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04-6326 (5)Corporate: 2992 E. la Palma Avenue, Suite A, Anaheim, CA 92806 Date Tested Permit No.: Tel: (714) 632-2999 Fax: (714) 632-2974 Project No.: 31151303 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 BED, BATH & BEYOND MARKET PLACE @ LA Q 11/30/2005 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 9255 I 0 3.14 Tel: (909) 653-4999 Fax: (909) 653-46 2,560 N/A Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 DEC X a 2005 Tel: (818) 833-8100 Fax: (818) 833-00 8,070 2,570 Report of. COMPRESSIVE STRENGTH -MORTAR ASTM C270 VCC 4425 JAMBOREE ROAD, SUITE 180 NEWPORT BEACH, CA 92660 Client: THOMAS ENTERPRISES Set No.: 5-6965' File No.: Date Tested Permit No.: 046-326 Project No.: 31151303 Project Name: BED, BATH & BEYOND MARKET PLACE @ LA Q 11/30/2005 HWY 111 @ ADAMS 3.14 LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 28 11/30/2005 2 X 4 3.14 8,030 2,560 N/A 28 11/30/2005 2 X 4 3.14 8,070 2,570 Cone 28 11/30/2005 2 X 4 1 3.14 1 9,050 1 2,880 Cone Specified Strength: 1,800 PSI Sampled By DANIEL ROBERTS Location: 2 LINE AT C LINE Concrete Supplier: ORCO Mix No.: N/A Ticket No.: Water added at Site: 0.00 gal. By Cement Type: S Mix Time: 60 min. Remarks: , Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/2/2005 Date Received: 11/3/2005 Concrete Temp: 73 °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. j' M.B. (Ben) Lo Chief Engineer 2670 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH -MORTAR ASTM C270 *s VCC 4425 JAMBOREE ROAD, SUITE 180 NEWPORT BEACH, CA 92660 Client: THOMAS ENTERPRISES Set No.: 5-6995 n�C���Mf�n �� DEC X 7 2005 File No.: Permit No.: 046-326 Project No.: 31151303 Project Name: BED, BATH & BEYOND MARKET PLACE @ LA Q HWY 111 @ ADAMS LA QUINTA, CA Age (Days) _ Date Nominal Actual Area Tested Size (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/10/2005 2X4, 3.14 6,480 2,060 Cone 28 12/1/2005 2 X 4 3.14 8,400 2,670 Cone 28 12/1/2005 2 X 4 3.14 , 8,150 2,590 Cone Specified Strength: 2,000 PSI .Sampled By CHARLES MEEK Location: 1 ST LIFT SOUTH WALL BETWEEN G & H Concrete Supplier: ORCO Mix No.: TYPE S Ticket No.:, Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC f CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/3/2005 Date Received: 11/4/2005 Concrete Temp: °F . ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc.' l M.B.(Ben) Lo Chief Engineer 2630 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Sylmar, Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, S Imaz, CA 91342 � � 0 • Tel: (818) 833-8100 Fax: (818) 833-008 DEC V 5 2005 Reportof: COMPRESSIVE_ STRENGTH -GROUT ASTM C1019 BY • * * File No.: VCC' Permit No.: 046-326 4425 JAMBOREE ROAD, SUITE 180 Project No.: 31151303 NEWPORT BEACH, CA 92660 Project Name: BED, BATH & BEYOND MARKET PLACE @ LA Q HWY 111 @ ADAMS LA QUINTA, CA Client: THOMAS ENTERPRISES - Set No.: 5-7372 - - Age (Days) Date Nominal Tested Size Actual Area (Sq. Inch) Load Strength (lbs.) (psi) Type of Fracture 7 11/29/2005 3 X 3 X 6 10.27 18,430 1,790 N/A 28 12/20/2005 3 X 3 X 6 9.00 28 12/20/2005 3 X 3 X 6 9.00 28H LI 12/20/2005 3 X 3 X 6 9.00 Specified Strength: 2,500 PSI Sampled By MICHAEL G. Location: 3RD LIFT LINE 2 Concrete Supplier: Mix No.: 46511 Ticket No.: Water added at Site: 0.00 gal. By Cement Type: Mix Time: 40 min. Remarks: I Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/22/2005 Date Received: 11/23/2005 Concrete Temp: 71 *F ASTM C1064 Ambient Temp: 82 °F ASTM C1064 Slump: 9.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. l M.B. (Ben) Lo Chief Engineer, °dam 4t"i1' ,rr Corporate: ' 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San DiegoAmperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empit..' 