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HomeMy WebLinkAbout12 PONTO RD; PARKING; CB110227; Permit07-17-2013 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: Buiiding Inspection Request Line (760) 602-2725 CB110227 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 12 PONTO RD CBAD COMMIND Sub Type: HOTEL 2141601000 Lot#: 0 $4,154,257.00 Construction Type: 5A Reference # HILTON HOTEL: 94,630 SF ABOVE GROUND 3 LEVEL PARKING STRUCTURE Status Applied Entered By Plan Approved Issued Inspect Area Plan Check #: FINAL 02/01/2011 JMA 05/11/2011 05/11/2011 MC PC110005 Applicant: MICHAEL TRIA 2359 4TH AVE CA 92101 619-233-6777 Owner: WAVE CREST OCEANFRONT LLC C/O WILLIAM SHANNAHAN 1200 PROSPECT ST #425 LAJOLLACA 92037 Building Permit $10,113.44 Meter Size Add'l Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $6,573.74 Meter Fee $364.00 Add'l Building Permit Fee $0.00 SDCWA Fee $4,492.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $872.39 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $111.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $210.00 Other Building Fee $0.00 MECHANICAL TOTAL $37.00 Pot. Water Con. Fee $5,060.00 Master Drainage Fee $0.00 Meter Size D3/4 Sewer Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $164.00 HMP Fee $0.00 Fire Expedidted Plan Review $0.00 Green Bldg Standards Plan Chk ?? Fire Expedidted Plan Review TOTAL PERMIT FEES $27,997.57 Total Fees: $27,997.57 Total Payments To Date: $27,997.57 Balance Due: $0.00 Inspector: FINAL Date: _t VAL Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this pennit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32,030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project, NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously othenvise expired. Inspection List Permit#: CB110227 Type: COIVIMIND HOTEL HILTON HOTEL: 94,630 SF ABOVE GROUND 3 LEVEL PARKING STRUCTURE Date Inspection Item Inspector Act Comments 12/04/2012 89 Final Combo MC Fl 12/04/2012 89 Final Combo -Rl CARD WILL BE SIGNED OF BY OTHERS AT 7 07/02/2012 89 Final Combo MC CO 06/29/2012 89 Final Combo MC CO COMPLETE NOTICE 06/27/2012 89 Final Combo MC CO NOTICE 06/20/2012 89 Final Combo PD CO 06/13/2012 89 Final Combo MC CO 06/12/2012 89 Final Combo MC CO 05/01/2012 18 Exterior Lath/Drywall MC AP ELEVATOR/STAIR TOWERS 02/16/2012 39 Final Electrical MC NR PER ELECTRICAL CONTRACTOR, SERVICE CONDUCTOR AT SWITCH GEAR 11/30/2011 34 Rough Electric MC NR 10/26/2011 12 Steel/Bond Beam MC AP POUR STRIPS AT RAMPS 10/06/2011 12 Steel/Bond Beam TP AP CRASH WALLS" " 10/06/2011 12 Steel/Bond Beam TP AP UTI00 BEAM 3RD LEVEL PRAK STRUCT 10/04/2011 66 Grout TP PA STAIR/ELEV. ENCLOSURE 09/23/2011 14 Frame/Steel/BoltingAA/eldin MC PA QUAD C&D THIRD FLOOR CORRIDOR JOIST & TRUSSES ONLY 09/21/2011 11 Ftg/Foundation/Piers MC PA PT DECK 3RD LEVEL @ LINE 1-10 & A-C 09/14/2011 66 Grout MC PA STAIR / ELEV ENCLOSURE, FINAL LIFT AT LINE C - 18&19. SEE CARD 09/09/2011 66 Grout MC PA STAIR/ELEV ENCLOSURE, SEE CARD 08/30/2011 66 Grout MC PA STAIR/ELEV. ENCLOSURE, SEE CARD 08/22/2011 66 Grout MC PA 3RD LIFT & FINAL LIFT ALONG B - C & 1 -4 LINE, SEE CARD 08/17/2011 12 Steel/Bond Beam TP PA P.T. DECK @ 2ND LEVEL, SEE CARD 08/17/2011 66 Grout TP PA CMU LAYUP 2ND LIFT @ LINE C 1-4 & FINAL LIFT AT LINE C 18-19 08/15/2011 66 Grout MC PA CMU LAY UP 2ND LIFT (g B - C & 1 - 4 & 4TH LIFT @ B 8-6 & 18 - 19 08/09/2011 21 Underground/Under Floor MC WC 08/09/2011 66 Grout MC PA 3RD LIFT CMU LAYUP. LINE B8-C & 18 - 19 1ST LIFT CMU AT LINE B, SEE CARD 08/03/2011 66 Grout MC PA 3RD LIFT CMU LAYUP. LINE B8-C & 18 - 19 1ST LIFT CMU AT LINE B, SEE CARD 07/27/2011 12 Steel/Bond Beam MC PA QUAD B SPREAD FTGS & STEEL. SEE CARD 07/22/2011 12 Steel/Bond Beam PD PA 07/21/2011 12 Steel/Bond Beam PD PA NOTED ON CARD 07/15/2011 66 Grout MC PA CMU LAY UP, 3RD LIFT, LINE B 8-C & 18 - 19 07/13/2011 66 Grout MC PA CMU LAYUP AT LINE B8-C & 15-19 07/11/2011 66 Grout MC PA 1ST LIFT CMU LAYUP AT SOUTH END, PARKING STRUCTURE INCLUDING ELEVATOR PIT 07/06/2011 63 Walls MC PA CMU LAY UP, SEE CARD Tuesday, December 04, 2012 Page 1 of 2 07/01/2011 66 06/30/2011 66 06/28/2011 11 06/28/2011 12 06/23/2011 66 06/15/2011 11 06/14/2011 66 06/13/2011 11 06/08/2011 11 06/03/2011 21 06/02/2011 11 Grout Grout Ftg/Foundation/Piers Steel/Bond Beam Grout Ftg/Foundation/Piers Grout Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Under Floor Ftg/Foundation/Piers 05/26/2011 11 Ftg/Foundation/Piers 05/24/2011 11 Ftg/Foundation/Piers MC MC MC MC MC MC MC MC MC MC MC MC MC PA PA PA PA PA PA PA AP PA PA PA PA PA CMU LAYUP AT LINE A-B & 5.4 -16 LOWER LEVEL S.O.G., LINE A - C & 1 -10 CMU LAYUP, FIRST LIFT AT LINE A - B & 4- 12 CA & C5 COLUMN STEEL, SEE CARD 1ST & FINAL CMU LIFTS, SEE CARD GRADE BEAM & COLUMNS, SEE CARD GRADE BEAM & COLUMNS, SEE CARD SUMP BASIN OK, OK TO COVER GRADE BEAM & COLUMN FTG & STEEL SEE CARD GRADE BEAM & COLUMN FTG & STEEL, SEE CARD ELEV. PIT FTG & STEEL W/ASSOCIATED COLUMNS AT LINE B - C & 1 - 2, 18 - 19 Tuesday, December 04, 2012 Page 2 of 2 RECORD COPY «!•> CITY OF CARLSBAD Building Departmeni SCHEDULE f=!R6 DEPT. INSPECTIONS AHO TESTS 48 HOURS )N ADVANCE PHONE (^SOjiiiiZ^esO INSPECTION RECORD INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB CALL PRIOR TO 4:00 P.M. FOR NEXT WORK DAY INSPECTION FOR BUILOING INSPECTION CALL: 760-602-2725 CB110227 12 PONTO RD HILTON HOTEL: 94,630 SF ABOVE GROUND 3 LEVEL PARKING STRUCTURE COMMIND HOTEL Lot* MICHAELTRIA APPROVED TO COVER Type of Inspection Date Inspector Notes BUILDING FOUNOATION REINFORCED STEEL IVIASONRY • QROUT • WALL DRAirMS TILT PANELS POUR STRIPS COLUMN FOOTINGS SUBFRAME • FLOOR • CEILINQ ROOF SHEATHINQ EXT. SHEAR PANELS FRAME INSULATION EXTERIOR LATH ' INTERIOR LATH & DRYWALL FINAL PLUIVIBING • SEWER AND BiyCO 1 1 PI/CO UNDERGROUND DWASTE • WATER TOP OUT • WASTE C WATER TUB AND SHOWER PAN • GAS TEST • GAS PIPING • WATER HEATER C SOIAR WATER FINAL ELECTRICAL • ELECTRIC UNDERGROUND • UFER ROUGH ELECTRIC WAUS ROUGH ELECTRIC CEILING • ELECTRIC SERVICE • TEMPORARY • BONDING • POOL PHOTO VOLTAIC FINAL