 Date Tested: 8/l/2006 8/22/2006 8/22/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 77800 Comp. Strength, psi: 2750 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division �i'(Xa1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 4, 2006 Wal-Mart Sam Sanchez 2001 S.E. loth Street Bentonville, AR 72716 RE: Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Project No. 11606017 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. loth 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: 5th Lift on Line 2 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 LABORATORY DATA 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 11150 11580 Comp. Strength, psi: 2190 3550 3690 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3620 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division „n 8v ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 9, 2006 Wal-Mart Sam Sanchez 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete & Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy I I I La Quinta, CA Mr. Sanchez, Project No. 11606017 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: 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 2 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 10970 11460 Comp. Strength, psi: 2550 3490 3650 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3570 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX 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) Slump, inches (ASTM C 143): 9" 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 10.7 11.1 Ultimate Load, lbs.: 20550 32010 31190 Comp. Strength, psi: 1920 2990 2810 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2900 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Grout Mix Design #: RS20OP44 Supplier: Robertson Cement Factor, sack: N/A Ticket #: 4457201 Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: Top Out Lines 14 D+D.8 Slump, inches (ASTM C 143): 9" Date Cast: 07/29/06 Air Temp. - Fahrenheit: 86 Date Delivered: 7/31/2006 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. 62034-1 62034-2 62034-3 62034-4 Date Tested: 8/5/2006 8/26/2006 8/26/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.7 Ultimate Load, lbs.: 20470 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 COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) .ro, 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 1 on 5th Lift 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 9440 9950 Comp. Strength, psi: 1880 3010 3170 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3090 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: Concrete Mix Design #: 6203A.P. Supplier: Al Agg. Thousand Palms Cement Factor, sack: 6.2 Sack Ticket #: 274575 Max. Size A gg., in.: 1" Admixture: Sika 161 SAMPLE DATA .................................................................................................. Specimen sampled from: D8 at 13 Loading Dock Wall 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 6xl2 6xl2 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 96540 114770 116470 Comp. Strength, psi: 3410 4060 4120 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4090 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. loth 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 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 Design Strength, 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 8770 9010 Comp. Strength, psi: 1790 2790 2870 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2830 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 #: 693AP Supplier: A -I Cement Factor, sack: 6.9 Sack Ticket N: 275777 Max. Size Agg., in.• III Admixture: Sika 161 SAMPLE DATA Specimen sampled from: Pilaster at B 13 Slump, inches (ASTM C 143): 5" Date Cast: 08/02/06 Air Temp. - Fahrenheit: 77 Date Delivered: 8/3/2006 Mix Temp. - Fahrenheit: 80 Sampled by: William T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 75773-1 75773-2 75773-3 75773-4 Date Tested: 8/9/2006 8/30/2006 8/30/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6xI2 6xI2 6xI2 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 82950 Comp. Strength, psi: 2930 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA ........................................................................................................... Specimen: Grout Mix Design #: RS20OP44 Supplier: Robertson Cement Factor, sack: N/A Ticket #: 4456228 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: 07/11/06 Air Temp. - Fahrenheit: 90 Date Delivered: 7/13/2006 Mix Temp. - Fahrenheit: 76 Sampled by: Michael G. Unit Weight, pcf (ASTM C138). N/A Design Strength, g g ,psi: 2000 Air Content, % ASTM C231 ( ) N/A LABORATORY DATA................................................................... Specimen No. 76196-1 76196-2 76196-3 Date Tested: 8/8/2006 8/8/2006 Age, days: 28 28 Hold Nominal Dim., in.: 3x6 3x6 Area, sq. in.: 10.3 10.5 Ultimate Load, lbs.: 29600 31600 Comp. Strength, psi: 2870 3010 Type of Fracture: Shear Shear Tested By: EA EA Average Strength: 2940 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division '1$�Kr aZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 11, 2006 Wal-Mart Sam Sanchez 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete & Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Project No. 11606017 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 W'PORT (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 I I I Bentonville La Quinta MIXDATA................................_................................ 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: 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 11310 10890 Comp. Strength, psi: 1930 3600 3470 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3540 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 #4941; JDE 016970 2001 S.E. loth 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 9200 9010 Comp. Strength, psi: 1810 2930 2870 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2900 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 #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX 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): 9" 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 10.4 10.9 Ultimate Load, lbs.: 19610 30880 31170 Comp. Strength, psi: 1850 2970 2860 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2920 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST IZV'PORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Cement Factor, sack: 6 Sack Ticket #: 275853 IIIMax. Size Agg., in.: Admixture: Sika 161 SAMPLE DATA .................................................................................................. Specimen sampled from: Curb at East Side of Parking Lot Slump, inches (ASTM C 143): 4" Date Cast: 08/03/06 Air Temp. - Fahrenheit: 81 Date Delivered: 8/4/2006 Mix Temp. - Fahrenheit: 83 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA*,'.*,'.I M Specimen No. 75774-1 75774-2 75774-3 75774-4 Date Tested: 8/10/2006 8/31/2006 8/31/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6xl2 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 73940 Comp. Strength, psi: 2620 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division &SAME Krazari&ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 17, 2006 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, Project No. 11606017 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 416970 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: 1 st 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 76195-2 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.: 105 10.8 10.9 Ultimate Load, lbs.: 23200 29270 32040 Comp. Strength, psi: 2210 2710 2940 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2830 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 #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: 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 7200 6680 Comp. Strength, psi: 1430 2290 2130 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2210 Date of Report: Respectfully submitted, Remarks: KRA7AN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth 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: 1st Lift Line 14 Slump, inches (ASTM C 143): N/A Date Cast: 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 9320 8880 Comp. Strength, psi: 2300 2970 2830 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2900 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Grout Supplier: Robertson Ticket #: 4297303 Mix Design #: RS20OP44 Cement Factor, sack: N/A Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA...................................... .................................................................................................. Specimen sampled from: 6th Lift Line 12 (D to E Line) Slump, inches (ASTM C 143): 10" Date Cast: 07/18/06 Air Temp. - Fahrenheit: 88 Date Delivered: 7/20/2006 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. 76194-1 76194-2 76194-3 Date Tested: 8/15/2006 8/15/2006 Age, days: 28 28 Hold Nominal Dim., in.: 3x6 3x6 Area, sq. in.: 10.4 10.6 Ultimate Load, lbs.: 30130 32640 Comp. Strength, psi: 2900 3080 Type of Fracture: Shear Shear Tested By: EA EA Average Strength: 2990 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 #4941; JDE 416970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: CC15721 Supplier: Associated Cement Factor, sack: 5.7 Sack Ticket #: 6303451 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA Specimen sampled from: EDC Slab #2 G.L. Approx. 2.8-3.2, G.8-H Slump, inches (ASTM C 143): 411 Date Cast: 08/08/06 Air Temp. - Fahrenheit: 90 Date Delivered: 8/9/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Duane B. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): 1% LABORATORY DATA Specimen No. 76006-1 76006-2 76006-3 76006-4 Date Tested: 8/15/2006 915/2006 9/5/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 102680 Comp. Strength, psi: 3630 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. loth 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: 1 st 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 8910 9790 Comp. Strength, psi: 2070 2840 3120 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2980 Date of Report: Remarks: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division COMP14"SSION 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 I I I Bentonville La Quinta NIRX DATA Specimen: Concrete Mix Design #: CC15721 Supplier: Associated Cement Factor, sack: 5.7 Sack Ticket 6303659 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA Specimen sampled from: Freezer Slab Base Slab Slump, inches (ASTM C 143): 4 1/2" Date Cast: 08/10/06 Air Temp. - Fahrenheit: 90 Date Delivered: 8/11/2006 Mix Temp. - Fahrenheit: 84 Sampled by: Mike T. Unit Weight, pef (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 75777-1 75777-2 75777-3 75777-4 Date Tested: 8/17/2006 9/7/2006 9/7/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 92180 Comp. Strength, psi: 3260 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRIi'SSION 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 #: 6002AP Supplier: A-1 Concrete Cement Factor, sack: 6 Sack Ticket #: 275117 Max. Size Agg., in.: 1" 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 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 101400 122790 119210 Comp. Strength, psi: 3590 4340 4220 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4280 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Grout Mix Design #: RS20OP44 Supplier: Robertson Cement Factor, sack: 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 Mix 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 10.7 11.0 Ultimate Load, lbs.: 20760 36570 34650 Comp. Strength, psi: 1960 3420 3150 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3290 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 94941; TDE 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 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 7920 8500 Comp. Strength, psi: 1940 2520 2710 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2620 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division �n 8v ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 18, 2006 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, Project No. 11606017 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: 6623AP Supplier: Al Agg. Cement Factor, sack: 6.2 Sack Ticket #: 277683 Max. Size Agg•+ in.: III Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: Elec. Pad East of Line 12 at B.6 Slump, inches (ASTM C 143): 4" Date Cast: 09/11/06 Air Temp. - Fahrenheit: 101 Date Delivered: 9/12/2006 Mix Temp. - Fahrenheit: 89 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. 14270-1 14270-2 14270-3 14270-4 Date Tested: 9/18/2006 10/9/2006 10/9/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 73840 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: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: 6203AP Supplier: A-1 Agg. Cement Factor, sack: 6.2 Sack Ticket #: 276626 Max. Size Agg., in.: 1" Admixture: Sika 161 SAMPLE DATA .................................................................................................. .......................... Specimen sampled from: Footings Line A.2 1.5-7 Slump, inches (ASTM C 143): 4" Date Cast: 08/19/06 Air Temp. - Fahrenheit: 86 Date Delivered: 8/20/2006 Mix Temp. - Fahrenheit: 75 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. 