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT � DEC X 5 2005 TYPI�WORK NSPECTOR O TECHNICIAN Lb HA AVAILABLE: SOIL REPORT (Y) (N) SPECS (Y) (N) APPROVED PLANS &(N) APPROVED SHOP DRAWING (Y) (N) AR JECTFOR L1'_!'jLdJ4. d4 WEEK ENDING it- 21- ®SA PROJECT. N0. AhT 603 E (NEER REPORT N0. PG Of COFt�R,A fR _ ®���OY/$49-COLS/N��,T. 6CdT��OR�l PLAN FILE NO. P 1T 0. �� 1025 6 Lao�Se. PJECT NAME��a f Z��� /&l�J1 ��`illl� A1I INSPECTION ADDRESS //p �(/® _I,q ' o Ted 86� ADDRESS 0 PROJECT REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL/MTGL SOIL MANUAL — REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED_ , SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. ' ' CO LUDE RESEAJCH REPORT NO. OR MATERIAL TEST REPORTS): MATERIAL USE BYR ( � �� &thia L -2 Y_ ILw `0 CONTRACTORS EQUIPMENT/ MANPOWER USED: SLS5o12 L zapo e cl IP`aILE�GA�� AREA, GRI,ppD LIN ES,E2SERVED: STRUCTURAL NOTES, DETAIL. OR FIRS USED: REMARKS, INCLUDING MEE1iNCS. �! J ✓ I .: ®'5iEOZ 'fL �.v� L. �.t�a kI/pL .3s' <C�-5 o 9&JAI/6J6. /w s./A.4rQN. & 'a lbs GLSgY REWORK AS P�RQENT OF ALL WORK TODAY4 PERCENT PROJECT COMPLETION' WEATHER: _'&Jjy &IRE ?--e TEMPERATURE:& S SAMPLES TAKEN: TESTS REQUIRED: I I SITE TIME START: ' DO Ad SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: `� VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVIES&ATION RECOMMENDATIONS, A THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT �cDm Lei - 8s - Signature Date of Report ICBG Certification Number Print Name City / County Certification Number Rev: 7/97 Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Emp"II 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE ppO--F��ORK 49INSPECTOR p TECHNICIAN I Ltl vazaL AVAILABLE: SOIL REPORT (Y) (N) SPECS (Y) (N) APPROVED PLANSf (N) APPROVED SHOP DRAWING (Y) (N) APIC yC ITECT / / / n �' MLQ.- 0 / _ �A.Lz.@-io S FOR/ 1/�EEKK ENNDING ®_ PROJECT. V, 03 REPORT NO. PG OF - CONTgpcze- AAUUtt// ,r SU��B•��Q/pNTRRA-AC�TIOR / X/00_1240-- L GALS 1. PLAN FILE NO. PEjMIT 0. PRQ�1�(CTANAME 1V CEJ ®R 9 w�� INSPEC,J{ON A® RS® . 7- 1 4 A lf I11 w�e� b• ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL/MTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY NTRAC OR (INCLUD�SEARCH REPORT NO. MATERIAL TEST REPORTS): r� oar ' b dg( -'r 4 & L -Z*z9-7F- CONTRACT0 EQUIPMENT/ MANPOWER USED: °) �esco� Lr,-,(- Ls 1 SM14L t;) lir ahl Ke4z t -j)l, ��or2►�RS AREA, GRID LINES, PI CES BSERVED: I .0 to X79` STRUCTURAL NOTES. DETAIL, OR RAS USED: REMARKS, INCL9MGMEETINGS: .- D&ONE), -,(70L-- C,,d a4 _T"-li f s Jell / A. Yb" Of 6-116 REWORK AS PERCENT OF ALL WORK TODAY: PER NT PROJECT COMPI FTIO I- WEATHER: bdt>1LC45L SAMPLES TAKEN: S TEMPERATURE: TESTS REQUIRED: SITE TIME START: TED +dhf SITE TIME FINISH: 30 LUNCH PERIOD: TRAVEL TIME: —42r VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVfSTIGATION RECOMMENDATIONS, AND / ORPPROVED P NS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report P ICBO Certification Number Print Name- City / Coun Certification Number Rev: 7/97 Y s:. r MTG L Corporate: (. , 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empin, 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT Los AngelesNentura County: 13010 San Fernando Rd., Unit 1 Sylmar, CA 91342 Tel: 818.833.8100 Fax: 818.833.0085 TYPE OF WORK 0 INSPECTOR ECHNICIAN ARCHITECT r1W ,�s�cn�, . STs AVAILABLE: SOIL REPORT (Y)(N) SPECS (Y)(N) APPROVED PLANS (111(N) APPROVED SHOP DRAWING (Y �I) FOR WEEK ENDING PROJECT N0.` //-/5(- es_ r ENGINEER REPORT NO. PG / OF f CONTRACTOR SUB -CONTRACTOR C�t/Z A13Oivri INSPECTION ADDRESS 79 - i/o H yw /// PLAN FILE NO. PERMIT NO. PROJECT NAME �W-p -AA /¢N!� -- ADDRESS OF PROJECT 79 - iio N, N gr""7w REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL/MTGL SOIL MANUAL — REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT COPY WITH YOUR WEEK'S REPORTS. — MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): SSIOEc�� Gyil� oiv�/TLS To t/6/L��� T7KE 3,Gvr/o �Rw� CONTRACTORS EQUIPMENT / MANPOWER USED. C/PSTlN�' Cyd o,c' cc, c..,.as /ss .b Z 7_ - AREA.GRID LINES. -PIECES OBSERVED: STRUCTURAL NOTES, DETAIL. OR RFIS USED: REMARKS, INCLUDING MEETINGS. REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT rOMPI Erin I !eo •io WEATHER:Sv,vA, TEMPERATURE: (� O r SAMPLES TAKEN: y s6%s TESTS REQUIRED: 7�Tf TIME START: 7%O0 /�+^" SITETIMEFINISH:H PERIOD: TRAVEL TIME: F VERIFIED BY: 1 Ctrs 111•Y I HA HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, ND HE AP FICATIONS AND APPLICABLE SECTION of THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT a✓ / /y / cy $- . .S-Zye. bo / - S/ 9 Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97