MECHANICAL UNDERGROUND DUCTS i PIPING • DUCT i PLEM. • REF. PIPING HEAT-AIR COND. SYSTEMS VENTILATING SYSTEMS FINAL CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL Sign When Appropriate Buildinq Dept. {Inspections] (760) 602-2725 1 . xte Department (760) 602-4660 Pianning Department (760)602-4602 Engineering Dept. (Inspections) (760) 438-3891 Building inspectors (7am-4pm) (760) 602-2700 CMWD (760) 438-2722 Ext7I5I /2-yVE- 1635 Faraday Ave. 02-2700 • www.carlsbadca.gov SEE BACK FOR SPECIAL NOTES SCHEDULE FiRE DEPT INSPECTIONS AMD TESTS 48 HOURS IN ADVANCE PHON£ (760) •:.!'2-4660 CITY OF CARLSBAD Building Departmen INSPECTION RECORD INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB CALL PRIOR TO 4:00 P.M. FOR NEXT WORK DAY INSPECTION CB110227 12 PONTO RD HILTON HOTEL; 94,630 SF ABOVE GROUND 3 LEVEL PARKING STRUCTURE COMMIND HOTEL Lot#: MICHAELTRIA FOR BUILDING INSPECTION CALL: 760-602-2725 APPROVED TO COVER DATE: 5 fill li Type of Inspection Date Inspector Notes BUILDiNG FOUNDATION REINFORCED STEEL MASONRY • GROUT • WALL DRAINS TILT PANELS POUR STRIPS COLUMN FOOTINGS SUBFRAME • FLOOR • CEILING • ROOF SHEATHING EXT. SHEAR PANELS FRAME INSULATION EXTERIOR LATH INTERIOR LATH & DRYWALL FINAL PLUMBING • SEWER AND BL/CO • PI/CO UNDERGROUND • WASTE • WATER • TOP OUT • WASTE • WATER TUB AND SHOWER PAN • GAS TEST • GAS PIPING • WATER HEATER • SOLAR WATER FINAL ELECTRICAL • ELECTRIC UNDERGROUND • UFER ROUGH ELECTRIC WALLS ROUGH ELECTRIC CEILING • ELECTRIC SERVICE • TEMPORARY • BONDING • POOL PHOTO VOLTAIC FINAL MECHANICAL UNDERGROUND DUCTS & PIPING • DUCT & PLEM. • REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS FINAL CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL Sign When Appropriate Building Dept. (Inspections) (760) 602-2725 ire Department (760) 602-4660 Planning Department (760) 602-4602 Engineering Dept. (Inspections) (760) 438-3891 Building Inspectors (7am-4pm) (760) 602-2700 CMWD (760) 438-2722 Ext 7151 REV 8/2009 08 • 760-402-2700 • www.carlsbadca.gov SEE BACK FOR SPECIAL NOTES 1-YPE OF INSPECTION Date Inspector Notes FIRE A/S UNDERGROUND A/S OVERHEAD A/S FINAL AUTO EXTINGUISHING SYSTEM MEDICAL GAS ALARM SYSTEM Section 5416. Health and Safety Code, State of California (a) There shall be not less than one water closet for each 20 employees or fractional part thereof working at a construction job site. The water closet shall consist of a patented chemical type toilet. (b) For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress. (c) A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shail remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the inspector. ADDITIONAL NOTES —= ——:—' / '— '^i^-^ . AfC ^ifij. 4-6 j- ^ ((» 6^<l^^4P UUi-UA^i^ To (:i&OJq MC 1 -A 1 ZZ"( Zi^ TYPE OF INSPECTION Oate Inspector Notes ' FIRE A/S UNDERGROUND A/S OVERHEAD A/S FINAL AUTO EXTINGUISHING SYSTEM MEDICAL GAS ALARM SYSTEM Section 5416. Health and Safety Code, State of California (a) There shall be not less than one water closet for each 20 employees or fractional part thereof working at a construction job site. The water closet shall consist of a patented chemical type toilet. (b) For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress. (c) A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the inspector. ADDITIONAL NOTES —— — Ti^(^^ CfAO LA^ ^ ^ Uvfe t6"t-» 1>^<<(=r, He I Ui45- (-(o^ /o/c/// yy^. L<u.^/^ oT/00 fi>j^jo/in^, /^x>/2r/6i^L^ c/f^^^f/J/JJIPLU / -Je^rte (f-^j^ ^^oOfeg: "fLAT^] ^ -jij^riUel^ eL^-^M^d- &^{Zo>JM4 / J , (jeotecliiikal Eiigineeriiiii / "-^ "CoraStriictlon Inspection Materials T-estir^^, Eiiviroiioieiitiii August 17,2012 Wavecrest Resorts III MTGL Project No.: 9087AOI & 9087B01 829 Second Street, Suite A MTGL Log No. 12-115 Encinitas, Califomia 92024 Attention: Mr. John Yeakey Subject: VERIFIED REPORT OF SPECIAL INSPECTION AND MATERIALS TESTING CARLSBAD PERMIT NUMBERS CB101666 & CB110227 Hilton Carlsbad Oceanfront Resort «& Spa (Building/Parking Structure) 7200 Ponto Drive Carlsbad, Califomia Dear Mr. Yeakey: To the best of my knowledge, work performed by MTGL, Inc. for the subject project, which includes the main structure and parking structure, fi-om March 9, 2011 through January 3, 2012, requiring special inspection and materials testing were essentially in conformance with the approved plans, specifications, and applicable workmanship provisions of the 2010 Califomia Building Code as adopted by the City of Carlsbad. The following special inspection and testing services were provided during construction of the subject project: • Concrete and shotcrete placement inspection • Concrete, shotcrete, mortar and grout compression testing • Reinforcing steel and tendon placement inspection • Post tensioning of tendons inspection • Epoxy anchor dowel placement inspection • Ultrasonic testing on complete penetration welds at truss splices • Masonry inspection Hilton Carlsbad Oceanside Resort & Spa MTGL Project No. 9087A01 & 9087B01 Carlsbad. Califomia MTGL Log No. 12-115 Our verification applies to conditions, in the subject areas, observed and/or tested by us as ofthe dates indicated in this report. Our firm is not responsible for work not observed by us or for any changes that may occur outside of our purview, or after our inspections. Our work is considered to be in accordance with the usual standards of the profession and local practice. Respectfully submitted, MTGL, Inc. Sam E. Valdez, RCE 56226 Vice President | Division Manager Page 2 of 2 teROUPi CONSULTANTS Geotechnica! En'^inei'fin^ Geology- Hyih'fjgtmlogy Earthqtiake En^inet'rinpl Maierials Tfstinf^ & In.spection Forennic Scrx-icea July 26, 2012 Wave Crest Oceanfront, LLC 829 Second Street, Suite A Encinitas, California 92024 Attention: Mr. John Yeakey SOBJECT: Mr. Yeakey: REPORT OF COMPACTION TEST RESULTS Hilton Carlsbad Oceanfront Resort & Spa Carlsbad, California This report summarizes the results of the testing and observation services provided by Group Delta Consultants during fine grading and improvement operations for the Carlsbad Hilton project. The general contractor for this project was Soltek Pacific Construction. Grading operations were performed by Cutting Edge Grading, DCC, Viridian Landscape and others. Underground improvements were made by Sierra Earthworks, Neal Electric, Dynamic Mechanical and Pacific Structures. Road improvements were conducted by JL Concrete, JD Paving, RAP Engineering and Pavement Recycling. Our geotechnical services for this project were provided between January 18 of 2011 and July 2, 2012. 