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04-6326 (7)wal 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 Empi... 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT ,� I qq .I I o P " Q 311531�� TYIE WORK INSPECTOR ')J O TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS (Y) (N) APPROVED PLANS,* IN) APPROVED SHOP DRAWING(Y)IN) ARC TECT 3 s -i- FOR WEEK ENDING /2 a //• v -S I PROJECT. NO. . Dl ENOIAIEE� ® EAS_ J_ REPORT N0. PG CONffTQA PLAN FILE NO. IITT��JJOF P®Y 0 las �L SUB C TORRA �q� i PRME NAME YffiT INSPECTIONAAADDDDRRESS/o Tq - DSO 1/2-1/2-d'� �/ Brg ? /it I �.a4- I�iJ 11-0, ADDRESS OF PROJECTOfSl1 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 WORKDAY, 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 US BY CONTRACTOR ((IINCLu).4ESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONICTORS EQUIPMENT/ �aSSoMrLANPCrR USED: 6it5r5L �+ / n6 AREA, GRID LINES, PJ E`SCOBSE VE : To STRUCTURALINGII&S, DETAIL, OR RFIS USED' p REMARKS. IN NG ME _ N ML a IL��) / e1/1 /�/ n DL IL 5 iii8� 08 J/7sS/l(fb�J�;t 4.1 �gwLt y/LIC J' A�r n � L[1P�V/Lt�Li me� d IL�i S.7-HG•.1.6/�d J, t 7 L_:1&1c_ iD REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: I '? f 1 4 TEMPERATURE: _ SAMPLES TAKEN: TESTS REQUIRED: SITE TIME START: SITE TIME FINISH: /H 9 2 a�— It LUNCH PERIOD: �'�" eL 3ci TRAVEL TIME: d VERIFIED BY: / I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AN R THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT C t0i¢ �irdc9� /7— / til D s 9s Signature Date of Report ICBO Certification Number 06c K _Idc:pZS e 6&p9z o.,6S Print Name City LCouegcCertitication Number Rev: 7/97 MIG L Corporate: 2992 E. La Palma Ave., Ste 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 l t Inland Emplh..' 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT a :� TYPE9 F WORK INSPECTOR ❑ TECHNICIAN LiC(� iAt� AVAILABLE: SOIL REPORT (Y) (N) SPECS (Y) (N) APPROVED PLANS,j*(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT ye l ,g K//i6t FOR WEEK ENDING e I-, Ib D S PROJECT NO. EN EEEER1nLwl ----// REPORT NO. PG OF COD(TR�CTy3F� O PLAN FILE NO. SUB"�aCT 9LO �!_fld a PE�DAMEv �� tCJx!ea C� INS4TION ADDRESS ADDRESS 0 PROJECT C REPORTING REQUIREMENTS: ICBG 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 WONTRACTOR (INCLUDE R�CH REPORT NO. OR MATERIAL TEST REPORTS): J )L CONTRAC(GTORS EQUIPMENT/ MANPO/yyER UUSS.E.DD: ` / ( 1c1 / �,�] l L) � d sSOL ! _Lf l J J ��`! / l n � (��T\�DadC Ir N AREA, GRID LIAPnI��B �R�F STRUC L NOTES, DETAILAR RAS USED: r- MfL I —3. pY, REMARKS, INC1UOfE11NGS: 0 �, 16(tCh' M6 � jd�t ilS 14" bo ICJ p ®QS jsjSHS REWORK AS PERCENT OF ALL WORK TODAY* PERCENT PROJECT COMPI ETIO I• WEATHER` C& SAMPLES TAKEN: TEMPERATURE: "Dt'�`> TESTS REQUIRED: SITE TIME START: SITE TIME FINISH: LUNCH PERIOD: U��9Bz: ii TRAVEL TIME: Id VERIFIED BY:k.6— IL I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, ANDTHE ZAPPVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT DARAL4p As Signature / Date of Report ICBO Certification Number Print Name City / Cau* 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 Emph.. 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax:. 951.653.4666 FIELD REPORT TY E F WORK Q NSPECTOR O TECHNICIAN 4g C� AVAILABLE: SOIL REPORT (Y) (N) SPECS (Y) (N) APPROVED PLANSA(N) APPROVED SHOP DRAWING (Y) (N) 41 ITECT ova FOR WEE ENDING PRLL E NEER REPORT NO. PG OF COT 0 PLAN FILE N0. PERMIT 0. r S ONTRACT R JECT NAME �iy. n - G ,_✓i✓�� ITION ADDRESS 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 COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CO CTR (INV IN LUDE RESVfICH REPORT NO PR ERIAL TES R ORTS): COTOw / MyJdPDTR U,SE LINES, AREA, GRID PIECES OBSERVED: a� C';c, 7—�� _4 .15 STRUCTURAL NOTES, DETAIL. OR RFIS USED: REMARKS, INCLUDING MEETINGS: IN e �oa ' lg"0 SCS t-kcava'-s. REWORK -AS PERCENT OF ALL WORK TODAY* PERCENT PROJECT COMP) ETIO I• WEATHER: DVC -0-808 SAMPLES TAKEN: TEMPERATURE: `{ti -� TESTS REQUIRED: TE TIME START: SITE TIME FINISH: ` PERIOD: 1�—A �Z' TRAVEL TIME: `Y VERIFIED BY: A �� [LUNCH I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / THE /APXIEDDPPPLjANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODGER, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT ® &,q S� Signature ® Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7197 Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 ' Permit No.: Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Project Name: Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 10.63 Tel: (909) 6534999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 28 Tel:(818)833-8100 Fax:(818)833-0085 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 ss CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES Set No.: 5-7250 File No.: Date Tested Permit No.: 046-326 Project No.: 3115B03 Project Name: BED,,BATH & BEYOND MARKET PLACE @ LA Q 11/22/2005 HWY 111 @ ADAMS 10.63 LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/22/2005 3 X 3 X 6 10.63 13,500 1,270 N/A 28 12/13/2005 3 X 3 X 6 10.59 28,690 2,710 N/A 28 12/13/2005 3 X 3 X 6 10.73 28,610 2,670 N/A 28"H 12/13/2005 3 X 3 X 6 9.00 Specified Strength: 2,500 PSI Sampled By MICHAEL G. Location: IST LIFT LOADING DOCK Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46511 Ticket No.: 3576873 Water added at Site: 0.00 gal. By Cement Type: Mix Time: 36 min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/15/2005 Date Received: 11/17/2005 Concrete Temp: 70 °F ASTM C1064 Ambient Temp: 86 °F ASTM C1064 Slump: 9.00 in. ASTM C143 Tested at: Anaheim ' Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 2690 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 -GROUT ASTM C1019 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO -LA QUINTA, CA 92253 Client:. THOMAS ENTERPRISES - . Set No.: 5-7584 - File No.: Permit No.: 046-326 Project No.: 31151303 Project Name: BED, BATH & BEYOND MARKET PLACE @ LA Q HWY 111 @ ADAMS LA QUINTA, CA A N A N Specified Strength: 3,000 PSI Sampled By MICHAEL G Location: 5TH LIFT LINE 2 Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46511 Ticket No.: 3592362 Water added at Site: 0.00 gal., By Cement Type: Mix Time: Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** min. ASTM C172 Date Sampled: 12/5/2005 Date Received: 12/7/2005 Concrete Temp: 72 °F ASTM C1064 Ambient Temp: 81 °F ASTM C1064 Slump: 10.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. l 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: 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 -CONCRETE ASTM C39 * * File No.: CITY OF LA QUINTA-BLDG & SAFETY Permit No.: 046-326 78495 CALLE TAMPICO Project No.: 3115B03 LA QUINTA, CA 92253 Project Name: BED, BATH & BEYOND MARKET PLACE @ LA Q HWY 11 I @ ADAMS LA QUINTA, CA Client: THOMAS ENTERPRISES A Set No.: 5-7179 Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 4 11/18/2005 6X 12 28.37 92,410 3,260 Cone 7 11/21/2005 6X 12 28.37 92,410 3,260 Cone 28 12/12/2005 1 6X 12 • 28.37 155,170 51470 Shear 28 12/12/2005 6X 12 28.37 160,260 5,650 Shear Specified Strength: 4,500 PSI Sampled By Location: SLAB ON GRADE Concrete Supplier: Mix No.: 17231 Ticket No.: Water added at Site: 0.00 gal. By Cement Type: Mix Time: • Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/14/2005 Date Received: 11/15/2005 Concrete Temp: 79 °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 4.50 in. ASTM CM min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 5560 PSI 28 -day, compression test complies with the specified strength. 1 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) 6534999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: _ THOMAS ENTERPRISES A Set No.: 5-7178 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 Tested Nominal Actual Area Size (Sq.Inch) Load Strength (lbs.) (psi) Type of Fracture 4 11/18/2005 6X 12 28.37 100,340 3,540 Cone 7 11/21/2005 6X 12 28.37 100,340 3,540 Cone 28 12/12/2005 6X 12 28.37 160,860 5,670 Cone & Split 28 12/12/2005 6X 12 28.37 157,590 5,560 Cone & Split Specified Strength: 4,500 PSI Sampled By Location: SLAB ON GRADE Concrete Supplier: Mix No.: 17231 Ticket No.: Water added at Site: 0.00 gal. By ' Cement Type: Mix Time: Remarks: 1 Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 11/14/2005 Date Received: 11/15/2005 Concrete Temp: 79 °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 4.50 in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B.