75488-1 75488-2 75488-3 75488-4 Date Tested: 8/26/2006 9/16/2006 9/16/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 81740 99940 103230 Comp. Strength, psi: 2890 3540 3650 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3600 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. loth 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: 4' High Pony Wall at Storefront Canopy Slump, inches (ASTM C 143): 5" Date Cast: 09/09/06 Air Temp. - Fahrenheit: 90 Date Delivered: 9/11/2006 Mix Temp. - Fahrenheit: 73 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. 62041-1 62041-2 62041-3 62041-4 Date Tested: 9/16/2006 10/7/2006 10/7/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 4810 Comp. Strength, psi: 1530 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: 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 #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: 6053P Supplier: A-1 Thousand Palms Cement Factor, sack: 6 Sack Ticket #: 276608 Max. Size A Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: N. C. B. on Dun Palms Road Slump, inches (ASTM C 143): 3" Date Cast: 08/18/06 Air Temp. - Fahrenheit: 89 Date Delivered: 8/19/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 147.4 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1 3% LABORATORY DATA Specimen No. 84369-1 84369-2 84369-3 84369-4 Date Tested: 8/25/2006 9/15/2006 9/15/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 96480 120300 118840 Comp. Strength, psi: 3410 4260 4200 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4230 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Thousand Palms Cement Factor, sack: 6 Sack Ticket #: 276584 Max. Size Agg., in.: 1" Admixture: Sika 161 ADAl Sika AER SAMPLE DATA .................................................................................................. Specimen sampled from: Curb and Gutter South Entrance From Palms Slump, inches (ASTM C 143): 4 1/2" Date Cast: 08/18/06 Air Temp. - Fahrenheit: 84 Date Delivered: 8/19/2006 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 LABORATORYDATA.......................................................................................... Specimen No. 75490-1 75490-2 75490-3 75490-4 Date Tested: 8/25/2006 9/15/2006 9/15/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 78060 102480 103880 Comp. Strength, psi: 2760 3630 3670 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3650 Date of Report: Remarks: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division MMMAW_d Kaz� 8v ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 14, 2006 Wal-Mart Sam Sanchez 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Project No. 11606017 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associates Cement Factor, sack: 5.7 Sack Ticket #: 6303737 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA.................................................................................................. Specimen sampled from: Floor Slab G.2 at 2.4 Slump, inches (ASTM C 143): 4" Date Cast: 08/12/06 Air Temp. - Fahrenheit: 82 Date Delivered: 8/13/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 147.2 Design Strength, psi: 3500 Air Content, % (ASTM C231): 2 2% LABORATORY DATA Specimen No. 74933-1 74933-2 74933-3 74933-4 Date Tested: 8/19/2006 9/9/2006 9/9/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 106900 123790 130800 Comp. Strength, psi: 3780 4380 4630 Type of Fracture: Shear Shear Shear Tested By: 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) 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 #: 6002AP Supplier: A-1 Agg. Inc. Cement Factor, sack: 6 Sack Ticket #: 276270 Max. Size Agg., in.: 1" Admixture: Sika 161 SAMPLE DATA .................................................................................................. Specimen sampled from: 1st Diamond C and G North of South Entrance Slump, inches (ASTM C 143): 3 1/2" Date Cast: 08/11/06 Air Temp. - Fahrenheit: 92 Date Delivered: 8/12/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 147.9 Design Strength, psi: 3500 Air Content, % (ASTM C231): 4.1% LABORATORY DATA Specimen No. 74934-1 74934-2 74934-3 74934-4 Date Tested: 8/18/2006 9/8/2006 9/8/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 69590 99790 104310 Comp. Strength, psi: 2460 3530 3690 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 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associated Cement Factor, sack: 5.7 Sack Ticket #: 6303715 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA.................................................................................................. Specimen sampled from: Base of East Freezer Pad Slump, inches (ASTM C 143): 4" Date Cast: 08/11/06 Air Temp. - Fahrenheit: 95 Date Delivered: 8/12/2006 Mix Temp. - Fahrenheit: 92 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORYDATA.......................................................................................... Specimen No. 75778-1 75778-2 75778-3 75778-4 Date Tested: 8/18/2006 9/8/2006 9/8/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6xl2 6xl2 6xl2 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 93190 125280 130270 Comp. Strength, psi: 3300 4430 4610 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4520 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COM 'RESSION 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 #: 6002AP Supplier: A-1 Cement Factor, sack: 6 Sack Ticket #: 677232 Max. Size Agg., in.: 1" Admixture: Sika 161 Sika AER SAMPLEDATA.............................................................................. Specimen sampled from: Curb and Gutter Adjacent to Palm Danes Rd Slump, inches (ASTM C 143): 5" Date Cast: 09/01/06 Air Temp. - Fahrenheit: 87 Date Delivered: 9/2/2006 Mix Temp. - Fahrenheit: 90 Sampled by: Mike Thomas Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 74866-1 74866-2 74866-3 74866-4 Date Tested: 9/8/2006 9/29/2006 9/29/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 101210 Comp. Strength, psi: 3580 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: 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 #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy III Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: RS35OB33 Supplier: Robertson Cement Factor, sack: 6 Sack Ticket #: 4733137 Max. Size A gg., in.: 1" Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: Skylight (Exterior) Column FTG Slump, inches (ASTM C 143): 5" Date Cast: 09/01/06 Air Temp. - Fahrenheit: 110 Date Delivered: 9/2/2006 Mix Temp. - Fahrenheit: 95 Sampled by: Paul D. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 84257-1 84257-2 84257-3 84257-4 Date Tested: 9/8/2006 9/29/2006 9/29/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6xl2 6xl2 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 55110 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 COMPRLISSION 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6304957 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA .................................................................................................. Specimen sampled from: Central Refe. Pad No. 2 Floor Slab Slump, inches (ASTM C 143): 4 1/2" Date Cast: 09/05/06 Air Temp. - Fahrenheit: 99 Date Delivered: 9/6/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 149.4 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.8 LABORATORY DATA Specimen No. 65364-1 65364-2 65364-3 65364-4 Date Tested: 9/12/2006 10/3/2006 10/3/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 105920 Comp. Strength, psi: 3750 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRA7AN & 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #• 693AP Supplier: Al Agg Cement Factor, sack: 6.9 Sack Ticket #: 277163 Max. Size Agg., in.: 1" Admixture: Sika 161 SAMPLE DATA .................................................................................................. Specimen sampled from: Mezz. Floor slab G.1 at 2.3 Slump, inches (ASTM C 143): 7" Date Cast: 08/31/06 Air Temp. - Fahrenheit: 93 Date Delivered: 9/l/2006 Mix Temp. - Fahrenheit: 89 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 144.2 Design Strength, psi: 3500 Air Content, % (ASTM C231): 2 2% LABORATORY DATA Specimen No. 65362-1 65362-2 65362-3 65362-4 Date Tested: 9/7/2006 9/28/2006 9/28/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 94170 Comp. Strength, psi: 3330 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 #494 1; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design N: 6002AP Supplier: A -I Cement Factor, sack: 6 Sack Ticket #: 277178 Max. Size Agg., in.: III Admixture: Sika 161 SAMPLE DATA Specimen sampled from: Curb Planters Far West Side of Parking Lot Slump, inches (ASTM C 143): 5 1/2" Date Cast: 08/31/06 Air Temp. - Fahrenheit: 92 Date Delivered: 9/1/2006 Mix Temp. - Fahrenheit: 90 Sampled by: Mike T. Unit Weight, pef (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 74865-1 74865-2 74865-3 74865-4 Date Tested: 9/7/2006 9/28/2006 9/28/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6xI2 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 70550 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 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: Associated Cement Factor, sack: 5.7 Sack Ticket #: 6303659 Max. Size Agg•+ in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA .................................................................................................. Specimen sampled from: Freezer Slab Base Slab Slump, inches (ASTM C 143): 4 1/2" Date Cast: 08/10/06 Air Temp. - Fahrenheit: 90 Date Delivered: 8/11/2006 Mix Temp.. Fahrenheit: 84 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. 75777-1 75777-2 75777-3 75777-4 Date Tested: 8/17/2006 9/7/2006 9/7/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 92180 120400 126830 Comp. Strength, psi: 3260 4260 4490 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 43M 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 416970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305001 Max. Size Agg•, in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA .................................................................................................. Specimen sampled from: Floor Slab DA at 13.5 Slump, inches (ASTM C 143): 5" Date Cast: 09/06/06 Air Temp. - Fahrenheit: 94 Date Delivered: 9/7/2006 Mix Temp. - Fahrenheit: 90 Sampled by: Steve O. Unit Weight, pcf (ASTM C138): 148.5 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.1% LABORATORY DATA Specimen No. 84525-1 84525-2 84525-3 84525-4 Date Tested: 9/13/2006 10/4/2006 10/4/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6xl2 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 103450 Comp. Strength, psi: 3660 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Respectfully submitted, Remarks: KRA7AN & ASSOCIATES, INC. Materials Testing Division COMPRLSSION 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 .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Agg. Cement Factor, sack: 6 Sack Ticket #: 277414 Max. Size Agg., in.: III Admixture: N/A SAMPLE DATA................................................................................................... Specimen sampled from: Curb and Gutter at Palm Dunes Rd. South East of Structure Slump, inches (ASTM C 143): 4 1/2" Date Cast: 09/06/06 Air Temp. - Fahrenheit: 90 Date Delivered: 9/7/2006 Mix Temp. - Fahrenheit: 90 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. 62292-1 62292-2 62292-3 62292-4 Date Tested: 9/13/2006 10/4/2006 10/4/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 82750 Comp. Strength, psi: 2930 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: 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 #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Agg. Cement Factor, sack: 6 Sack Ticket #: 276470 Max. Size A gg., in.: 1" Admixture: Sika 161 / 23 ADA 1 SAMPLE DATA .................................................................................................. Specimen sampled from: Curb and Gutter South Side of Structure Slump, inches (ASTM C 143): 5" Date Cast: 08/16/06 Air Temp. - Fahrenheit: 83 Date Delivered: 8/17/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): 147.9 Design Strength, psi: 3500 Air Content, % (ASTM C231): 4.1% LABORATORY DATA Specimen No. 75783-1 75783-2 75783-3 75783-4 Date Tested: 8/23/2006 9/13/2006 9/13/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6xl2 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 77180 99710 101930 Comp. Strength, psi: 2730 3530 3610 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3570 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6203AP Supplier: A-1 Agg. Cement Factor, sack: 6.2 Sack Ticket #: 276475 Max. Size Agg., in.: 1" Admixture: Sika 161/ Air 23 ADA 1 SAMPLE DATA .................................................................................................. Specimen sampled from: Footing of West Retaining Wall at Loading Dock Slump, inches (ASTM C 143): 4 1/2" Date Cast: 08/16/06 Air Temp. - Fahrenheit: 85 Date Delivered: 8/17/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Eddie A. Unit Weight, pcf (ASTM C138): 148,1 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4.3% LABORATORY DATA Specimen No. 75779-1 75779-2 75779-3 75779-4 Date Tested: 8/23/2006 9/13/2006 9/13/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 90860 107530 106180 Comp. Strength, psi: 3210 3800 3760 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3780 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 #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: CC 15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6305122 Max. Size A Admixture: Pozz 20ON SAMPLE DATA ......................................... Specimen sampled from: Top Freezer Floor Slab at G1 at 9.5 Slump, inches (ASTM C 143): 4" Date Cast: 09/07/06 Air Temp. - Fahrenheit: 98 Date Delivered: 9/8/2006 Mix Temp. - Fahrenheit: 89 