1.0 PURPOSE AND SCOPE OF SERVICES This report and our associated geotechnical services were provided in general accordance with the provisions of the referenced proposal (GDC, 2010). Our field personnel were provided to test and observe the earthwork and improvement operations. These observations and tests assisted us in developing professional opinions regarding whether or not the geotechnical aspects of earthwork construction were conducted in general accordance with our geotechnical recommendations, and with the geotechnical requirements of the City of Carlsbad. Our services did not include supervision or direction of the actual work of the contractor, his employees, or agents. Our services included the following. 92-1.5 Activity Road. Suite 10;i A San Diego, California 9212S A (85S) S.36-1000 voice A (SSS) S36-8311 fax Irvine. CA (949) 4.50--2100 A Torrance, CA (310) 320-5100 A Ontario. Ci (909) 805-6500 A El Centro. CA (760) 337-2067 ivwiL:GroiipDe!ta.com Report of Compaction Test Results Hilton Carisbad Oceanfront Resort & Spa Wave Crest Oceanfront, LLC Project No. SD-126A July 26, 2012 Page 2 As-needed consultation during grading, as summarized in Appendix A. Observation and testing of existing and imported soils in order to confirm that earthwork was conducted in accordance with our recommendations. The associated laboratory test results are presented in Appendix B. Performing field density tests on fill, backfill and pavement materials to support our geotechnical recommendations and conclusions. The relative compaction test results are presented in Appendix C. Preparation of daily field reports summarizing the day's activity with regard to earthwork, and documenting hours spent in the field by our technicians. Preparation of this report which summarizes site preparation, field and laboratory test results, fill placement, and the compaction operations. 2.0 SITE DESCRIPTION The site is located east of the Pacific Coast Highway, about 500 feet from Carlsbad State Beach. The site is bound to the north by Ponto Road, to the south by existing commercial and residential buildings, to the west by Pacific Coast Highway, and to the east by the AT&SF Railway. Development included the construction of a 3-story wood-framed hotel, with a separate 3-story parking garage. Both structures have basements. Other improvements included various pavements, drainage improvements, underground utilities and retaining structures. A swimming pool with surrounding flatwork and landscaping was also constructed. 3.0 GEOLOGY DELTAS The site is located within the coastal plain section of the Peninsular Ranges geomorphic province. The site is underlain by compacted fill and alluvium, which overlie sedimentary paralic deposits and the Santiago formation. The surficial soils at the site generally consist of poorly graded or silty sand (Unified Soil Classification System SP or SM), which typically have a very low expansion potential and negligible soluble sulfate content. However, fat clay (CH) was encountered about 3-feet below the basement level slab grade for the parking structure. Supplemental foundation recommendations related to the presence of the fat clay were presented in the referenced document (GDC, 201 lb). M:\Projects\SD\SD126A Carlsbad Hilton, Grading T&0\11-0159\1 ]-0159R\l l-0159R.doc Report of Compaction Test Results Hilton Carlsbad Oceanfront Resort & Spa Wave Crest Oceanfront, LLC Project No. SD-126A July 26, 2012 Page 3 4.0 GRADING & IMPROVEMENT OPERATIONS The geotechnical aspects of the grading and improvement operations included remedial earthwork for compressible and expansive soils, and the mitigation of cutyfill transitions beneath the hotel and parking garage basement slabs. Various subsurface utilities, retaining walls and road improvements were also constructed. Each of these operations is described in more detail below. 4.1 Remedial Earthwork: Remedial grading was conducted within the building pad areas for the hotel and parking garage in general accordance with the recommendations presented in Sections 8.3.3 of the referenced report (Geotechnics, 2009). For the hotel and parking garage basement areas, remedial excavations were conducted within 5 feet of the building perimeters to a depth of about 3 feet below finish pad grades. The stockpiled soils that were freed of deleterious materials were then used to backfill the remedial excavations to finish basement pad elevations. 4.2 Fill Soils: The various on-site and imported fill soils are described in Figure B-1.1. The aggregates bases used for the road improvements are shown in Figure B-1.2. The maximum densities and optimum moisture contents of these materials were determined in the laboratory using ASTM method D1557. The on-site fill soils generally consisted of fine to medium grained silty sand (SM). For samples with more than 10 percent plus %- inch material, the maximum densities were corrected using ASTM D4718 as a guideline. Laboratory tests indicate that the fill soils generally have a very low expansion index and negligible soluble sulfate content based on commonly accepted criteria, as shown in Figure B-2. GROUP, ft DELTAI 4.3 Fill Placement: Grading of the site was performed using typical grading techniques with heavy earthmoving equipment. In-place moisture and density tests were made during fill placement using a nuclear gauge in general accordance with ASTM D6938. The test results are summarized in Appendix C. The test elevations shown in these figures are based on field survey stakes and estimates from the grading plans, and should only be considered rough estimates. The approximate locations of the density tests are shown on the Test Location Plans, Plates 1 through 3. N:\Projects\SD\SD126A Carlsbad Hilton, Grading T&O\n-0159\n-0159R\l l-0159R.doc Report of Compaction Test Results Hilton Carlsbad Oceanfront Resort & Spa Wave Crest Oceanfront, LLC Project No. SD-126A July 26, 2012 Page 4 4.4 Utilities: Utility trenches were excavated and the utilities placed on sand bedding. Sand was then placed to springline, and over the top of the pipe in compacted lifts. The on-site soils were then moisture conditioned and placed in relatively thin compacted lifts with the available equipment. 