(Ben)Lo Chief Engineer 5620 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) 6534999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 *s CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 5 ,7177 _ File No.: Date x Nominal Tested Size Permit No.: 046-326 Project No.: 3115B03 Project Name: BED, BATH & BEYOND MARKET PLACE @ LA Q 100,420 HWY 111 @ ADAMS 7 LA QUINT& CA Age . (Days) Date x Nominal Tested Size Actual Area (Sq. Inch) Load (lbs.) Strength Type of (psi) Fracture 4 11/18/2005 6X 12 28.37 100,420 3,540 Cone 7 11/21/2005 6X 12 28.37 100,420 3,540 Cone 28 12/12/2005 6X 12 1 28.37 1 169,960 1 5,990 1 Cone & Split 28 12/12/2005 6X 12 1 28.37 1 168,640 1 5,940 1 Cone & Split FN Specified Strength: 4,500 PSI Sampled By ASTM C172 Date Sampled: 11/14/2005 Date Received:' 11/15/2005 Location: SLAB ON GRADE Concrete Supplier: Concrete Temp: °F ASTM C1064 Mix No.: 17231 Ambient Temp: °F ASTM C1064 Ticket No.: Water added at Site: 0.00 gal. By Slump: in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim Remarks: Respectfully Submitted, Distribution:. THOMAS ENTERPRISES MTGL, Inc. VCC CITY OF LA QUINTA-BLDG & SAFETY + "LAB COPY'* M.B. (Ben) Lo Chief Engineer 5960 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) 6534999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 I * * File No.: CITY OF LA QUINTA-BLDG & SAFETY Permit No.: 046-326 78495 CALLE TAMPICO Project No.: 3115603 LA QUINTA, CA 92253 Project Name: BED, BATH & BEYOND MARKET PLACE @ LA Q HWY 111 @ ADAMS LA QUINTA, CA Client: THOMAS ENTERPRISES Set No.: 5-7176 .Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 4 11/18/2005 6X 12 28.37 105,380 3,710 Cone 7 11/21/2005 6X 12 28.37 105,380 3,710 Cone 28 12/12/2005, 6X 12 28.37 157,360 5,550 Cone & Split 28 12/12/2005 6X 12 28.37 160,680 5,660 Cone & Split Specified Strength: 4,500 PSI Sampled By Location: SLAB ON GRADE Concrete Supplier: Mix No.: 17231 Ticket No.: Water added at Site: 0.00 gal. By Cement Type: Mix Time: Remarks: s Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** 13 ASTM C172 Date Sampled: 11/14/2005 Date Received: 11/15/2005 Concrete Temp: 79 °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 4.50 in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 '1Z M.B. (Ben) Lo Chief Engineer 5600 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 -GROUT ASTM C1019 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO , LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES Set No.: 5-7661 - - - File No.: Permit No.: 046-326 Project No.: 31151303 Project Name: BED;BATH'&BEYOND MARKET -PLACE @ I.A Q::7 HWY 111 @ ADAMS LA QUINTA, CA - Age (Days) Date Tested Nominal Size Actual Area Load Strength Type of (Sq. Inch) (lbs.) (psi) Fracture 7 12/15/2005 3 X 3 X 6 9.86 9,800 990 N/A 28 1/5/2006 3 X 3 X 6 9.00 28 1/5/2006 3 X 3 X 6 9.00 J Specified Strength: 2,500 PSI Sampled By MICHAEL G. Location: 6TH LIFT LINE A Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46511 Ticket No.: 1327061 Water added at Site: 0.00 gal. By Cement Type: Mix Time: 35 min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG& SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/8/2005 Date Received: 12/12/2005 Concrete Temp: 70 °F ASTM C1064 Ambient Temp: 76 °F ASTM C1064 Slump: 10.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Permit No.: Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Project Name: Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 28 Tel: (909) 6534999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 N/A Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH -MASONRY PRISM ASTM C1314 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES Set No.: 5-7316 File No.: Date Tested Permit No.: 046-326 Project No.: 31151303 Project Name: BED, BATH & BEYOND MARKET PLACE @ LA Q 229,990 3,920 HWY 111 @ ADAMS 28 LA QUINTA, CA Age (Days) Date Tested Nominal Actual Area Size (Sq.lnch) Load Strength (lbs.) (psi) Type of Fracture 7 11/24/2005 8 X 8 X 16 58.60 229,990 3,920 N/A 28 .12/15/2005 8 X 8X 16 58.75 272,640 4,640 N/A 28 12/15/2005 8 X 8X 16 58.83 278,160 4,730 N/A Specified Strength: 2,500 PSI Sampled By MICHAEL G. Location: 2ND LIFT LINE 6 Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46511 Ticket No.: 3579503 Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: 1 Distribution: THOMAS ENTERPRISES' VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/17/2005 Date Received: 11/21/2005 Concrete Temp: 72 °F ASTM C1064 Ambient Temp: 82 "F ASTM C1064 Slump: 9.