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.9 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.3 % LABORATORY DATA Specimen No. 65361-1 65361-2 65361-3 65361-4 Date Tested: 9/14/2006 10/5/2006 10/5/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6xl2 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 102640 Comp. Strength, psi: 3630 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Cement Factor, sack: 6 Sack Ticket #: 276509 Max. Size Agg., in.: 1" Admixture: Sika 161 SAMPLE DATA .................................................................................................. Specimen sampled from: Planter Box Middle of Parking Lot Slump, inches (ASTM C 143): 4 1/4" Date Cast: 08/17/06 Air Temp. - Fahrenheit: 81 Date Delivered: 8/ 18/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): 147.7 Design Strength, psi: 3500 Air Content, % (ASTM C231): 4.1% LABORATORY DATA Specimen No. 75780-1 75780-2 75780-3 75780-4 Date Tested: 8/24/2006 9/14/2006 9/14/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 78220 102150 100350 Comp. Strength, psi: 2770 3610 3550 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3580 Date of Report: Remarks Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division UdKraZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 6, 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 Mr. Sanchez, Project No. 11606017 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, 1l A A 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associate Cement Factor, sack: 5.7 Sack Ticket #: 6304615 Max. Size A gg., in.: 1 1/2" Admixture: Pozz200N SAMPLE DATA .................................................................................................. Specimen sampled from: Floor Slab G7 at 2.3 Slump, inches (ASTM C 143): 4" Date Cast: 08/30/06 Air Temp. - Fahrenheit: 88 Date Delivered: 8/31/2006 Mix Temp. - Fahrenheit: 101 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 148.4 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.1% LABORATORY DATA Specimen No. 65363-1 65363-2 65363-3 65363-4 Date Tested: 9/6/2006 9/27/2006 9/27/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 95910 Comp. Strength, psi: 3390 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: Concrete Supplier: A-1 Ticket #: 276989 SAMPLE DATA Mix Design #: Cement Factor, sack: Max. Size Agg., in.: Admixture: Specimen sampled from: Curb Planter Center Strip of Parking Lot 6002AP 6 Sack 111 Sika 161 Sika AER Slump, inches (ASTM C 143): 5" 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.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 89350 Comp. Strength, psi: 3160 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Remarks: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRE' SSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Sam Sanchez 2001 S.E. loth Street Bentonville 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 Indio Plant Cement Factor, sack: 6 Sack Ticket #: 277001 Max. Size Agg•+ in.: III 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 Comp. Strength, psi: 2260 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 416970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associated Cement Factor, sack: 5.7 Sack Ticket #: 6303451 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA.................................................................................................. Specimen sampled from: EDC Slab #2 G.L. Approx. 2.8-3.2, G.8-H Slump, inches (ASTM C 143): 4" Date Cast: 08/08/06 Air Temp. - Fahrenheit: 90 Date Delivered: 8/9/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Duane B. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): 1% LABORATORY DATA Specimen No. 76006-1 76006-2 76006-3 76006-4 Date Tested: 8/15/2006 9/5/2006 9/5/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6xl2 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 102680 139650 130890 Comp. Strength, psi: 3630 4940 4630 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4790 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Supplier: A-1 Ticket #: 277018 Mix Design #: Cement Factor, sack: Max. Size Agg., in.: Admixture: 6002AP 6 Sack III Sika 161 Sika AER SAMPLE DATA .................................................................................................. Specimen sampled from: Curb Planters in Parking Lot Slump, inches (ASTM C 143): 3 1/2" Date Cast: 08/29/06 Air Temp. - Fahrenheit: 83 Date Delivered: 8/30/2006 Mix Temp. - Fahrenheit: 85 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. 74863-1 74863-2 74863-3 74863-4 Date Tested: 9/5/2006 9/26/2006 9/26/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 80650 Comp. Strength, psi: 2850 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: 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 #4941; JDE #J16970 2001 S.E. 10th Street 79-315 Hwy I I I Bentonville La Quinta NM DATA Specimen: Concrete Mix Design #: 6203AP Supplier: A- I Agg. Inc. Cement Factor, sack: 6 Sack Ticket N: 277073 Max. Size Agg., in.: 11 Admixture: Sika Air SAMPLE DATA Specimen sampled from: Center of East Loading Dock Stem Wall Slump, inches (ASTM C 143): 511 Date Cast: 08/29/06 Air Temp. - Fahrenheit: 91 Date Delivered: 8/30/2006 Mix Temp. - Fahrenheit: 108 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 145.5 Design Strength, psi: 3000 Air Content, % (ASTM C231): 3.6% LABORATORY DATA Specimen No. 74932-1 74932-2 74932-3 74932-4 Date Tested: 9/5/2006 9/26/2006 9/26/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 76540 Comp. Strength, psi: 2710 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Remarks: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division -KrazaZ &v ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 1, 2006 Wal-Mart Sam Sanchez 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete & Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Sanchez, Project No. 11606017 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 Supplier: A-1 Agg. Ticket #: 276626 Mix Design #: 6203AP Cement Factor, sack: 6.2 Sack Max. Size Agg•+ in.: III Admixture: Sika 161 SAMPLE DATA .................................................................................................. Specimen sampled from: Footings Line A.2 1.5-7 Slump, inches (ASTM C 143): 4" Date Cast: 08/19/06 Air Temp. - Fahrenheit: 86 Date Delivered: 8/20/2006 Mix Temp. - Fahrenheit: 75 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. 75488-1 75488-2 75488-3 75488-4 Date Tested: 8/26/2006 9/16/2006 9/16/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 81740 Comp. Strength, psi: 2890 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: 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 #4941 -1 JDE #J1 6970 2001 S.E. 10th Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Grout Mix Design #: RS20OP44 Supplier: Robertson Cement Factor, sack: N/A Ticket 4457201 Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA Specimen sampled from: Top Out Lines 14 D+D. 8 Slump, inches (ASTM C 143): 911 Date Cast: 07/29/06 Air Temp. - Fahrenheit: 86 Date Delivered: 7/31/2006 Mix Temp. - Fahrenheit: 82 Sampled by: Micheal G. Unit Weight, pef (ASTM C138): N/A Design Strength, psi• 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 62034-1 62034-2 62034-3 62034-4 Date Tested: 8/5/2006 8/26/2006 8/26/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.7 10.6 10.9 Ultimate Load, lbs.: 20470 26420 28880 Comp. Strength, psi: 1910 2490 2650 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2570 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. loth 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 #: 276726 Max. Size A gg., in.: 1" Admixture: Sika 161 Sika AER SAMPLE DATA .................................................................................................. Specimen sampled from: West Retaining Wall at Loading Dock Slump, inches (ASTM C 143): 5" 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 Comp. Strength, psi: 2760 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: 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 #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Supplier: A-1 Ticket #: 276689 SAMPLE DATA Mix Design #: Cement Factor, sack: Max. Size Agg., in.: Admixture: Specimen sampled from: Island in Parking Lot South of Main Structure 276689 6 Sack III Sika 161 and Sika AER 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: 86 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.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 71960 Comp. Strength, psi: 2550 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: 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 #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: N/A Supplier: A-1 Thousand Palms Cement Factor, sack: N/A Ticket #: 276741 Max. Size Agg., in.: 1" Admixture: Sika 161 Sika AER SAMPLE DATA .................................................................................................. Specimen sampled from: Curb Planter South Side of Parking Lot 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 6xl2 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 65660 Comp. Strength, psi: 2320 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: 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 #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design #: 693AP Supplier: A-1 Cement Factor, sack: 6.9 Sack Ticket #: 275777 Max. Size Agg., in.: 1" Admixture: Sika 161 SAMPLE DATA .................................................................................................. Specimen sampled from: Pilaster at B 13 Slump, inches (ASTM C 143): 5" Date Cast: 08/02/06 Air Temp. - Fahrenheit: 77 Date Delivered: 8/3/2006 Mix Temp. - Fahrenheit: 80 Sampled by: William T. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 75773-1 75773-2 75773-3 75773-4 Date Tested: 8/9/2006 8/30/2006 8/30/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 82950 115970 118850 Comp. Strength, psi: 2930 4100 4200 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 4150 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST IZEPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Supplier: A-1 Ticket #: 276-821 Mix Design #: Cement Factor, sack: Max. Size Agg., in.: Admixture: 6002AP 6 Sack 1" Sika 161 Sika AER SAMPLE DATA .................................................................................................. Specimen sampled from: Curb Planter North End Parking Lot Slump, inches (ASTM C 143): 4" Date Cast: 08/24/06 Air Temp. - Fahrenheit: 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 6xl2 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 71810 Comp. Strength, psi: 2540 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: 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 #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Concrete Mix Design N: 6002AP Supplier: A-1 Cement Factor, sack: 6 Sack Ticket #: 275853 Max. Size Agg., in.; 1" Admixture: Sika 161 SAMPLE DATA .................................................................................................. Specimen sampled from: Curb at East Side of Parking Lot Slump, inches (ASTM C 143): 4" Date Cast: 08/03/06 Air Temp. - Fahrenheit: 81 Date Delivered: 8/4/2006 Mix Temp. - Fahrenheit: 83 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. 75774-1 75774-2 75774-3 75774-4 Date Tested: 8/10/2006 8/31/2006 8/31/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 73940 100640 99390 Comp. Strength, psi: 2620 3560 3520 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3540 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Supplier: A-1 Ticket #: 276885 Mix Design #: Cement Factor, sack: Max. Size Agg., in.: Admixture: 6203AP 6.2 Sack 1" Sika 161 Sika AER SAMPLE DATA................................................................................. .................................................................................................. Specimen sampled from: Refer Slab Adjacent to Loading Dock Slump, inches (ASTM C 143): 5" 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 C231): 4.6% LABORATORY DATA Specimen No. 75487 75487 75487 75487 Date Tested: 9/l/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 Comp. Strength, psi: 2480 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Remarks: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division �Kra.Za1 8tiASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 25, 2006 Wal-Mart Sam Sanchez 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE 016970 79-315 Hwy I I I La Quinta, CA Mr. Sanchez, Project No. 11606017 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 #: 6002AP Supplier: A-1 Thousand Palms Cement Factor, sack: 6 Sack Ticket #: 276584 Max. Size Agg., in.: 1" Admixture: Sika 161 ADAl Sika AER SAMPLE DATA Specimen sampled from: Curb and Gutter South Entrance From Palms Slump, inches (ASTM C 143): 4 1/2" Date Cast: 08/18/06 Air Temp. - Fahrenheit: 84 Date Delivered: 8/19/2006 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. 