4.5 Pavements: R-Value tests were conducted on randomly selected samples of the pavement subgrade soil from Ponto Road in general accordance with CTM 301. The test results are summarized in Figure B-3. Pavement sections were constructed by scarifying, moisture conditioning, and compacting the surficial 12 inches of pavement subgrade. Areas of soft or yielding subgrade were over-excavated, covered with geogrid, and backfilled with base. The aggregate base section was then placed and compacted. An approximately 2}h inch thick section of Type 111, Class B2 asphalt concrete was placed directly over the compacted base. The pavement was later capped with about Vh inches of Type 111, Class C2 asphalt concrete. The equipment used to construct the pavement included loaders, water trucks, vibratory rollers, and asphalt laydown machines. 5.0 GEOTECHNICAL EVALUATION AND CONCLUSIONS In the areas we tested and observed, it is our professional opinion that remedial grading and improvement operations were performed in general accordance with the intent of the project geotechnical recommendations, and with the geotechnical requirements of the City of Carisbad. Our conclusions are based on observations and tests performed between January 18 of 2011 and July 2, 2012. No representations are made as to the quality and extent of materials not observed. GROUP :pELTAj 5.1 Compaction: In the areas we tested and observed, it is our opinion that the fill, wall and trench backfill soils were placed in substantial accordance with the minimum compacfion criterion of 90 percent of the maximum dry density based on ASTM D1557, and that the aggregate base and pavement subgrade was compacted in substanfial accordance with the 95 percent relative compacfion criteria. Our tests indicate that the asphalt concrete was generally compacted to at least 93 percent of the Hveem density, and that the asphalt placed along the south side of Ponto Drive (Stafions 11-i-00 to 16+50) was compacted to at least 90 percent of the Hveem density. N;\Projects\SD\SD126A Carlsbad Hilton, Grading T&0\1 l-0159\n-0159R\l l-0159R.doc Report of Compaction Test Results Hilton Carlsbad Oceanfront Resort & Spa Wave Crest Oceanfront, LLC Project No. SD-126A July 26, 2012 Page 5 5.2 Buildinq Pads: It is our professional opinion that remedial grading for the hotel and parking garage building pad areas was conducted in general accordance with the intent of our geotechnical recommendafions, and with the geotechnical requirements of the City of Carlsbad. Laboratory tests indicate that the bearing soils generally consist of silty sand (SM) with a very low expansion potenfial and negligible soluble sulfate content. The foundafions for the parking garage were deepened through the fat clay to also bear on dense sandy soils, in general accordance with the geotechnical recommendafions presented in the referenced document (GDC, 2011b). 5.3 Pipe Zone Materials: Some of the underground improvements at the site required bedding sand with a Sand Equivalent greater than 30. A selected sample of the on-site sandy soils was initially tested for Sand Equivalent in general accordance with ASTM D2419. The on-site soil had a Sand Equivalent of 24, and was therefore not considered suitable for use within the pipe zone. Instead, an imported poorly graded sand with silt (SP- SM) was used for pipe bedding (Soil No. 6). Our tests indicate that the imported pipe zone material had a Sand Equivalent of 40. 5.4 Pavements: Roughly 3,200 tons of Crushed Miscellaneous Base (CMB) was produced from exisfing concrete demolifion debris at the site. The CMB was used within the new Ponto Road pavement secfion. Conformance tests for the CMB included particle size analysis, R-Value, Sand Equivalent, and Durability, as summarized in Figures B-6.1 through B-6.5. The test results indicate that the base generally conformed to requirements for ^A- inch Maximum Crushed Miscellaneous Base (CMB) from Secfion 200-2.4 of the Standard Specifications for Public Worics Construction (SSP\yQ. However, Samples B-3 through B-5 did not meet the gradation or Sand Equivalent requirements for CMB. The failing CMB was generally used to stabilize areas of soft, yielding subgrade (after excavating the wet soils and placing Tensar TX-5 geogrid across the remedial excavation bottoms). GROUP: bbWtlHtVlfl Once the CMB was depleted. Processed Miscellaneous Base (PMB) was imported to the site. Conformance testing was also conducted for the PMB. As shown in Figures B-6.6 through B-6.8, the PMB conformed to the quality and gradation requirements in Section 200-2.5 of the SSPWC. IN:\Projects\SD\SD126A Carlsbad Hilton, Grading T&0\1 l-0159\n-0159R\l l-0159R.doc Report of Compaction Test Results Hilton Carlsbad Oceanfront Resort & Spa Wave Crest Oceanfront, LLC Project No. SD-126A July 26, 2012 Page 6 Conformance tests were also conducted on the Type 111, Class B2 (y4-inch Maximum) and Class C2 (Va-inch maximum) asphalt concrete used on Ponto Road. Conformance tests for the asphalt included oil extraction and gradation, Hveem and maximum theoretical densities, stabilometer, and air voids. The asphalt concrete conformance test results are summarized in Figures B-7.1 through B-7.7. The conformance tests indicate that the asphalt concrete we tested generally met the gradation and quality requirements from Section 400-4 of the SSPWC. However, it should be noted that Sample