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07-0822 Concrete ReportCorporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-7098 File No.: Permit No.: 07-822 Project No.: 2145D02 Project Name: KOMAR DESERT CENTER- BLDG # D -LA QUINTA 79-793 HWY 111 (JEFFERSON & HWY I l l) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/6/2007 6X 12 28.37 88,255 3,110 Cone 28 12/27/2007 6X 12 28.37 134,995 4,760 Cone 28 12/27/2007 6X 12 28.37 134,755 1 4,750 1 Cone 28H 12/27/2007 . 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By: EDUARDO PEREZ Location: COLUMNS FOUNDATION BLDG D Concrete Supplier: ROBERTSON'S READY MDC Mix No.: 1085A Ticket No.: 5693986 Water added at Site: 0.00 gal.. By Cement Type: Mix Time: 36 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** N A ASTM C172 Date Sampled: 11/29/2007 Date Received: 12/3/2007 Concrete Temp: 72 °F ASTM C1064 Ambient Temp: 64 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. j M.B. (Ben) Lo Chief Engineer 4760 PSI 28 -day compression test complies with the specified strength. I Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC - A Set No.: 7-7098 File No.: .Z —t Permit No.: / 07-822 - Project No.: 21451302 Project Name: rrKOMAR DESERT CENTER- BLDG # D -LA QUINTA x'79-793 HWY 111 (JEFFERSON & HWY 111). LA QUINTA, CA Age Date (Days) Tested Nominal Size Actual Area Load Strength (Sq. Inch) (lbs.) (psi) Type of Fracture 7. 12/6/2007 -6X 12 28.37 88,255 3,110 Cone 28 12/27/2007 6X 12 28.27 28 12/27/2007 6 X 12 • 28.27 28H 1 12/27/2007 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By: EDUARDO PEREZ Location: COLUMNS FOUNDATION BLDG D Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 1085A - Ticket No.: 5693986 Water added at Site: 0.00 gal. By Cement Type: Mix Time: 36 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/29/2007 Date Received: 12/3/2007 Concrete Temp: 72 °F ASTM C1064 Ambient Temp: 64 °F ASTM C1064 Slump: 4.00 • in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B.(Ben) Lo Chief Engineer U Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 i Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 *s CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A' Set No.: 7-6200 File No.: Permit No.: 07-822 Project No.: 2145D02 Project Name: KOMAR DESERT CENTER- BLDG # D -LA QUINTA 79-793 HWY 111 (JEFFERSON & HWY 111) LA QUINTA, CA Age Date (Days) Tested Nominal Size Actual Area Load Strength (Sq. Inch) (lbs.) (psi) Type of Fracture 7 10/5/2007 6X 12 28.37 75,895 2,680 Cone 28 10/26/2007 6X 12 28.27 28 10/26/2007 6X 12 28.27 28H 10/26/2007 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 9/28/2007 Date Received: 10/1/2007 Location: BLDG D PERIMETER BLDG FTG. LINE A BETWEEN 1 TO 4 Concrete Supplier: SUPERIOR READY MIX Concrete Temp: 73 °F ASTM C1064 Mix No.: 1085A Ambient Temp: 68 °F ASTM C1064 Ticket No.: 5526003 Water added at Site: 0.00 gal. By Slump: 4.50 in. ASTM C143 Cement Type: IW Mix Time: 70 min: Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. r M.B. (Ben) Lo Chief Engineer Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6343 up 'File No.: Permit No.: 07-822 Project No.: 21451302 Project Name: KOMAR DESERT CENTER- BLDG # D -LA QUINTA 79-793 HWY 111 (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/15/2007 6X 12 28.37 134,955 4,760 Shear 28 11/5/2007 *6X 12 28.27 28 11/5/2007 6X 12 1 28.27 28H 11/5/2007 6X 12 1 28.27 Specified Strength: 4,500 PSI Sampled By: DONALD SMITH Location: 800 SQ. FT. AREA S.O.G. @ LINE F BETWEEN 3 TO 5 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 62121 Ticket No.: 5653559 Water added at Site: 0.00 gal. By Cement Type: IC Mix Time: 44 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES ' CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 10/8/2007 Date Received: 10/10/2007 . 'Concrete Temp: 72 °F ASTM C1064 Ambient Temp: 65 °F ASTM C1064 Slump: 3.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. l ,1Z M.B. (Ben) Lo Chief Engineer Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6343 1) File No.: Permit No.: 07-822 Project No.: 2145D02 Project Name: KOMAR DESERT CENTER- BLDG # D -LA QUINTA X79-793�HWY_ 111 (JEFFERSON &:HW_Y 111)_ ; LA QUINTA, CA Age Date (Days) Tested Nominal • Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/15/2007 6X 12 28.37 134,955 4,760 Shear 28" 11/5/2007 6X 12 28.37 157,930 5,570 Cone & Split 28 11/5/2007 6X 12 28.37 1 162,270 1 5,720 Shear 28H 11/5/2007- 6X 12 28.27 Specified Strength: 4,500 PSI Sampled By: DONALD SMITH Location: 800 SQ. FT. AREA S.O.G. @ LINE F BETWEEN 3 TO 5 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 62121 Ticket No.: 5653559 Water added at Site: 0.00 gal. By Cement Type: II Mix Time: 44 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 10/8/2007 Date Received: 10/10/2007 Concrete Temp: 72 °F ASTM C1064 Ambient Temp: 65 °F ASTM C1064 Slump: 3.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 5640 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6200 I File No.: Permit No.: 07-822 Project No.: 21451302 Project Name: KOMAR DESERT CENTER- BLDG # D -LA QUINTA 79-793 HWY 111 (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/5/2007 6X 12 28.37 75,895 2,680 Cone 28 10/26/2007 6X 12 28.37 110,105 3,880 Cone 28 10/26/2007 6X 12 28.37 108,605 3,830 Cone 28H 10/26/2007 6X 12 28.27 A Specified Strength: 3,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 9/28/2007 Date Received: 10/1/2007 Location: BLDG D PERIMETER BLDG FTG. LINE A BETWEEN 1 TO 4 Concrete Supplier: SUPERIOR READY MIX Concrete Temp: 73 °F ASTM C1064 Mix No.: 1085A Ambient Temp: 68 °F ASTM C1064 Ticket No.: 5526003 Water added at Site: 0.00 gal. By Slump: 4.50 in. ASTM C143 Cement Type: IW Mix Time: 70 min. Tested at: Anaheim Remarks: Respectfully Submitted, Distribution: KOMAR INVESTMENTS, LLC MTGL, Inc. THE BERGMAN COMPANIES 1 CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** el a ',Z M.B.(Ben) Lo Chief Engineer 3860 PSI 28 -day compression test complies with the specified strength.