75490-1 75490-2 75490-3 75490-4 Date Tested: 8/25/2006 9/15/2006 9/15/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6xl2 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 78060 Comp. Strength, psi: 2760 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: 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 #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6053P Supplier: A-1 Thousand Palms Cement Factor, sack: 6 Sack Ticket #: 276608 Max. Size Agg., in.: 3/4" Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: N. C. B. on Dun Palms Road Slump, inches (ASTM C 143): 3" Date Cast: 08/18/06 Air Temp. - Fahrenheit: 89 Date Delivered: 8/19/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 147.4 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1.3% LABORATORY DATA Specimen No. 84369-1 84369-2 84369-3 84369-4 Date Tested: 8/25/2006 9/15/2006 9/15/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6xl2 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 96480 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 Sam Sanchez Re: Sams Club Store #4941; JDE 416970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #• 6002AP Supplier: A-1 Cement Factor, sack: 6 Sack Ticket #: 276509 Max. Size A gg., in.: 1" Admixture: Sika 161 SAMPLE DATA .................................................................................................. Specimen sampled from: Planter Box Middle of Parking Lot Slump, inches (ASTM C 143): 4 1/4" Date Cast: 08/17/06 Air Temp. - Fahrenheit: 81 Date Delivered: 8/18/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): 147.7 Design Strength, psi: 3500 Air Content, % (ASTM C231): 4.1% LABORATORY DATA Specimen No. 75780-1 75780-2 75780-3 75780-4 Date Tested: 8/24/2006 9/14/2006 9/14/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 78220 Comp. Strength, psi: 2770 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Remarks: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST IMPORT (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 #: ES06032 Supplier: A-1 Concrete Cement Factor, sack: N/A Ticket #: 13477526 Max. Size A gg., in.: 1" Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: 30" Foundation Piles on (0.8) Line Slump, inches (ASTM C 143): 4" Date Cast: 07/27/06 Air Temp. - Fahrenheit: 107 Date Delivered: 7/28/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Michael G Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 62028-1 62028-2 62028-3 62028-4 Date Tested: 8/3/2006 8/24/2006 8/24/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 76740 109870 105880 Comp. Strength, psi: 2710 3890 3750 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3820 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division 4UKraZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 23, 2006 Wal-Mart Sam Sanchez 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete & Masonry Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy I I I La Quinta, CA Mr. Sanchez, Project No. 11606017 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. Z�:' Darren Coleman Project Manager cc: With Offices Serving the Western United States 4221 Brickell Street, Ontario, CA 91761 Telephone (909) 9744400 Fax (909) 9744022 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA.......................................................................................................... Specimen: Grout Mix Design #: RS20OP44 Supplier: Robertson Cement Factor, sack: N/A Ticket #: 4457031 Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: 4th Lift on Line D Slump, inches (ASTM C 143): 9" Date Cast: 07/26/06 Air Temp. - Fahrenheit: 90 Date Delivered: 7/28/2006 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 LABORATORYDATA.......................................................................................... Specimen No. 62033-1 62033-2 62033-3 62033-4 Date Tested: 8/2/2006 8/23/2006 8/23/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.9 10.5 10.7 Ultimate Load, lbs.: 17490 24860 26960 Comp. Strength, psi: 1600 2370 2520 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2450 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 101% ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Agg. Cement Factor, sack: 6 Sack Ticket N: 276470 Max. Size Agg., in.: ill Admixture: Sika 161 / 23 ADA I SAMPLE DATA Specimen sampled from: Curb and Gutter South Side of Structure Slump, inches (ASTM C 143): 511 Date Cast: 08/16/06 Air Temp. - Fahrenheit: 83 Date Delivered: 8/17/2006 Mix Temp. - Fahrenheit: 80 Sampled by: Mike T. Unit Weight, pef (ASTM C138): 147.9 Design Strength, psi: 3500 Air Content, % (ASTM C231): 4.1% LABORATORYDATA ............................................................................. Specimen No. 75783-1 75783-2 75783-3 75783-4 Date Tested: 8/23/2006 9/13/2006 9/13/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6xl2 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 77180 Comp. Strength, psi: 2730 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 14,'PORT (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 Agg. Cement Factor, sack: 6.2 Sack Ticket #: 276475 Max. Size Agg., in.: III Admixture: Sika 161/ Air 23 ADA I SAMPLEDATA ........ ........ ........ ........ ........ ........ Specimen sampled from: Footing of West Retaining Wall at Loading Dock Slump, inches (ASTM C 143): 4 1/2" Date Cast: 08/16/06 Air Temp. - Fahrenheit: 85 Date Delivered: 8/17/2006 Mix Temp. - Fahrenheit: 78 Sampled by: Eddie A. Unit Weight, pcf (ASTM C138): 148.1 Design Strength, psi: 3000 Air Content, % (ASTM C231): 4.3% ............. LABORATORY DATA Specimen No. 75779-1 75779-2 75779-3 75779-4 Date Tested: 8/23/2006 9/13/2006 9/13/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 90860 Comp. Strength, psi: 3210 Type of Fracture: Shear Shear Shear Tested By: EA Average Strength: Date of Report: Remarks: Respectfully submitted, KRAZAN & ASSOCIATES, INC. Materials Testing Division 4UKraZa1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 22, 2006 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, Project No. 11606017 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 4J16970 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 #: 4456970 Max. Size Agg., in.: 3/8" Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: 3rd Lift on D Line Slump, inches (ASTM C 143): 9" Date Cast: 07/25/06 Air Temp. - Fahrenheit: 86 Date Delivered: 7/27/2006 Mix Temp. - Fahrenheit: 79 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. 62032-1 62032-2 62032-3 62032-4 Date Tested: 8/l/2006 8/22/2006 8/22/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 3x6 3x6 3x6 Area, sq. in.: 10.8 10.5 10.6 Ultimate Load, lbs.: 17160 25280 25120 Comp. Strength, psi: 1590 2410 2370 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2390 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Concrete Cement Factor, sack: 6 Sack Ticket #: 275319 Max. Size Agg., in.: 1" Admixture: Sika 161 SAMPLE DATA .................................................................................................. Specimen sampled from: Curb South of Service Station Slump, inches (ASTM C 143): 4" Date Cast: 07/25/06 Air Temp. - Fahrenheit: 95 Date Delivered: 7/26/2006 Mix Temp. - Fahrenheit: 90 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. 75771-1 75771-2 75771-3 75771-4 Date Tested: 8/l/2006 8/22/2006 8/22/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 77800 99230 100350 Comp. Strength, psi: 2750 3510 3550 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3530 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associates Cement Factor, sack: 5.7 Sack Ticket #: 6303737 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA.................................................................................................. Specimen sampled from: Floor Slab G.2 at 2.4 Slump, inches (ASTM C 143): 4" Date Cast: 08/12/06 Air Temp. - Fahrenheit: 82 Date Delivered: 8/13/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 147.2 Design Strength, psi: 3500 Air Content, % (ASTM C231): 2 2% LABORATORY DATA Specimen No. 74933-1 74933-2 74933-3 74933-4 Date Tested: 8/19/2006 9/9/2006 9/9/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 106900 Comp. Strength, psi: 3780 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 IZEPORT (ASTM C399 ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Sam Sanchez Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth 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.: 3/8" Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: 4th Lift Line 14 Slump, inches (ASTM C 143): N/A Date Cast: 07/24/06 Air Temp. - Fahrenheit: 107 Date Delivered: 7/26/2006 Mix Temp. - Fahrenheit: 82 Sampled by: Michael G. Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 2000 Air Content, % (ASTM C231): N/A LABORATORY DATA .........................................%%,X..........V : Specimen No. 62031-1 62031-2 62031-3 62031-4 Date Tested: 7/31/2006 8/21/2006 8/21/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 2x4 2x4 2x4 Area, sq. in.: 3.14 3.14 3.14 Ultimate Load, lbs.: 6380 8190 8940 Comp. Strength, psi: 2030 2610 2850 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2730 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: CC15721 Supplier: Associated Cement Factor, sack: 5.7 Sack Ticket #: 6303715 Max. Size Agg., in.: 1 1/2" Admixture: Pozz 20ON SAMPLE DATA .................................................................................................. Specimen sampled from: Base of East Freezer Pad Slump, inches (ASTM C 143): 4" Date Cast: 08/11/06 Air Temp. - Fahrenheit: 95 Date Delivered: 8/12/2006 Mix Temp. - Fahrenheit: 92 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. 75778-1 75778-2 75778-3 75778-4 Date Tested: 8/18/2006 9/8/2006 9/8/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 93190 Comp. Strength, psi: 3300 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 #: 60002AP Supplier: A -I 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 Slump, inches (ASTM C 143): 4 1/2" 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): 5.1% 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.: 6x12 6xI2 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 73820 99220 100640 Comp. Strength, psi: 2610 3510 3560 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 3540 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. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA .......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Agg. Inc. Cement Factor, sack: 6 Sack Ticket #: 276270 Max. Size Agg., in.: 1'1 Admixture: Sika 161 SAMPLE DATA .................................................................................................. Specimen sampled from: 1st Diamond C and G North of South Entrance Slump, inches (ASTM C 143): 3 1/2" Date Cast: 08/11/06 Air Temp. - Fahrenheit: 92 Date Delivered: 8/12/2006 Mix Temp. - Fahrenheit: 88 Sampled by: Don C. Unit Weight, pcf (ASTM C138): 147.9 Design Strength, psi: 3500 Air Content, % (ASTM C231): 4.1% LABORATORYDATA................................................................................... Specimen No. 74934-1 74934-2 74934-3 74934-4 Date Tested: 8/18/2006 9/8/2006 9/8/2006 Age, days: 7 28 28 Hold Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 69590 Comp. Strength, psi: 2460 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. loth 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: D.8 Line 3rd Lift 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 LABORATORYDATA.......................................................................................... 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 6370 6750 Comp. Strength, psi: 1590 2030 2150 Type of Fracture: Shear Shear Shear Tested By: EA EA EA Average Strength: 2090 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division MENWIM = KraZaZ &ASSOCIATES, INC. - D GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION MAY 04 2007 March 28, 2007 Wal-Mart Gene Oberlander 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Oberlander, Project No. 11606017 CITY OF LA QUINTA 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 693AP Type IIIV Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 286422 Max. Size Agg., in.: 1" Admixture: SIKA 16 1 -POZZTYPF- AIRADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Sidewalk @ A.2 5.5 Slump, inches (ASTM C 143): 4.5" Date Cast: 02/27/07 Air Temp. - Fahrenheit: 65 Date Delivered: 2/28/2007 Mix Temp. - Fahrenheit: 77 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. 84480-1 84480-2 84480-3 84480-4 Date Tested: 3/6/2007 3/27/2007 3/27/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 90980 Comp. Strength, psi: 3220 Type of Fracture: Shear Tested By: SK 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.: 116 06017 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 560-c-3250 Supplier: Desert ready mix Cement Factor, sack: 6 sack Ticket #: 87887 Max. Size Agg., in.: 1" Admixture: NA SAMPLE DATA .................................................................................................. Specimen sampled from: Catch basin NE of project on dune palms road. Slump, inches (ASTM C 143): 4.5" Date Cast: 02/15/07 Air Temp. - Fahrenheit: 60 Date Delivered: 2/16/2007 Mix Temp. - Fahrenheit: 66 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): NA Design Strength, psi: 3250 Air Content, % (ASTM C231): NA LABORATORY DATA.......................................................................................... Specimen No. 88495-1 88495-2 88495-3 88495-4 Date Tested: 2/22/2007 3/15/2007 3/15/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 62260 Comp. Strength, psi; 2200 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6.9 SK V Supplier: A-1 Aggregates Cement Factor, sack: N/A Ticket #: 2847333 Max. Size A Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: Handicap Access Ramp N.W corner Bldg Slump, inches (ASTM C 143): 2" Date Cast: 01 /25/07 Air Temp. - Fahrenheit: 80 Date Delivered: 1/26/2007 Mix Temp. - Fahrenheit: 79 Sampled by: Rick D Unit Weight, pcf (ASTM C138): N/A Design Strength, g gt ,psi: 3500 Air Content, % ASTM C231 : N/A ( ) LABORATORY DATA.......................................................................................... Specimen No. 88026-1 88026-2 88026-3 88026-4 Date Tested: 2/1/2007 2/22/2007 2/22/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 100980 129600 132119 Comp. Strength, psi: 3570 4580 4670 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4630 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA.............................................................. Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 aggregates Cement Factor, sack: 6 sack Ticket #: 285967 Max. Size Agg., in.: 1" Admixture: 161 sika Air 23ADA1 SAMPLE DATA .................................................................................................. Specimen sampled from: Spandral @ S.E entrance to project. Slump, inches (ASTM C 143): 5" Date Cast: 02/16/07 Air Temp. - Fahrenheit: 88 Date Delivered: 2/17/2007 Mix Temp. - Fahrenheit: 78 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): NA Design Strength, psi: 3500 Air Content, % (ASTM C231): NA LABORATORY DATA Specimen No. 88488-1 88488-2 88488-3 88488-4 Date Tested: 2/23/2007 3/16/2007 3/16/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 59820 Comp. Strength, psi: 2120 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA:......................................................................................................... Specimen: Concrete Mix Design #: #560-C-3250 H/V Supplier: Desert ready mix Cement Factor, sack: 6 sack Ticket #: 88043 Max. Size Agg., in.: NA Admixture: NA SAMPLE DATA .................................................................................................. Specimen sampled from: Lid,catch basin NE entrance adj. Dune Palms Slump, inches (ASTM C 143): 4" Date Cast: 02/19/07 Air Temp. - Fahrenheit: 65 Date Delivered: 2/20/2007 Mix Temp. - Fahrenheit: 73 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): NA Design Strength, psi: 3250 Air Content, % (ASTM C231): NA LABORATORY DATA Specimen No. 88494-1 88494-2 88494-3 88494-4 Date Tested: 2/26/2007 3/19/2007 3/19/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 64810 Comp. Strength, psi: 2290 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Supplier: A -I Ticket #: 286212 SAMPLE DATA Mix Design #: Cement Factor, sack: Max. Size Agg., in.: Admixture: Specimen sampled from: Sidewalk with ramps & chevron - ME entrance of project 6002AP Type IIIV 6 1" SIKA 161-AIR23 ADAI Slump, inches (ASTM C 143): 4.5'1 Date Cast: 02/22/07 Air Temp. - Fahrenheit: 61 Date Delivered: 2/23/2007 Mix Temp. - Fahrenheit: 70 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. 88941-1 88941-2 88941-3 88941-4 Date Tested: 3/1/2007 3/22/2007 3/22/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 104480 Comp. Strength, psi: 3700 Type of Fracture: Shear Tested By: SK Average Strength: 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA ........................................................ Specimen: Concrete Mix Design #: 77531 Type IIIV Supplier: Associated Cement Factor, sack: N/A Ticket #: 6312794 Max. Size Agg., in.: 1" Admixture: N/A SAMPLE DATA................................................................................................... Specimen sampled from: S.O.G Slump, inches (ASTM C 143): 4.5" Date Cast: 02/22/07 Air Temp. - Fahrenheit: 68 Date Delivered: 2/23/2007 Mix Temp. - Fahrenheit: 80 Sampled by: Mike T Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 5000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 88490-1 88490-2 88490-3 88490-4 Date Tested: 3/1/2007 3/22/2007 3/22/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 108020 Comp. Strength, psi: 3820 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division To: COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA :.:-*.*.*.,..,.-,..,.,.-..-..-...-.---.-.-...........-..-..........-..-........-..-..-...........-...................-.........-...-.......-.........-................................................... .................................................... Specimen: Concrete Supplier: A-1 Ticket #: 286286 SAMPLE DATA Mix Design #: Cement Factor, sack: Max. Size Agg., in.: Admixture: Specimen sampled from: Sidewalk ADA Ramps@ driveway ME comer of property 6002AP Type 111V 6.0 V N/A Slump, inches (ASTM C 143): 4.511 Date Cast: 02/23/07 Air Temp. - Fahrenheit: 61 Date Delivered: 2/24/2007 Mix Temp. - Fahrenheit: 70 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. 84477-1 84477-2 84477-3 84477-4 Date Tested: 3/2/2007 3/23/2007 3/23/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 83070 Comp. Strength, psi- 2940 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA:......................................................................................................... Specimen: Concrete Mix Design #: ES0625CR Supplier: Arrow Cement Factor, sack: N/A Ticket #: 32176 Max. Size Agg., in.: 3/4" Admixture: SAMPLE DATA.................................................................................................. Specimen sampled from: Grid Lines A.2 - E 4 - 7 Slump, inches (ASTM C 143): 4" Date Cast: 02/12/07 Air Temp. - Fahrenheit: 66 Date Delivered: 2/13/2007 Mix Temp. - Fahrenheit: 69 Sampled by: Rick D Unit Weight, pcf (ASTM C138): 36.8 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1 8% LABORATORY DATA Specimen No. 84782-1 84782-2 84782-3 84782-4 Date Tested: 2/19/2007 3/12/2007 3/12/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 93300 129460 131000 Comp. Strength, psi: 3300 4580 4630 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4610 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA ........................................................ Specimen: Concrete Mix Design #: 6002AP Type IIIV Supplier: A -I Cement Factor, sack: 6.0 Ticket #: 285738 Max. Size Agg., in.: 1" Admixture: N/A SAMPLE DATA Specimen sampled from: Spandrel @ ME corner of project adjacent pine palms rd. Slump, inches (ASTM C 143): 4" Date Cast: 02/14/07 Air Temp. - Fahrenheit: 60 Date Delivered: 2/15/2007 Mix Temp. - Fahrenheit: 68 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. 88487-1 88487-2 88487-3 88487-4 Date Tested: 2/21/2007 3/14/2007 3/14/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.2 Ultimate Load, lbs.: 72290 108640 111320 Comp. Strength, psi: 2560 3840 3950 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3900 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA:......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Type III V Supplier: A -I Cement Factor, sack: 6 Ticket #: 286A52 Max. Size Agg., in.• 1" Admixture: SIKA161 AIR23ADAI SAMPLE DATA Specimen sampled from: Island curb @ ME entrance of project Slump, inches (ASTM C 143): 3.5" Date Cast: 02/21/07 Air Temp. - Fahrenheit: 73 Date Delivered: 2/22/2007 Mix Temp. - Fahrenheit: 75 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. 88489-1 Date Tested: 2/28/2007 Age, days: 7 Nominal Dim., in.: 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 87630 Comp. Strength, psi: 3100 Type of Fracture: Shear Tested By: SK Average Strength: 88489-2 88489-3 88489-4 3/21/2007 3/21/2007 28 28 H 6x12 6x12 6x12 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA....................................................................... Specimen: Concrete Mix Design #: 560 C -3250 Supplier: Desert ready mix Cement Factor, sack: 6 sack Ticket #: 87666 Max. Size Agg., in.: 1 II Admixture: NA SAMPLE DATA .................................................................................................. Specimen sampled from: Catch basin @ NE entry to site. Slump, inches (ASTM C 143): 3" Date Cast: 02/09/07 Air Temp. - Fahrenheit: 75 Date Delivered: 2/10/2007 Mix Temp. - Fahrenheit: 80 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): NA Design Strength, psi: 3250 Air Content, % (ASTM C231): NA LABORATORY DATA Specimen No. 88484-1 88484-2 88484-3 88484-4 Date Tested: 2/16/2007 3/9/2007 3/9/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 61860 113800 115260 Comp. Strength, psi: 2190 4030 4080 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4060 .............................................................................................................................. ............................................................................................................................. .............................................................................................................................. 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA......................................................................................... Specimen: Concrete Mix Design #: 560 C -3250 Supplier: Desert ready mix Cement Factor, sack: 6 sack Ticket #: 87666 Max. Size Agg., in.: 1" Admixture: NA SAMPLE DATA .................................................................................................. Specimen sampled from: Catch basin @ NE entry to site. Slump, inches (ASTM C 143): 3" Date Cast: 02/09/07 Air Temp. - Fahrenheit: 75 Date Delivered: 2/10/2007 Mix Temp. - Fahrenheit: 80 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): NA Design Strength, psi: 3250 Air Content, % (ASTM C231): NA LABORATORY DATA Specimen No. 88484-1 88484-2 88484-3 88484-4 Date Tested: 2/16/2007 3/9/2007 3/9/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 61860 113800 115260 Comp. Strength, psi: 2190 4030 4080 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4060 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA.................................................................... Specimen: Concrete Supplier: A -I Ticket #: 286850 Mix Design #: Cement Factor, sack: Max. Size Agg., in.: Admixture: 6002AP Type IIIV 6 1" SIKA161 AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Medin Curb In Front of ME Entrance Slump, inches (ASTM C 143): 3.5" Date Cast: 03/08/07 Air Temp. - Fahrenheit: 80 Date Delivered: 3/9/2007 Mix Temp. - Fahrenheit: 72 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. 76024-1 76024-2 76024-3 76024-4 Date Tested: 3/15/2007 4/5/2007 4/5/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 83740 Comp. Strength, psi: 2960 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 560-c-3250 Supplier: Desert ready mix Cement Factor, sack: 6 sack Ticket #: 87887 Max. Size Agg., in.: 1" Admixture: NA SAMPLEDATA ..................................................................................... Specimen sampled from: Catch basin NE of project on dune palms road. Slump, inches (ASTM C 143): 4.5" Date Cast: 02/15/07 Air Temp. - Fahrenheit: 60 Date Delivered: 2/16/2007 Mix Temp. - Fahrenheit: 66 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): NA Design Strength, psi: 3250 Air Content, % (ASTM C231): NA LABORATORY DATA.......................................................................................... Specimen No. 88495-1 88495-2 88495-3 88495-4 Date Tested: 2/22/2007 3/15/2007 3/15/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 62260 94830 95170 Comp. Strength, psi: 2200 3350 3370 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3360 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. 1 Oth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA................................................................... Specimen: Concrete Mix Design #: 6002AP - Type IIIV Supplier: A -I Cement Factor, sack: 6 Ticket #: 286709 Max. Size Agg., in.: 1" Admixture: SIKA161 AIRADAI SAMPLE DATA .................................................................................................. Specimen sampled from: S.O.G Slump, inches (ASTM C 143): 2" Date Cast: 03/06/07 Air Temp. - Fahrenheit: 75 Date Delivered: 3/7/2007 Mix Temp. - Fahrenheit: 71 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. 76018-1 76018-2 76018-3 76018-4 Date Tested: 3/13/2007 4/3/2007 4/3/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 86920 Comp. Strength, psi: 3070 Type of Fracture: Shear Tested By: SK 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.: 116 06017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA:......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 aggregates Cement Factor, sack: 6 sack Ticket #: 285683 Max. Size Agg., in.: 1" Admixture: sika 161, air ada 1 SAMPLE DATA .................................................................................................. Specimen sampled from: Curb 30' south of south spandral adjacent dune palms. Slump, inches (ASTM C 143): 3" Date Cast: 02/13/07 Air Temp. - Fahrenheit: 68 Date Delivered: 2/14/2007 Mix Temp. - Fahrenheit: 73 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): NA Design Strength, psi: 3500 Air Content, % (ASTM C231): NA LABORATORY DATA , .. . Specimen No. 88486-1 88486-2 88486-3 88486-4 Date Tested: 2/20/2007 3/13/2007 3/13/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 89760 120120 118010 Comp. Strength, psi: 3180 4250 4170 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4210 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J 16970 2001 S.E. 10th Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA:......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Type IIIV Supplier: Al Aggregates Inc Cement Factor, sack: 6 Ticket #: 2852015 Max. Size Agg., in.: 1" Admixture: SIKA161 AIR 23 SAMPLE DATA ADAI .................................................................................................. Specimen sampled from: S.E Corner @ North Entry Spandrel Slump, inches (ASTM C 143): 3.5" Date Cast: 02/12/07 Air Temp. - Fahrenheit: 65 Date Delivered: 2/13/2007 Mix Temp. - Fahrenheit: 71 Sampled by: Mike T Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 4000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 88485-1 88485-2 88485-3 88485-4 Date Tested: 2/19/2007 3/12/2007 3/12/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 96780 121460 118990 Comp. Strength, psi: 3420 4300 4210 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4260 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 Gene Oberlander Re: Sams Club Store 44941; JDE 4J16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Supplier: A -I Ticket #: 286683 SAMPLE DATA Mix Design #: Cement Factor, sack: Max. Size Agg., in.: Admixture: 6002AP 6 1" SIKA 161-AIR23ADAI Specimen sampled from: Retainer Wall footing S.E corner of project (adjacent to dune palms rd.) Slump, inches (ASTM C 143): 3.5" Date Cast: 03/05/07 Air Temp. - Fahrenheit: 87 Date Delivered: 3/6/2007 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. 