AC-6 had a stabilometer value of 33, which is slightiy below the minimum value of 35 specified in the SSPWC (see Figure B-7.6). Gap Graded, Type G, Va-inch maximum Asphalt Rubber Hot Mix (ARHM) was used for the asphalt overiay on Carisbad Boulevard. Group Delta was not asked to provide an opinion regarding the ARHM overlay. However, we generally do not recommend overiaying rigid Portiand cement concrete (PCC) pavements with flexible asphalt concrete. PCC pavements rock when loaded by heavy trucks, and this rocking motion often results in reflective cracking of asphalt concrete placed directly over the PCC control joints. We did sample and test the finish course of the ARHM (see Figure B-7.8). It should be noted that Aggregate Corrections Factors (ACF) were applied to the extracted gradation shown for the ARHM based on our recent experience with a similar ARHM-GG-C mix (GDC, 201 If). GROUP^ DELTAj 5.5 Exclusions: Once the remedial earthwork was completed within the building pad areas, Group Delta personnel provided part-time testing and observation services when requested by the site superintendent. We were not asked to test and observe a variety of items such as backfill of the various on-site drainage improvements, backfill of the irrigation trenches, preparation and compaction of the on-site sidewalk subgrade (including the PCC deck around the swimming pool), and construction of portions of the fire truck access lane. In addition, we were not given sufficient notice to schedule the appropriate field personnel to test and observe the placement and compacfion of the base course of asphalt concrete placed for the Carisbad Boulevard widening. No representations are made as to the quality and extent of materials we did not observe. N:\Projects\SD\SD126A Carlsbad Hilton, Grading T&O\ll-0159\n-0159R\ll-0159R.doc Report of Compaction Test Results Hilton Carlsbad Oceanfront Resort & Spa Wave Crest Oceanfront, LLC Project No. SD-126A July 26, 2012 Page 7 6.0 LIMITATIONS Our services were performed using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable soils engineers and geologists practicing in this or similar localities. No warranty, express or implied, is made as to the conclusions and professional advice included in this report. The samples taken and used for testing, the observations made, and the in-place field testing performed are believed to be representative of the project. However, soil and geologic conditions can vary significantiy between tested or observed locations. We have appreciated this opportunity to be of professional service. Please feel free to contact the office with any quesfions or comments, or if you need anything else. GROUP DELTA CONSULTANTS Matthew A. Fagan, P.E. 57248 Senior Engineer Distribution: (1) Addressee, Mr. John Yeakey (iohnveakev(5)yahoo.com) (1) Soltek Pacific, Mr. John Robbins (irobbins(Ssoltekpacific.com) (1) City of Carisbad (grant.clavier(a)carlsbadca.gov) GROUPi N:\Projects\SD\SD126A Carlsbad Hilton, Grading T&0\1 l-0159\n-0159R\ll-0159R.doc APPENDIX A REFERENCES American Society for Tesfing and Materials (2006). Annual Book of ASTM Standards, Section 4, Construction, Volume 04.08 Soil and Rock (I); Volume 04.09 Soil and Rock (ll); Geosyntiietics, ASTM, West Conshohocken, PA, Compact Disk. APWA et al. (2006). Standard Specifications for Public Works Construction, Untreated Base Materials, Asplialt Concrete, BNI, Vista, CA. Geotechnics Incorporated (2009). Geotechnical Investigation, Hilton Carlsbad Beach Resort and Spa, Carlsbad, CA, Document No. 09-0206, April 24. Group Delta Consultants (2010). Proposal for Geotechnical Services, Testing and Observation of Earthwork Construction, Hilton Carlsbad Oceanfront Resort, Carlsbad, California, Proposal No. SDlO-215, December 15. Group Delta Consultants (2011a). Cistern Backfill Recommendations, Hilton Carlsbad Oceanfront Resort & Spa, Carlsbad, California, Project No. SD- 126A, Document No. 11-0032, January 31. Group Delta Consultant (201 lb). Parking Garage Foundation Recommendations, Hilton Carlsbad Oceanfront Resort & Spa, Carlsbad, California, Project No. SD-126A, Document No. 11-0047, February 9. Group Delta Consultant (201 lc). Testing of Pavement Subgrade Materials, Hilton Carlsbad Oceanfront Resort & Spa (Ponto Road), Carlsbad, California, Project No. SD-126A, Document No. 11-0074, March 1. Group Delta Consultant (201 Id). Foundation Plan Review Comments, Hilton Carlsbad Beach Resort and Spa (Parking Garage), Carlsbad, California, Project No. SD-126A, Document No. 11-0081, March 3. Group Delta Consultant (201 le). Foundation Surcharge on Retaining Walls, Hilton Carlsbad Beach Resort and Spa, Carlsbad, California, Project No. SD-126A, Document No. 11-0122, March 31. GROUP. DELTAS coNsiirAMS Group Delta Consultant (20110- ARHM Asphalt Concrete Confonnance Test Results, City of El Centro, 2010 Roads Rehabilitation, El Centro, California, Project No. EC-176, Document No. 11-0178R, June 10. Southern California Soil and Testing inc. (2000). As-Graded Geotechnical Report, Pacific Shores South, Carlsbad Boulevard and Poinsettia Lane, dob No. 9811238.13, dated August 25. IH:\Projects\SD\SD126A Carlsbad Hilton, GradingT&0\1 l-0159\ll-0159R\ll-0159R.doc APPENDIX B U\BORATORY TESTING Selected samples were tested using generally accepted standards. Laboratory testing was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions and in the same locality. No warranty, express or implied, is made as to the correctness or serviceability of the test results or the conclusions derived from these tests. Where a specific laboratory test method has been referenced, such as ASTM, Caltrans, or AASHTO, the reference applies only to the specified laboratory test method and not to associated referenced test methods or practices, and the test method referenced has been used only as a guidance document for the general performance of the test and not as a "Test Standard." A brief description of the tests performed follows: Classification: Soils were classified visually according to the Unified Soil