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. j M.B. (Ben) Lo Chief Engineer 4680 PSI 28 -day compression test complies withthe 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) 653A999 Fax: (909) 653A666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -GROUT ASTM C 10 19 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 5-7315 File No.: Date Tested Permit No.: 046-326 Project No.: 31151103 Project Name: BED, BATH & BEYOND MARKET PLACE @ LA Q 21,930 2,100 HWY 111 @ ADAMS 28 LA QUINTA, CA Age (Days) Date Tested Nominal Actual Area Size (Sq:Inch) Load Strength (lbs.) (psi) Type of Fracture 7 11/24/2005 3 X 3 X 6 10.43 21,930 2,100 N/A 28 12/15/2005 3 X 3 X 6 10.53 36,070 3,430 N/A 28 12/15/2005 3 X 3 X 6 10.56 37,030 3,510 N/A 28H 12/15/2005 3 X 3 X 6 9.00 Specified Strength: 2,500 PSI Sampled By MICHAEL G. Location: 2ND LIFT LINE I Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46511 Ticket No.: 359503 Water added at Site: 0.00 gal. By Cement Type: Mix Time: 50 min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** n ASTM C172 Date Sampled: 11/17/2005 Date Received: 11/21/2005 Concrete Temp: 72 °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 3470 PSI 28 -day compression test complies with the specified strength. r• 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) 6534999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 5-7650 File No.: Permit No.: Project No.: 31151703 Project Name: PAD 1 MARKET PLACE @ LA QUINTA HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength Type of (psi) Fracture 7 12/16/2005 6X 12 28.37 87,560 3,090 Cone 28 1/6/2006 6X 12 28.27 28 1/6/2006 6X 12 28.27 Specified Strength: 3,000 PSI • Sampled By GEORGE CHAVEZ Location: S.O.G. GRIDS A & 2 Concrete Supplier: ASSOCIATED READY MIX Mix No.: 25336 Ticket No.: 3596540 Water added at Site: 0.00 gal. By Cement Type: IW Mix Time: 55 min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 12/9/2005 Date Received: 12/12/2005 Concrete Temp: 64 °F ASTM C1064 Ambient Temp: 60 °F ASTM C1064 Slump: 4.00 in. 'ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. l 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 6534999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 r CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 5-7651 File No.: Permit No.: Project No.: 3115F03 Project Name: <?AD_I:MARKET- PLACE @ LA QUINTA- s'---�, HWY 111 @a ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength Type of (psi) Fracture 7 12/16/2005 6X 12 28.37 70,780 2,500 Cone 28 1/6/2006 *6X 12 28.27 28 1/6/2006 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By GEORGE CHAVEZ Location: S.O.G. AT GRIDS 2 & C Concrete Supplier: ASSOCIATED READY MIX Mix No.: 25336 Ticket No.: 3597055 Water added at Site: 0.00 . gal. By Cement Type: IIN Mix Time: 45 min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/9/2005 Date Received: 12/12/2005 Concrete Temp: 70 °F ASTM C1064 Ambient Temp: 70 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer CORPORATE 2992 E. La Palma Ave., Suite 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 FIELD REPORT Inland Empire 14 20 Ellsworth Street, Suite C101 Moreno Valley, CA 92553 Teft 951.653.4999 Fax- 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT ) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 12/17/2005 PROJECT NO. 3118303 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 2 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PE MIT NO. 04-6326 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Bed bath & Beyond INSPECTION ADDRESS: 79-110 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-110 Highway Ill La Quinta, CA REPORTING REQUIREMENTS: ICSO 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 INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES SMAW E-7018 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: 1) In Progress: Erection of canopy framing from line 6.2 to F.3 between lines 6 & 7. (2) Completed Welding: a Tube steel to top of roof joists on line 3 from line A to C. b Splice plates to top cord of roof joists on lines 3 and 4 from line A to I. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJ CT COMPLETION: WEATHER: cool SAMPLES TAKEN: n/a TEMPERATURE: TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 HR TRAVEL TIME: VERIFIED BY I DO BY CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING ODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. Signature Steve W. Bodnar 12/16/2005 Print Name Date Of Report 0849264-85 ICBO Certification Number City Of La Quinta City / County Certification Number ,fiy y; e F k 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 Em I 1 ;, 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK X..INSPECTOR 0 TECHNICIAN, AVAILABLE: SOIL REPORT (Y)(N) SPECS (Y)(N) iA lr.,I"/ -11 <' APPROVED PLANS y -(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT p !� 1 r f �i ..r. S:1 % 7 11W ..�sr1 FOR WEEK ENDING /a a/ PROJECT N0. ENGINEER/ `j, V REPORT NO. r PG / OF / CONTRACTOR r PLAN FILE N0. PC J SUB-CONTRACTO _ PROJECT NAME� INSPECTION ADDRESS 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 CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANPOWER USED: l /'?r/l. i� L/["t..t / 11 /C'v 7,'f 4'r^ff I..//a /�YC".l5 �.L 1(-'�C��t!' (Cr�! '1- /'t /'r/!'7 S r^ - 7 �r"`CC.✓.£��l I .rte ,��: �•- [' lG •2 4- z. AREA, GR16 LINES, PIECES OBSERVED: ' STRUCTURAL NOTES, DETAIL, OR RFIS USED: li.%- / < 1 M. �� f) y �l iYl ..) )• , s REMARKS, INCIUOIMO M�JwINGS: r. •n . -,. i. /[" /.�'n r i. 4 / r'..r- , i / t ti� .rc^i' / ,� `l <�r',. •t rl d,1,! %'v e- /r / v / 1 7e, ��.. �� .,_ r /,e -ii �� / ,/rI Ir ire ,f I r ^ !3 / If /F^/b:.t 7/,t'r r } k?/fJ C. ) V REWORK AS PERCENT OFrALL WORK/TODAY: P,0n.IECT cnMPl ETIM ��PER(XNT WEATHER:A / /� { SAMPLES TAKEN: TEMPERATURE: TESTS REQUIRED: SITE TIME START: %"/ i : -, SITE TIME FINISH: 4, C� ' 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 INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature , T Date of Aeporl ICBG Certification Number Print Name , City / County Certification Number Rev: 7/97 CORPORATE 2992 E. La Palma Ave., Suite 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 Fim n R1=0117112T In and Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 I, Fax. 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 AVAILABLE: SOIL REPORT i(Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) FOR WEEK ENDING 12/24/2005I PROJECT NO. 3118303 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 1 PG 1 I OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 04-6326 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Bed bath 8 Beyond INSPECTION ADDRESS: 79-110 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-110 Highway La Quint., CA 111 REPORTING REQUIREMENTS: ICBG 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 WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEKS REPORTS. DEFICIENCY REPORT MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES SMAW E-7018 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G I AREA, GRIDLINES, PIECES OBSERVED: In Progress: 1 Erecting support framing fo HVC units along lines 3 & 5. (2) Continuous welding of the roof hist bridging angles. I STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: HOT SAMPLES TAKEN: Na TEMPERATURE: 78 deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 HR. TRAVEL TIME: VERIFIED BY I DO BY CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK CO THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. Signature Steve W. Bodnar 12/20/2005 Print Name Date Of Report LIES WITH CTION OF THE 0849264-85 ICBO Certification Number City Of La Quinta / County Certification Number