76017-1 76017-2 76017-3 76017-4 Date Tested: 3/12/2007 4/2/2007 4/2/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 89350 Comp. Strength, psi: 3160 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA ......................................................... Specimen: Grout Mix Design #: RS20OG42 Supplier: Robertsons Cement Factor, sack: 6 Ticket #: 50143666 Max. Size Agg., in.: 3/8" Admixture: WRDA64 SAMPLE DATA.................................................................................................. Specimen sampled from: Northwall @ S.E corner of project Slump, inches (ASTM C 143): loft Date Cast: 03/09/07 Air Temp. - Fahrenheit: 69 Date Delivered: 3/1 1/2007 Mix Temp. - Fahrenheit: 72 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. 76021-1 76021-2 76021-3 76021-4 Date Tested: 3/16/2007 4/6/2007 4/6/2007 Age, days: 7 28 28 H Nominal Dim., in.: 3x6 3x6 3x6 3x6 Area, sq. in.: 10.9 Ultimate Load, lbs.: 21720 Comp. Strength, psi: 1990 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quints MIXDATA:......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 aggregates Cement Factor, sack: 6 sack Ticket #: 285967 Max. Size Agg., in.: 1 II Admixture: 161 sika Air 23ADA1 SAMPLE DATA Specimen sampled from: Spandral @ S.E entrance to project. Slump, inches (ASTM C 143): 5" Date Cast: 02/16/07 Air Temp. - Fahrenheit: 88 Date Delivered: 2/17/2007 Mix Temp. - Fahrenheit: 78 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): NA Design Strength, psi: 3500 Air Content, % (ASTM C231): NA LABORATORY DATA Specimen No. 88488-1 88488-2 88488-3 88488-4 Date Tested: 2/23/2007 3/16/2007 3/16/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 59820 101560 102310 Comp. Strength, psi: 2120 3590 3620 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3610 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division To: COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Supplier: A -I Ticket #: 286892 SAMPLE DATA Mix Design #: Cement Factor, sack: Max. Size Agg., in.: Admixture: Specimen sampled from: North 100' of sidewalk adjacent dune palms rd 6002AP Type IIIV 6 1" SIKA 16 1 -Air23ADAI Slump, inches (ASTM C 143): 4" Date Cast: 03/09/07 Air Temp. - Fahrenheit: 71 Date Delivered: 3/10/2007 Mix Temp. - Fahrenheit: 73 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. 76019-1 76019-2 76019-3 76019-4 Date Tested: 3/16/2007 4/6/2007 4/6/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 83300 Comp. Strength, psi: 2950 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 6002AP Type III V Supplier: A-1 Cement Factor, sack: 6 Ticket #: 286A52 Max. Size Agg., in.: 1" Admixture: SIKA161 AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Island curb @ ME entrance of project Slump, inches (ASTM C 143): 3.5" Date Cast: 02/21/07 Air Temp. - Fahrenheit: 73 Date Delivered: 2/22/2007 Mix Temp. - Fahrenheit: 75 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. 88489-1 88489-2 88489-3 88489-4 Date Tested: 2/28/2007 3/21/2007 3/21/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 87630 113900 117890 Comp. Strength, psi: 3100 4030 4170 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4100 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 6002 AP Type I11V Supplier: A -I Cement Factor, sack: 6 Ticket #: 287076 Max. Size Agg., in.: V Admixture: SIKA 161 - AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Sidewalk north of ME entrance of project. Slump, inches (ASTM C 143): 5" Date Cast: 03/13/07 Air Temp. - Fahrenheit: 73 Date Delivered: 3/14/2007 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. 76020-1 76020-2 76020-3 76020-4 Date Tested: 3/20/2007 4/10/2007 4/10/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 67700 Comp. Strength, psi: 2390 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store 44941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA:......................................................................................................... Specimen: Concrete Mix Design #: 9560-C-3250 11N Supplier: Desert ready mix Cement Factor, sack: 6 sack Ticket #: 88043 Max. Size Agg., in.: NA Admixture: NA SAMPLE DATA.................................................................................................. .................................................................................................. Specimen sampled from: Lid,catch basin NE entrance adj. Dune Palms Slump, inches (ASTM C 143): 4" Date Cast: 02/19/07 Air Temp. - Fahrenheit: 65 Date Delivered: 2/20/2007 Mix Temp. - Fahrenheit: 73 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): NA Design Strength, psi: 3250 Air Content, % (ASTM C231): NA LABORATORY DATA.......................................................................................... Specimen No. 88494-1 88494-2 88494-3 88494-4 Date Tested: 2/26/2007 3/19/2007 3/19/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 64810 106580 104910 Comp. Strength, psi: 2290 3770 3710 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3740 .............................................................................................................................. ............................................................................................................................. .............................................................................................................................. 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Cement Factor, sack: 6 sack Ticket #: 285372 Max. Size Agg., in.: 1" Admixture: WRDA 64 SAMPLE DATA .................................................................................................. Specimen sampled from: NW. corner of new pour strip @ truck turn around. Slump, inches (ASTM C 143): 4.75 Date Cast: 02/07/07 Air Temp. - Fahrenheit: 81 Date Delivered: 2/8/2007 Mix Temp. - Fahrenheit: 80 Sampled by: Mike Thomas Unit Weight, pcf (ASTM C138): NA Design Strength, psi: 4000 Air Content, % (ASTM C231): NA LABORATORY DATA.......................................................................................... Specimen No. 88481-1 88481-2 88481-3 88481-4 Date Tested: 2/14/2007 3/7/2007 3/7/2007 4/4/2007 Age, days: 7 28 28 56 Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 66930 92200 88150 Comp. Strength, psi: 2370 3260 3120 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3190 Date of Report: Respectfully submitted, Remarks: Low compression test results for 28 day specimen, in result a 56 day compression test will be performed. KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA................................................................................................... .... Specimen: Concrete Mix Design #: 693AP Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 286464 Max. Size Agg., in.: 1" Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: Outside entrance to mezzanine Slump, inches (ASTM C 143): 4" Date Cast: 02/28/07 Air Temp. - Fahrenheit: 70 Date Delivered: 3/1/2007 Mix Temp. - Fahrenheit: 64 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. 13730-1 13730-2 13730-3 13730-4 Date Tested: 3/7/2007 3/28/2007 3/28/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 90100 Comp. Strength, psi: 3190 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 6002AP Type IIIV Supplier: A-1 Cement Factor, sack: 6 Ticket #: 287425 Max. Size Agg., in.: 1" Admixture: SIKA 161 AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: median on dune palms rd Slump, inches (ASTM C 143): 5" Date Cast: 03/19/07 Air Temp. - Fahrenheit: 68 Date Delivered: 3/20/2007 Mix Temp. - Fahrenheit: 75 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. 88682-1 88682-2 88682-3 88682-4 Date Tested: 3/26/2007 4/16/2007 4/16/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 79780 Comp. Strength, psi: 2820 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6002AP Type I1IV Supplier: A -I Cement Factor, sack: 6.0 Ticket #: 287368 Max. Size Agg., in.: 1" Admixture: SIKA 161-AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Dune Palms Rd. median front of S.E entrance Slump, inches (ASTM C 143): 4.5" Date Cast: 03/16/07 Air Temp. - Fahrenheit: 100 Date Delivered: 3/17/2007 Mix Temp. - Fahrenheit: 91 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. 88683-1 88683-2 88683-3 88683-4 Date Tested: 3/23/2007 4/13/2007 4/13/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 88980 Comp. Strength, psi: 3150 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA:......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Type IIIV Supplier: A -I Cement Factor, sack: 6.0 Ticket #: 287396 Max. Size Agg., in.: I to Admixture: SIKA 161-AIR23ADAI SAMPLE DATA Specimen sampled from: Median -front of south east entrance Slump, inches (ASTM C 143): 4.5" Date Cast: 03/17/07 Air Temp. - Fahrenheit: 85 Date Delivered: 3/18/2007 Mix Temp. - Fahrenheit: 75 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. 84622-1 84622-2 84622-3 84622-4 Date Tested: 3/24/2007 4/14/2007 4/14/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 77570 Comp. Strength, psi: 2740 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA........................................................................................................ Specimen; Concrete Mix Design #: 693AP Type IIIV Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 286422 Max. Size Agg., in.: 1" Admixture: SIKA 161-POZZTYPF- SAMPLE DATA AIRADAI ............. . .................................................................................................. Specimen sampled from: Sidewalk @ A.2 5.5 Slump, inches (ASTM C 143): 4.5" Date Cast: 02/27/07 Air Temp. - Fahrenheit: 65 Date Delivered: 2/28/2007 Mix Temp. - Fahrenheit: 77 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. 84480-1 84480-2 84480-3 84480-4 Date Tested: 3/6/2007 3/27/2007 3/27/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 90980 126410 129760 Comp. Strength, psi: 3220 4470 4590 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4530 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA:......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Type IIIV Supplier: A-1 Cement Factor, sack: 6.0 Ticket #: 287494 Max. Size Agg., in.: 1" Admixture: SIKA 161-AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Dune Palms median between SE & NE entrances Slump, inches (ASTM C 143): 4" Date Cast: 03/20/07 Air Temp. - Fahrenheit: 68 Date Delivered: 3/21/2007 Mix Temp. - Fahrenheit: 76 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. 84623-1 84623-2 84623-3 84623-4 Date Tested: 3/27/2007 4/17/2007 4/17/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 83960 Comp. Strength, psi: 2970 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA:......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Type IIIV Supplier: A -I Cement Factor, sack: 6.0 Ticket #: 286286 Max. Size Agg., in.: 1" Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: Sidewalk ADA Ramps @ driveway ME corner of property Slump, inches (ASTM C 143): 4.5" Date Cast: 02/23/07 Air Temp. - Fahrenheit: 61 Date Delivered: 2/24/2007 Mix Temp. - Fahrenheit: 70 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. 84477-1 84477-2 84477-3 84477-4 Date Tested: 3/2/2007 3/23/2007 3/23/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 83070 121930 125000 Comp. Strength, psi: 2940 4310 4420 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4370 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division (XaZ;an &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 28, 2007 Wal-Mart Gene Oberlander 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy I I I La Quinta, CA Mr. Oberlander, Project No. 11606017 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J 16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Supplier: A-1 Ticket #: 285738 SAMPLE DATA Mix Design #: Cement Factor, sack: Max. Size Agg., in.: Admixture: Specimen sampled from: Spandrel @ N.E corner of project adjacent pine palms rd 6002AP Type 11IV 6.0 III N/A Slump, inches (ASTM C 143): 4" Date Cast: 02/14/07 Air Temp. - Fahrenheit: 60 Date Delivered: 2/15/2007 Mix Temp. - Fahrenheit: 68 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. 