Classification System as established by the American Society of Civil Engineers in general accordance with the procedures outlined in ASTM test method D2488. Maximum Density/Optimum Moisture: The maximum density and optimum moisture of selected soil samples were determined by using test method ASTM D1557. For samples with more than 10 percent plus y4-inch material, the maximum densities and optimum moisture contents were corrected using ASTM D4718. The test results are summarized in Figures B-1.1 and B-1.2. Expansion Index: The expansion potentials of selected samples of finish grade soils within the building pad areas were estimated in general accordance with the laboratory procedures outiined in ASTM test method D4829. The test results are summarized on Figure B-2. iGROUPi DELTA Sulfate Content: To assess the potential for reactivity with concrete, selected soil samples were tested for water soluble sulfate. The sulfate was extracted from the soil under vacuum using a 10:1 (water to dry soil) dilution ratio. The extracted solution was tested for water soluble sulfate in general accordance with ASTM D516. The test results are presented in Figure B-2. IN:\Projects\SD\SD126A Carlsbad Hilton, Grading T&O\ll-0159\n-0159R\ll-0159R.doc APPENDIX B LABORATORY TESTING (Continued) R-Value: R-Value tests were performed on selected pavement subgrade materials in general accordance with California Test Method 301. The test results are summarized in Figure B-3. Particle Size Analvsis: Particle size analyses were performed in general accordance with ASTM D422, and were used to supplement visual soil classifications. The test results are presented in Figure B-4. Direct Shear: The shear strength of a selected sample of the fat clay encountered 3-feet beneath the parking structure slab-on-grade was assessed using direct shear testing performed in general accordance with ASTM D3080. The samples were carved from relatively undisturbed blocks of the clay, then inundated with water and tested for shear strength. The test results are summarized in Figure B-5. Base Conformance Tests: Conformance testing was conducted on selected samples of the Crushed Miscellaneous Base fabricated at the site. Individual laboratory tests included Sieve Analysis (ASTM C136), Sand Equivalent (ASTM D2419), R-Value (ASTM D2844), and Durability (ASTM D3744). The test results are presented in Figures B-6.1 through B-6.8. Asphalt Concrete Conformance: Laboratory conformance testing was also conducted on a selected asphalt concrete sample. Individual tests included Extracted Gradation (ASTM C136), Specific Asphalt Content (ASTM D6307), Hveem Density (ASTM 1562), Maximum Theoretical Density (ASTM D2041), and Stabilometer (ASTM D1560). The results are shown in Figures B-7.1 to B-7.8. DELTAS N:\Projects\SD\SD126A Carlsbad Hilton, Grading T&O\H-0159\l 1-0159R\1 l-0159R.doc MAXIMUM DENSITY & OPTIMUM MOISTURE (ASTMD1557&D4718) ID DESCRIPTION MAXIMUM DENSITY [Me] OPTIMUM MOISTURE [%] 1 FILL: Brown siltv sand (SM). 131 8y2 2 FILL: Brown siltv sand (SM). 130 9 3A FILL: Brown siltv sand (SM) with 0% aravel. 122'/2 8'72 3B FILL: Brown siltv sand (SM) with 5% qravel. 124.1 8.1 3C FILL: Brown siltv sand (SM) with 10% aravel. 125.8 7.8 3D FILL: Brown siltv sand (SM) with 15% qravel. 127.5 7.4 3E FILL: Brown siltv sand (SM) with 20% aravel. 129.2 7.0 3F FILL: Brown siltv sand (SM) with 25% aravel. 131.0 6.6 3Q FILL: Brown siltv sand (SM) witbi 30% aravel. 132.8 6.3 4 FILL: Brown siltv sand (SM). 129 9 5 FILL: Brown siltv sand (SM). 125 11 6 FILL: Grav brown poorlv araded sand with silt (SP-SM). 1321/2 8/2 7 FILL: Imported vellow brown siltv sand (SM). 124 11 8 FILL: Imported arav brown poorlv araded sand (SP). 132'/2 7'/2 9 FILL: Imported vellow brown siltv sand (SM). 131'/2 872 10 FILL: Imported reddish brown siltv sand (SM). 130 872 11 FILL: Reddish brown siltv sand (SM) - Carisbad Blvd 128 8 1^ 370/taapola Avenue, Suite 212, Torrence, CA 90501 DoCUmCnt No. 11-0159 32 Mauchly, Suite B, irane, CA 92618 LABORATORY TEST RESULTS Proiect No. SD-126A r f 4201 Santa Ana St., Suite F; Onlario, CA 91761 •' r-ir^r rrtc nriTA 9245 Activity Road, Suite 103, San Diego. CA92126 FIGURE B-1.1 MAXIMUM DENSITY & OPTIMUM MOISTURE (ASTMD1557&D4718) ID DESCRIPTION iVlAXIMUM DENSITY [Ib/ft^l OPTIMUM MOISTURE [%] B-1 BASE: Crushed Miscellaneous Base (On-Site Crusher). 119'/2 12 B-4 BASE: Crushed Miscellaneous Base (On-Site Crusher). 119'/2 12 B-6 BASE: Hanson arav brown Class 2 aaareaate base. 135 6 B-7 BASE: Hanson recvcled Class 2 aaareaate base. 122'/2 10 B-8 BASE: Hanson recvcled Class 2 aaareaate base. 12172 9'/2 B-9 BASE: Hanson recvcled Class 2 aaareaate base. 119 1272 B-10 BASE: Hanson recvcled Class 2 aaareaate base. 119'/2 12 370 Amapola Avenue, Suite 212. Torrence, CA 90501 32 Mauchly, Suite B, Irvine, CA 92618 LABORATORY TEST RESULTS 4201 Santa Ana St., Suite Ontario, CA 91761 j^g^ 9245 Activity Road, Suite 103, San Diego, CA 92126 Document No. 11-0159 Project No. SD-126A FIGURE B-1.2 EXPANSION AND SULFATE TEST RESULTS (ASTMD4829&D516) ID SAMPLE DESCRIPTION SOLUBLE SULFATE EXPANSION INDEX EI-1 Gray fat clay (CH), 3-feet below parking structure. — 212 EI-2 Brown silty sand (SM), west half parking structure. < 0.01% 0 EI-3 Brown silty sand (SM), east half parking structure. 