88487-1 88487-2 88487-3 88487-4 Date Tested: 2/21/2007 3/14/2007 3/14/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6xl2 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 72290 Comp. Strength, psi: 2560 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division ladKraZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 2, 2007 Wal-Mart Gene Oberlander 2001 S.E.10th Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy I I I La Quinta, CA Mr. Oberlander, Project No. 11606017 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: #693AP Type 11/V Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: 283398 Max. Size Agg., in.: 1" Admixture: Sika 161 - Air23 ADA1-Type F Pozz SAMPLE DATA.................................................................................................. Specimen sampled from: Curb @ a1.6 Slump, inches (ASTM C 143): 4" Date Cast: 12/28/06 Air Temp. - Fahrenheit: 58 Date Delivered: 12/29/2006 Mix Temp. - Fahrenheit: 62 Sampled by: Mike Thomas Unit Weight, pcf (ASTM C138): na Design Strength, psi: 3500 Air Content, % (ASTM C231): na LABORATORY DATA Specimen No. 62319-1 62319-2 62319-3 62319-4 Date Tested: 1/4/2007 1/25/2007 1/25/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 90570 126650 131480 Comp. Strength, psi: 3200 4480 4650 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4570 Date of Report: 12/28/06 Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 116 06017 Gene Oberlander Re: Sams Club Store #4941; JDE #J 16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: #693ap type 11/v Supplier: A 1 Cement Factor, sack: 6.9 Ticket #: 283168 Max. Size Agg., in.: 1# Admixture: sika 161 aira3adai type SAMPLE DATA f pozz ................. . .................................................................................................. Specimen sampled from: curb @ b9 Slump, inches (ASTM C 143): 5# Date Cast: 12/21/06 Air Temp. - Fahrenheit: 55 Date Delivered: 12/22/2006 Mix Temp. - Fahrenheit: 62 Sampled by: Mike Thomas Unit Weight, pcf (ASTM C138): na Design Strength, psi: 3500 Air Content, % (ASTM C231): na LABORATORY DATA Specimen No. 62324-1 62324-2 62324-3 62324-4 Date Tested: 12/28/2006 1/18/2007 1/18/2007 Age, days: 7 28 28 h Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 71630 98973 102900 Comp. Strength, psi: 2530 3500 3640 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3570 Date of Report: 12/21/06 Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) To: Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA................................................................ Specimen: Concrete Mix Design #: 693AP Type IIIV Supplier: A -I Cement Factor, sack: 6.9 Ticket #: 282837 Max. Size Agg., in.: 1" Admixture: SIKA161-AIR23ADAI- TYPE F POZZ SAMPLE DATA.................................................................................................. .................................................................................................. Specimen sampled from: Curbs @ grid B, 8-11 Slump, inches (ASTM C 143): 5" Date Cast: 12/15/06 Air Temp. - Fahrenheit: 50 Date Delivered: 12/16/2006 Mix Temp. - Fahrenheit: 64 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. 84693-1 84693--2 84693-3 84693-4 Date Tested: 12/22/2006 1/12/2007 1/12/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 85560 106200 107810 Comp. Strength, psi: 3030 3760 3810 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3790 .............................................................................................................................. 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J 16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA....................................................................... Specimen: Concrete Mix Design #: 693AP - Type IIIV Supplier: A-1 Cement Factor, sack: 6.9 Ticket #: 283043 Max. Size Agg., in.: 1" Admixture: SIKA 161-AIR23ADAI- Type F Pozz SAMPLE DATA.................................................................................................. .................................................................................................. Specimen sampled from: Curb @ A.2, 3 Slump, inches (ASTM C 143): 5" Date Cast: 12/19/06 Air Temp. - Fahrenheit: 60 Date Delivered: 12/20/2006 Mix Temp. - Fahrenheit: 64 Sampled by: Mike T Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A 11.E.1111tv:%1111:Alm 17NIF:1 Specimen No. 88348-1 88348-2 88348-3 88348-4 Date Tested: 12/26/2006 1/16/2007 1/16/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 91270 127500 134270 Comp. Strength, psi: 3230 4510 4750 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4630 .............................................................................................................................. .......................................................................................................................................................................................................................... .................................... Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division -71 Krazarl&ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 21, 2007 Wal-Mart Gene Oberlander 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Oberlander, Project No. 11606017 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 6.9 SK V Supplier: A -I Aggregates Cement Factor, sack: N/A Ticket #: 2847333 Max. Size Agg•+ in.: 3/4" Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: Handicap Access Ramp N.W corner Bldg Slump, inches (ASTM C 143): 2" Date Cast: 01/25/07 Air Temp. - Fahrenheit: 80 Date Delivered: 1/26/2007 Mix Temp. - Fahrenheit: 79 Sampled by: Rick D Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA.......................................................................................... Specimen No. 88026-1 88026-2 88026-3 88026-4 Date Tested: 2/1/2007 2/22/2007 2/22/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 100980 Comp. Strength, psi: 3570 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J 16970 2001 S.E. loth Street 79-315 Hwy i l l Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 560 C -3250 Supplier: Desert ready mix Cement Factor, sack: 6 sack Ticket #: 87666 Max. Size Agg., in.: 1" Admixture: NA SAMPLE DATA .................................................................................................. Specimen sampled from: Catch basin @ NE entry to site. Slump, inches (ASTM C 143): 3" Date Cast: 02/09/07 Air Temp. - Fahrenheit: 75 Date Delivered: 2/10/2007 Mix Temp. - Fahrenheit: 80 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): NA Design Strength, psi: 3250 Air Content, % (ASTM C231): NA LABORATORY DATA Specimen No. 88484-1 88484-2 88484-3 88484-4 Date Tested: 2/16/2007 3/9/2007 3/9/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 61860 Comp. Strength, psi: 2190 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J 16970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA.................................................................................. Specimen: Concrete Mix Design #: ES0625CR Supplier: Arrow Cement Factor, sack: N/A Ticket #: 32176 Max. Size Agg., in.: 3/4" Admixture: SAMPLE DATA.................................................................................................. Specimen sampled from: Grid Lines A.2 - E 4 - 7 Slump, inches (ASTM C 143): 4" Date Cast: 02/12/07 Air Temp. - Fahrenheit: 66 Date Delivered: 2/13/2007 Mix Temp. - Fahrenheit: 69 Sampled by: Rick D Unit Weight, pcf (ASTM C138): 36.8 Design Strength, psi: 3500 Air Content, % (ASTM C231): 1 8% LABORATORY DATA Specimen No. 84782-1 84782-2 84782-3 84782-4 Date Tested: 2/19/2007 3/12/2007 3/12/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 93300 Comp. Strength, psi: 3300 Type of Fracture: Shear Tested By: SK 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J 16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 6002AP Type II1V Supplier: Al Aggregates Inc Cement Factor, sack: 6 Ticket #: 2852015 Max. Size Agg., in.: 1" Admixture: SIKA161 AIR 23 ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: S.E Corner @ North Entry Spandrel Slump, inches (ASTM C 143): 3.5" Date Cast: 02/12/07 Air Temp. - Fahrenheit: 65 Date Delivered: 2/13/2007 Mix Temp. - Fahrenheit: 71 Sampled by: Mike T Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 4000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 88485-1 88485-2 88485-3 88485-4 Date Tested: 2/19/2007 3/12/2007 3/12/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 96780 Comp. Strength, psi: 3420 Type of Fracture: Shear Tested By: SK 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.: 116 06017 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 aggregates Cement Factor, sack: 6 sack Ticket #: 285683 Max. Size Agg., in.: 1" Admixture: sika 161, air ada 1 SAMPLE DATA .................................................................................................. Specimen sampled from: Curb 30' south of south spandral adjacent dune palms. Slump, inches (ASTM C 143): 3" Date Cast: 02/13/07 Air Temp. - Fahrenheit: 68 Date Delivered: 2/14/2007 Mix Temp. - Fahrenheit: 73 Sampled by: Mike T. Unit Weight, pcf (ASTM C138): NA Design Strength, psi: 3500 Air Content, % (ASTM C231): NA LABORATORY DATA.......................................................................................... Specimen No. 88486-1 88486-2 88486-3 88486-4 Date Tested: 2/20/2007 3/13/2007 3/13/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6xl2 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 89760 Comp. Strength, psi: 3180 Type of Fracture: Shear Tested By: SK Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division OF aza1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 12, 2007 Wal-Mart Gene Oberlander 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Oberlander, Project No. 11606017 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. °r Respectfully submitted, Krazan & Associates, Inc. '/�O_ 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA.......................................................................................................... Specimen: Concrete Mix Design #: 6002AP Type IIIV Supplier: A -I Cement Factor, sack: 6.0 Ticket #: 287244 Max. Size Agg., in.: 1" Admixture: SIKA161- AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Sidewalk south of corner Hwy 111 & Dune Palms (west side of Dune Palms) Slump, inches (ASTM C 143): 5" Date Cast: 03/15/07 Air Temp. - Fahrenheit: 82 Date Delivered: 3/16/2007 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. 88659-1 88659-2 88659-3 88659-4 Date Tested: 3/22/2007 4/12/2007 4/12/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 68400 99640 100560 Comp. Strength, psi: 2420 3520 3560 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3540 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA ....................................... Specimen: Concrete Mix Design #: 6002AP Type IIIV Supplier: A -I Cement Factor, sack: 6 Ticket #: 287661 Max. Size Agg., in.: 1" Admixture: SIKA161 AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Island @ S.E entrance to project Slump, inches (ASTM C 143): 5" Date Cast: 03/22/07 Air Temp. - Fahrenheit: 59 Date Delivered: 3/23/2007 Mix Temp. - Fahrenheit: 72 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. 84643-1 84643-2 84643-3 84643-4 Date Tested: 3/29/2007 4/19/2007 4/19/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x 12 6x 12 6x 12 6x 12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 78560 114220 112150 Comp. Strength, psi: 2780 4040 3970 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4010 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. 10th Street 79-315 Hwy 111 Bentonville La Quints MIX DATA Specimen: Concrete Mix Design #: 6002AP Type IIIV Supplier: A -I Cement Factor, sack: 287695 Ticket #: 287695 Max. Size Agg., in.: 1" Admixture: SIKA 161-AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Sidewalk south of S.E entrance to project Slump, inches (ASTM C 143): 4" Date Cast: 03/22/07 Air Temp. - Fahrenheit: 78 Date Delivered: 3/23/2007 Mix Temp. - Fahrenheit: 75 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. 84625-1 84625-2 84625-3 84625-4 Date Tested: 3/29/2007 4/19/2007 4/19/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 74280 110740 111900 Comp. Strength, psi: 2630 3920 3960 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3940 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 6002AP Type IIIV Supplier: A -I Cement Factor, sack: 6 Ticket #: 287681 Max. Size Agg•, in.: III Admixture: SIKA161-AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Corner Adjacent S.E entrance and driveway to loading dock Slump, inches (ASTM C 143): 5" Date Cast: 03/22/07 Air Temp. - Fahrenheit: 72 Date Delivered: 3/23/2007 Mix Temp. - Fahrenheit: 72 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. 88681-1 88681-2 88681-3 88681-4 Date Tested: 3/29/2007 4/19/2007 4/19/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 76390 128610 125180 Comp. Strength, psi: 2700 4550 4430 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4490 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6002AP Supplier: A -I Cement Factor, sack: 6 Ticket #: 297876 Max. Size Agg., in.: 1" Admixture: SIKA 161-AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Curb @ entrance to gas station Slump, inches (ASTM C 143): 5" Date Cast: 03/23/07 Air Temp. - Fahrenheit: 80 Date Delivered: 3/24/2007 Mix Temp. - Fahrenheit: 73 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. 84630-1 84630-2 84630-3 84630-4 Date Tested: 3/30/2007 4/20/2007 4/20/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 73320 101710 99740 Comp. Strength, psi: 2590 3600 3530 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3570 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6002AP Type IIIV Supplier: A -I Cement Factor, sack: 6.0 Ticket #: 287784 Max. Size Agg., in.: III Admixture: SIKA161-AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Median of Dune Palms Rd. Stamped Concrete Slump, inches (ASTM C 143): 5" Date Cast: 03/23/07 Air Temp. - Fahrenheit: 70 Date Delivered: 3/24/2007 Mix Temp. - Fahrenheit: 74 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. 84626-1 84626-2 84626-3 84626-4 Date Tested: 3/30/2007 4/20/2007 4/20/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 74980 118000 114910 Comp. Strength, psi: 2650 4170 4060 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4120 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA ......................................... Specimen: Concrete Mix Design #: 6002 AP Type IIIV Supplier: A-1 Cement Factor, sack: 6 Ticket #: 287076 Max. Size Agg., in.: II I Admixture: SIKA 161 - AIR23ADAI SAMPLE DATA.................................................................................................. Specimen sampled from: Sidewalk north of ME entrance of project. Slump, inches (ASTM C 143): 5" Date Cast: 03/13/07 Air Temp. - Fahrenheit: 73 Date Delivered: 3/14/2007 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. 76020-1 76020-2 76020-3 76020-4 Date Tested: 3/20/2007 4/10/2007 4/10/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 67700 104980 106110 Comp. Strength, psi: 2390 3710 3750 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3730 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 Gene Oberlander 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 #: 6002 AP Supplier: A-1 Agg. Inc. Cement Factor, sack: 6 sack Ticket #: 289622 Max. Size Agg., in.: 1" Admixture: Poz SAMPLE DATA.................................................................................................. Specimen sampled from: 100' W of Dune Palms Rd on Hwy 111 - Curb & Gutter Slump, inches (ASTM C 143): 4" Date Cast: 04/20/07 Air Temp. - Fahrenheit: 75 Date Delivered: 4/21/2007 Mix Temp. - Fahrenheit: 81 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. 88865-1 88865-2 88865-3 88865-4 Date Tested: 4/27/2007 5/18/2007 5/18/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 86960 118400 121130 Comp. Strength, psi: 3080 4190 4280 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4240 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6002AP Type IIIV Supplier: A -I Cement Factor, sack: 6 Ticket #: 287425 Max. Size Agg., in.: 1" Admixture: SIKA161AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: median on dune palms rd Slump, inches (ASTM C 143): 5" Date Cast: 03/19/07 Air Temp. - Fahrenheit: 68 Date Delivered: 3/20/2007 Mix Temp. - Fahrenheit: 75 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. 88682-1 88682-2 88682-3 88682-4 88682-5 Date Tested: 3/26/2007 4/16/2007 4/16/2007 5/14/2007 Age, days: 7 28 28 H 56 Nominal Dim., in.: 6x12 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 28.27 Ultimate Load, lbs.: 79780 84980 86160 100780 Comp. Strength, psi: 2820 3010 3050 3560 Type of Fracture: Shear Shear Shear Shear Shear Tested By: SK SK SK SK SK Average Strength: 3030 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quints MIX DATA Specimen: Concrete Mix Design #: 6002AP Type IIIV Supplier: A-1 Cement Factor, sack: 6.0 Ticket #: 287396 Max. Size Agg., in.: 1" Admixture: SIKA161-AIR23ADAI SAMPLE DATA .................................................................................................. Specimen sampled from: Median -front of south east entrance Slump, inches (ASTM C 143): 4.5" Date Cast: 03/17/07 Air Temp. - Fahrenheit: 85 Date Delivered: 3/18/2007 Mix Temp. - Fahrenheit: 75 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. 84622-1 84622-2 84622-3 84622-4 Date Tested: 3/24/2007 4/14/2007 4/14/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 77570 111800 109910 Comp. Strength, psi: 2740 3950 3890 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3920 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 600 2AP Supplier: Al Cement Factor, sack: 6 Ticket #: 289725 Max. Size Agg., in.: 1 Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: Truck - Placed at Dune Palms Curb & Gutter Slump, inches (ASTM C 143): 5" Date Cast: 04/24/07 Air Temp. - Fahrenheit: 70 Date Delivered: 4/25/2007 Mix Temp. - Fahrenheit: 79 Sampled by: Mike M Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA.......................................................................................... Specimen No. 88655-1 88655-2 88655-3 88655-4 Date Tested: 5/l/2007 5/22/2007 5/22/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 66520 89250 92600 Comp. Strength, psi: 2350 3160 3280 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3220 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 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 600 2AP Supplier: Al Cement Factor, sack: 6 Ticket #: 289690 Max. Size Agg•, in.: lit Admixture: N/A SAMPLE DATA.................................................................................................. Specimen sampled from: Truck - Placed at Hwy 111 & Dune Palms/Curb & Gutter Slump, inches (ASTM C 143): 4" Date Cast: 04/23/07 Air Temp. - Fahrenheit: 70 Date Delivered: 4/24/2007 Mix Temp. - Fahrenheit: 76 Sampled by: Mike M Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3500 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 88035-1 88035-2 88035-3 88035-4 Date Tested: 4/30/2007 5/21/2007 5/21/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 80080 100610 103260 Comp. Strength, psi: 2830 3560 3650 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 3610 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. IOth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6002AP Supplier: A -I Aggregates Cement Factor, sack: 6.0 Ticket #: 289998 Max. Size Agg., in.: 1" Admixture: SIKA 161 SAMPLE DATA .................................................................................................. Specimen sampled from: C & G radius corner Hwy 111 & Dune Palms Rd. Slump, inches (ASTM C 143): 4" Date Cast: 04/26/07 Air Temp. - Fahrenheit: 86 Date Delivered: 4/27/2007 Mix Temp. - Fahrenheit: 88 Sampled by: Don C Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3250 Air Content, % (ASTM C231): N/A LABORATORY DATA.......................................................................................... Specimen No. 88866-1 88866-2 88866-3 88866-4 Date Tested: 5/3/2007 5/24/2007 5/24/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 81140 115860 113940 Comp. Strength, psi: 2870 4100 4030 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4070 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA Specimen: Concrete Mix Design #: 6002AP Supplier: A-1 Agg Cement Factor, sack: 6 Ticket #: 289884 Max. Size Agg., in.: I II Admixture: SIKA 161 SAMPLE DATA .................................................................................................. Specimen sampled from: 250' E of Dune Palms Rd, N Side st on Hwy III Slump, inches (ASTM C 143): 4 1/2" Date Cast: 04/25/07 Air Temp. - Fahrenheit: 81 Date Delivered: 4/26/2007 Mix Temp. - Fahrenheit: 86 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. 88853-1 88853-2 88853-3 88853-4 Date Tested: 5/2/2007 5/23/2007 5/23/2007 Age, days: 7 28 28 H Nominal Dim., in.: 6x12 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 84810 117670 119200 Comp. Strength, psi: 3000 4160 4220 Type of Fracture: Shear Shear Shear Tested By: SK SK SK Average Strength: 4190 Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division cc: KraZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 3, 2007 Wal-Mart Gene Oberlander 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy I I I La Quinta, CA Mr. Oberlander, Project No. 11606017 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 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIXDATA........................................................................................................ Specimen: Concrete Mix Design #: 6002AP Supplier: Al AGGREGATES Cement Factor, sack: 6 Ticket #: 291948 Max. Size Agg., in.: N/A Admixture: N/A SAMPLE DATA .................................................................................................. Specimen sampled from: SIDEWALK NORTH EAST CORNER HWY I I I & DUNE PALMS Slump, inches (ASTM C 143): 6.8 Date Cast: 06/01/07 Air Temp. - Fahrenheit: 76 Date Delivered: 6/2/2007 Mix Temp. - Fahrenheit: 77 Sampled by: 11347 Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA.......................................................................................... Specimen No. 88848-1 88848-2 88848-3 88848-4 Date Tested: 6/8/2007 6/29/2007 6/29/2007 Age, days: 7 28 28 HOLD Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 72990 93200 96010 Comp. Strength, psi: 2580 3300 3400 Type of Fracture: Shear Shear Shear Tested By: SK HK HK Average Strength: 3350 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta MIX DATA ......................................... Specimen: Concrete Mix Design #: 6002AP Supplier: AGGERGATES INC Cement Factor, sack: N/A Ticket #: 291864 Max. Size Agg., in.: N/A Admixture: N/A SAMPLE DATA.................................................................................................. .................................................................................................. Specimen sampled from: NORTH END OF PERIMETER SIDEWALK Slump, inches (ASTM C 143): 5 Date Cast: 05/31/07 Air Temp. - Fahrenheit: 64 Date Delivered: 6/l/2007 Mix Temp. - Fahrenheit: 78 Sampled by: Dino Arroyos 11-347 Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA.......................................................................................... Specimen No. 88847-1 88847-2 88847-3 88847-4 Date Tested: 6/7/2007 6/28/2007 6/28/2007 Age, days: 7 28 28 HOLD Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 28.27 28.27 Ultimate Load, lbs.: 63780 96790 99000 Comp. Strength, psi: 2260 3420 3500 Type of Fracture: Shear Shear Shear Tested By: SK HK HK Average Strength: 3460 .............................................................................................................................. ............................................................................................................................. .............................................................................................................................. 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 Gene Oberlander Re: Sams Club Store #4941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA ....................................................................... Specimen: Concrete Mix Design #: GC560B31 Supplier: Robertsons Cement Factor, sack: 5.9 Ticket #: 5178367 Max. Size Agg., in.: 1 ot Admixture: NONE SAMPLE DATA.................................................................................................. Specimen sampled from: LIGHT STANDARD BASE EAST OF PET SMART Slump, inches (ASTM C 143): 4.5 Date Cast: 06/19/07 Air Temp. - Fahrenheit: 92 Date Delivered: 6/20/2007 Mix Temp. - Fahrenheit: 90 Sampled by: Mike Thomas Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3250 Air Content, % (ASTM C231): N/A LABORATORY DATA.......................................................................................... Specimen No. 90190-1 90190-2 90190-3 90190-4 Date Tested: 6/26/2007 7/17/2007 7/17/2007 Age, days: 7 28 28 HOLD Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 79910 Comp. Strength, psi: 2830 Type of Fracture: Shear Tested By: HK Average Strength: Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division I<raZaZ &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 3, 2007 Wal-Mart Gene Oberlander 2001 S.E. loth Street Bentonville, AR 72716 RE: Concrete Testing Sams Club Store #4941; JDE #J16970 79-315 Hwy 111 La Quinta, CA Mr. Oberlander, Project No. 11606017 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. PDarreiioleman 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 Gene Oberlander Re: Sams Club Store 44941; JDE 016970 2001 S.E. loth Street 79-315 Hwy 111 Bentonville La Quinta MIXDATA................................................................ Specimen: Concrete Mix Design #: 6002AP Supplier: AGGERGATES INC Cement Factor, sack: N/A Ticket #: 291864 Max. Size Agg., in.: N/A Admixture: N/A SAMPLE DATA Specimen sampled from: NORTH END OF PERIMETER SIDEWALK Slump, inches (ASTM C 143): 5 Date Cast: 05/31/07 Air Temp. - Fahrenheit: 64 Date Delivered: 6/l/2007 Mix Temp. - Fahrenheit: 78 Sampled by: 11347 Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA........................................................................................... Specimen No. 88847-1 88847-2 88847-3 88847-4 Date Tested: 6/7/2007 6/28/2007 6/28/2007 Age, days: 7 28 28 HOLD Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 63780 Comp. Strength, psi: 2260 Type of Fracture: Shear Tested By: SK Average Strength: .............................................................................................................................. Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division COMPRESSION TEST REPORT (ASTM C39, ASTM 1019, ASTM 067) Wal-Mart Project No.: 11606017 Gene Oberlander Re: Sams Club Store #4941; JDE #J16970 2001 S.E. loth Street 79-315 Hwy I I I Bentonville La Quinta lu 1 M117.1% F, Specimen: Concrete Mix Design #: 6002AP Supplier: Al AGGREGATES Cement Factor, sack: 6 Ticket #: 291948 Max. Size Agg., in.: N/A Admixture: N/A SAMPLE DATA Specimen sampled from: SIDEWALK NORTH EAST CORNER HWY I I I & DUNE PALMS Slump, inches (ASTM C 143): 6.8 Date Cast: 06/01/07 Air Temp. - Fahrenheit: 76 Date Delivered: 6/2/2007 Mix Temp. - Fahrenheit: 77 Sampled by: 11347 Unit Weight, pcf (ASTM C138): N/A Design Strength, psi: 3000 Air Content, % (ASTM C231): N/A LABORATORY DATA Specimen No. 88848-1 88848-2 88848-3 88848-4 Date Tested: 6/8/2007 6/29/2007 6/29/2007 Age, days: 7 28 28 HOLD Nominal Dim., in.: 6x12 6x12 6x12 Area, sq. in.: 28.27 Ultimate Load, lbs.: 72990 Comp. Strength, psi: 2580 Type of Fracture: Shear Tested By: SK Average Strength: .............................................................................................................................. ............................................................................................................................. .............................................................................................................................. Date of Report: Respectfully submitted, Remarks: KRAZAN & ASSOCIATES, INC. Materials Testing Division