0.01% 0 EI-4 Brown silty sand (SM), north hotel basement pad. < 0.01% 0 EI-5 Brown silty sand (SM), middle hotel basement pad. < 0.01% 0 EI-6 Brown silty sand (SM), south hotel basement pad. 0.02% 0 EI-7 Brown silty sand (SM), north portion of hotel pad. < 0.01% 0 EXPANSION INDEX POTENTIAL EXPANSION Oto 20 Very low 21 to 50 Low 51 to 90 Medium 91 to 130 High Above 130 Very High SULFATE CONTENT [%] SULFATE EXPOSURE CEMENT TYPE 0.00 to 0.10 Negligible - 0.10 to 0.20 Moderate II, IP(MS), IS(MS) 0.20 to 2.00 Severe V Above 2.00 Very Severe V plus pozzolan ^^•a 370 Amapola Avenue, Suite 212, Torrence, CA 90501 32 Mauchly, Suite B, irvine, CA 92618 LABORATORY TEST RESULTS f % 4201 Santa Ana St., Suite F, Ontario, CA 91761 9245 Activity Road, Suite 103, San Diego, CA 92126 Document No. 11-0159 Project No. SD-126A FIGURE B-2 R-VALUE TEST RESULTS (CTM 301) Sample Street Name Station Sample Represents R-Value R-l Ponto Road 24+50 Stations 23+00 to 26+40 72 R-2 Ponto Road 20+00 Stations 20+00 to 23+00 70 R-3 Ponto Road 18+50 Stations 17+00 to 20+00 76 R-4 Ponto Road 11 + 00 Stations 11+00 to 13+50 68 R-5 Ponto Road 14+00 Stations 13+50 to 17+00 72 ^^1^ 370 Amapola Avenue. Suite 212, Torrence, CA 90501 r~^^ 32Mauchly, Suites, Irvine, CA92618 f 4201 Santa Ana St, Suite F, Ontario, CA 91761 MITA, 9245 Activity Road, Suite 103, San Diego, CA 92126 Document No. 11-0159 LABORATORY TEST RESULTS Project No. SD-126A FIGURE B-3 100 90 80 .S>70 U.S. Standard Sieve Sizes It • ^U7o <j ravel iu7o aana <-> 90"/o unes—> 73 CD 50 ££40 CD CL 30 20 10 100 10 1 0.1 Grain Size in IVlillimeters 0.01 0.001 COARSE FINE COARSE MEDIUM FINE SILT AND GRAVEL SAND CLAY SAMPLE SAMPLE NUMBER: EI-1 EXPANSION INDEX: 212 UNIFIED SOIL CLASSIFICATION: DESCRIPTION: FAT CLAY CH ATTERBERG LIMITS LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX 104 28 76 370 Amapola Avenue, Suite 212, Torrence, CA 90501 r'^^J 32 Mauchly, Suite B, Irvine, CA 92618 ^ 4201 Santa Ana St., Suite F, Ontario, CA 91761 SMA 9245 Activity RoacJ, Suite 103, San Diego, CA 92126 SOIL CLASSIFICATION Document No. 11-0159 Project No. SD-126A FIGURE B-4 1400 0.0 1.0 2.0 3.0 4.0 5.0 6.0 STRAIN I%] 7.0 8.0 9.0 10.0 4000 3500 3000 ^ 2500 OT OT m ^ 2000 OT ec < ^ 1500 OT 1000 500 • Peak Strength Test Results 17 Degrees, 450 PSF Cohesion • Ultimate Strength Test Results 12 Degrees, 450 PSF Cohesion • Peak Strength Test Results 17 Degrees, 450 PSF Cohesion • Ultimate Strength Test Results 12 Degrees, 450 PSF Cohesion -! - i - - - - 500 1000 1500 2000 2500 NORMAL STRESS [PSF] 3000 3500 4000 PEAK ULTIMATE 17° 12° c 450 PSF 450 PSF IN-SITU AS-TESTED Yd 84.2 PCF 84.2 PCF Wc 33.7 % 35.7 % SAMPLE: EI-1 Description: Gray brown fat clay (CH). (Encountered ~3-feet beneath garage slab). 0.0002 IN/MIN STRAIN RATE: (Sample was consolidated and drained) n 370 Amapola Ave., Suite 212, Torrance, CA 90501 32 Mauchly, Suite B, In/ine, CA 92618 4201 Santa Ana St, Suite F, Ontario, CA 91761 9245 Activity Road, Suile 103, San Diego, CA 92126 DIRECT SHEAR TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE B-5 100 90 80 70 g 60 >< C 0) u o 0. 50 40 30 20 10 100 3/4" 3/8" #4 U.S. standard Sieve Sizes #8 #16 #30 #50 #100 #200 A\ "\ \\ \\ • A \ \ \ ^ \ \ \ N \ I jpf >ER LIMH OF SPE : F IC A TK DN \^ / / ' s \ ^( V N < N LOW ER LIMIT ( )F • J 5P EC ;|FICA1 HON • II 1 1II1 M 1 1 1 10 1 Grain Size in Millimeters 0.1 0.01 SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE VA" 100 100 3/4" 95 85 -100 3/8" 74 55-75 No. 4 58 35-60 No. 8 45 No. 16 35 No. 30 27 10-30 No. 50 17 No. 100 9 No. 200 5.8 2-9 MAXIMUM DENSITY (ASTM 01557) MAXIMUM DENSITY: 11972 PCF OPTIMUM MOISTURE: 12% CRUSHED MISCELLANEOUS BASE, FINE QUALITY SPECIFICATIONS RESULTS SPECIFIED STANDARD SPECIFICATIONS FOR PUBLIC WORKS R-VALUE (CTM 301, ASTM D2844) 82 78 MIN CONSTRUCTION, 2006 EDITION, SECTION 200-2.4 SAND EQUIVALENT (CTM 217, ASTM D2419) 53 35 MIN DURABILITY (CTM 229, ASTM D3744) 55 40 MIN SAMPLE ID: B-1 PERCENTAGE WEAR (ASTM C131) DATE SAMPLED: 2/9/2011 100 REVOLUTIONS 15 MAX SAMPLE LOCATION: Crusher @ 308 tons 500 REVOLUTIONS 52 MAX rl 370 Amapola Ave., Suite 212, Torrance, CA 90501 32 Mauchly, Suite B, Irvine, CA 92618 4201 Santa Ana St., Suite F, Ontario, CA 91761 9246 Activity Road, Suite 103, San Diego, CA 92126 CONFORMANCE TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE B-6.1 Analysis/Lab/Base2006.xls updated; 06/07 100 90 80 70 s: 60 (1) >> i-cu c il. *-» c 0) u cu Q. 50 40 30 20 10 100 3/4" 3/8" #4 U.S. Standard Sieve Sizes #8 #16 #30 #50 #100 #200 \\ \\ \ \ \ A I \ ' \ \ I JPF >ER LIMH "OF SPE Z F IC A TK 3N / \ / \ 1 / s t •• S • LOW ER LIMIT OF c >P EC ;iFi CAl noN • II 1 llllllll 1 10 1 Grain Size in Millimeters 0.1 0.01 SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE r/z" 100 100 3/4" 96 85- 100 3/8" 71 55-75 No. 4 54 35-60 No. 8 42 No. 16 33 No. 30 26 10-30 No. 50 16 No. 100 9 No. 200 5.5 2-9 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: CRUSHED MISCELLANEOUS BASE, FINE QUALITY SPECIFICATIONS RESULTS SPECIFIED STANDARD SPECIFICATIONS FOR PUBLIC WORKS R-VALUE (CTM 301, ASTM D2844) 78 MIN CONSTRUCTION, 2006 EDITION, SECTION 200-2.4 SAND EQUIVALENT (CTM 217, ASTM D2419) 53 35 MIN DURABILITY (CTM 229, ASTM D3744) 40 MIN SAMPLE ID: B-2 PERCENTAGE WEAR (ASTM C131) DATE SAMPLED: 2/10/2011 100 REVOLUTIONS 15 MAX SAMPLE LOCATION: Crusher @ 1,000 tons 500 REVOLUTIONS 52 MAX CKOUI' rl ori.TA 370 Amapola Ave.. Suile 212. Torrance, CA 90501 32 Mauchly, Suile B. Irvine, CA 92618 4201 Santa Ana SI., Suite F, Ontario, CA 91761 9246 Activity Road. Suile 103, San Diego, CA 92126 CONFORMANCE TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE B-6.2 Analysis/Lab/Base2006.xls updated: 06/07 05 o c c CD U CD Q. 100 90 80 - 70 60 50 40 30 20 10 3/4" 3/8" U.S. standard Sieve Sizes #4 #8 #16 #30 #50 #100 #200 ^\ A \ \ • s I JPF 'ER LIMH "OFSPE c F IC A TK s / / s t / \ \ / \ • LOW ER LIMIT C DF • . 5P EC ;iF CA^ TON 9 II 1 llllllll 1 100 10 1 Grain Size in Millimeters 0.1 0.01 SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE V/z" 100 100 3/4" 95 85-100 3/8" 78 55-75 No. 4 64 35-60 No. 8 55 No. 16 48 No. 30 41 10-30 No. 50 24 No. 100 12 No. 200 7.2 2-9 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: CRUSHED MISCELLANEOUS BASE, FINE QUALITY SPECIFICATIONS RESULTS SPECIFIED STANDARD SPECIFICATIONS FOR PUBLIC WORKS R-VALUE (CTM 301, ASTM D2844) 84 78 MIN CONSTRUCTION, 2006 EDITION, SECTION 200-2.4 SAND EQUIVALENT (CTM 217, ASTM D2419) 33 35 MIN DURABILITY (CTM 229, ASTM D3744) 61 40 MIN SAMPLE ID: B-3 PERCENTAGE WEAR (ASTM 0131) DATE SAMPLED: 2/11/2011 100 REVOLUTIONS 15 MAX SAMPLE LOCATION: Crusher @ 1,800 tons 500 REVOLUTIONS 52 MAX CKOUI' Fl 370 Amapola Ave.. Suite 212, Torrance. CA 90601 32 Mauchly, Suite B, Irvine, CA 92618 4201 Santa Ana St., Suite F, Ontario, CA 91751 9245 Activity Road, Suite 103, San Diego, CA 92126 CONFORMANCE TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE B-6.3 Analysis/Lab/Base2006.xls updated: 06/07 100 90 80 70 SZ D) '3 5 60 >» g 50 IT cu o 0) Q. 30 20 10 100 3/4" 3/8" #4 U.S. standard Sieve Sizes #8 #16 #30 #50 #100 #200 ^\ ^\ \\ • A I JPF 'ER LIMH f •OFSPE c F IC A TK DN { / V s / s > / / LOW ER LIMIT ( JF 5P EC :iF CA" RON 9 II 1 llllllll 1 10 1 Grain Size in Millimeters 0.1 0.01 SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 172" 100 100 3/4" 95 85-100 3/8" 75 55-75 No. 4 60 35-60 No. 8 50 No. 16 41 No. 30 33 10-30 No. 50 22 No. 100 12 No. 200 8.2 2-9 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: 11972 PCF OPTIMUM MOISTURE: 12 % CRUSHED MISCELLANEOUS BASE, FINE QUALITY SPECIFICATIONS RESULTS SPECIFIED STANDARD SPECIFICATIONS FOR PUBLIC WORKS R-VALUE (CTM 301, ASTM D2844) 78 MIN CONSTRUCTION, 2006 EDITION, SECTION 2Q0-2.4 SAND EQUIVALENT (CTM 217, ASTM D2419) 40 35 MIN DURABILITY (CTM 229, ASTM D3744) 40 MiN SAMPLE ID: B-4 PERCENTAGE WEAR (ASTM C131) DATE SAMPLED: 2/15/2011 100 REVOLUTIONS 15 MAX SAMPLE LOCATION: Crusher @ 2,500 tons 500 REVOLUTIONS 52 MAX CROUP: rl ov.\rv,\ 370 Amapola Ave., Suite 212, Torrance, CA 90601 32 Mauchly, Suite B, In/ine, CA 92618 4201 Santa Ana St., Suite F, Ontario, CA 91761 9245 Activity Road, Suite 103, San Diego. CA 92126 CONFORMANCE TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE B-6.4 Analysis/Lab/Base2006.xls updated: 06/07 100 90 80 *- 70 x: _D) "cu g 60 > I 50 iZ <u u cu 30 20 10 100 3/4" 3/8" U.S. Standard Sieve Sizes #4 #8 #16 #30 #50 #100 #200 A ' > \ \ \ \ \ \ \ \ ft \ s s \ > \ N X I JPF 'ER LIMH OF SPE ; F IC A TK DN s. * \ \ \ \ \ - LOW ER LIMIT OF J >P EC ;iFi CAI riON • II 1 Illllli 1 10 0.1 0.01 Grain Size in Millimeters SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 172" 100 100 3/4" 99 85-100 3/8" 89 55-75 No. 4 76 35-60 No. 8 66 No. 16 58 No. 30 50 10-30 No. 50 33 No. 100 19 No. 200 13.0 2-9 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: CRUSHED MISCELLANEOUS BASE, FINE QUALITY SPECIFICATIONS RESULTS SPECIFIED STANDARD SPECIFICATIONS FOR PUBLIC WORKS R-VALUE (CTM 301, ASTM D2844) 81 78 MIN CONSTRUCTION, 2006 EDITION, SECTION 200-2.4 SAND EQUIVALENT (CTM 217, ASTM D2419) 31 35 MIN DURABILITY (CTM 229. ASTM D3744) 58 40 MIN SAMPLE ID: B-5 PERCENTAGE WEAR (ASTM C131) DATE SAMPLED: 2/16/2011 100 REVOLUTIONS 15 MAX SAMPLE LOCATION: Crusher @ 3,200 tons 500 REVOLUTIONS 52 MAX CKOur rl 370 Amapola Ave., Suite 212, Torrance, CA 90501 32 Mauchly, Suite B, Irvine, CA 92618 4201 Santa Ana St., Suite F, Ontario, CA 91761 9246 Activity Road, Suite 103, San Diego, CA 92126 CONFORMANCE TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE B-6.5 Analysis/Lab/Base2006.xls updated: 06/07 100 90 80 70 ut 60 Sl 50 c 40 CD U CU °- 30 20 10 100 3/4" 3/8" U.S. Standard Sieve Sizes #4 #8 #16 #30 #50 #100 #200 \\ \\ 1 *\ \ \\ \ \\ \ \ 1 1 \ N \ i ll \ \ UPPER LIMIT OF SPECIFICATION \ \ N \ s / s LO WE R LIM IT OF SPE C F c AT 10 • III 1 Illllli • 10 1 Grain Size in Millimeters 0.1 0.01 SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 172" 100 100 3/4" 96 85-100 3/8" 69 55-75 No. 4 49 35-60 No. 8 36 No. 16 26 No. 30 19 10-30 No. 50 13 No. 100 8 No. 200 4.8 2-9 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: 12272 PCF OPTIMUM MOISTURE: 10% PROCESSED MISCELLANEOUS BASE, FINE QUALITY SPECIFICATIONS RESULTS SPECIFIED STANDARD SPECIFICATIONS FOR PUBLIC WORKS R-VALUE (CTM 301, ASTM D2844) 80 78 MIN CONSTRUCTION, 2006 EDITION, SECTION 200-2.5 SAND EQUIVALENT (CTM 217, ASTM D2419) 55 35 MIN DURABILITY (CTM 229, ASTM D3744) 46 35 MIN SAMPLE ID: B-7 PERCENTAGE WEAR (ASTM C131) DATE SAMPLED: 1/25/2012 100 REVOLUTIONS 15 MAX SAMPLE LOCATION: Parking Lot Areas 500 REVOLUTIONS 52 MAX CROUP rl OV.I.TA- 370 Amapola Ave.. Suite 212, Torrance, CA 90501 32 Mauchly, Suite B, Irvine, CA 92618 4201 Santa Ana St., Suite F, Ontano, CA 91761 9245 Activity Road, Suite 103, San Diego, CA 92126 CONFORMANCE TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE B-6.6 Analysis/Lab/Base2006.xls updated: 06/07 100 90 80 *-70 s: O) g 60 >. JO S 50 c g40 o o 30 20 10 0 100 3/4" 3/8" #4 U.S. Standard Sieve Sizes #8 #16 #30 #50 #100 #200 -- UPPER LIMIT OF SPECIFICATION VS. \ \\. N / V / / N S LO WE R LIM IT OF SP C F C M I0( g • Ill 1 111 II II 10 1 Grain Size in Millimeters 0.1 0.01 SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 172" 100 100 3/4" 97 85-100 3/8" 76 55-75 No. 4 58 35-60 No. 8 46 No. 16 36 No. 30 26 10-30 No. 50 16 No. 100 10 No. 200 5.6 2-9 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: 119 PCF OPTIMUM MOISTURE: 1272% PROCESSED MISCELLANEOUS BASE, FINE QUALITY SPECIFICATIONS RESULTS SPECIFIED STANDARD SPECIFICATIONS FOR PUBLIC WORKS R-VALUE (CTM 301, ASTM D2844) 82 78 MIN CONSTRUCTION, 2006 EDITION, SECTION 200-2.5 SAND EQUIVALENT (CTM 217, ASTM D2419) 50 35 MIN DURABILITY (CTM 229, ASTM D3744) 44 35 MIN SAMPLE ID: B-9 PERCENTAGE WEAR (ASTM C131) DATE SAMPLED: 4/23/2012 100 REVOLUTIONS 15 MAX SAMPLE LOCATION: Carlsbad Boulevard Widening 500 REVOLUTIONS 52 MAX 370 Amapola Ave., Suite 212, Torrance, CA 90501 32 Mauchly, Suite B, Irvine, CA 92618 4201 Santa Ana St., Suite F, Onlario, CA 91761 9245 Activity Road, Suite 103, San Diego, CA 9212f CONFORMANCE TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE B-6.7 Analysis/Lab/Base2006.xls updated: 06/07 100 90 80 70 '55 Sl cu c 60 50 c 40 o CJ <u a. 30 20 10 100 3/4" 3/8" #4 U.S. Standard Sieve Sizes #8 #16 #30 #50 #100 #200 ^\ *\ \\ \ UPPER LIMIT OF SPECIFICATION \ > •\ r S s LO WE R LIM IT OF SP E C F c AT IOI III 1 II1 1 II 1 10 1 Grain Size in Millimeters 0.1 0.01 SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 172" 100 100 3/4" 95 85-100 3/8" 76 55-75 No. 4 58 35-60 No. 8 44 No. 16 32 No. 30 23 10-30 No. 50 15 No. 100 9 No. 200 5.9 2-9 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: 11972 PCF OPTIMUM MOISTURE: 12% PROCESSED MISCELLANEOUS BASE, FINE QUALITY SPECIFICATIONS RESULTS SPECIFIED STANDARD SPECIFICATIONS FOR PUBLIC WORKS R-VALUE (CTM 301, ASTM D2844) 86 78 MiN CONSTRUCTION, 2006 EDITION, SECTION 200-2.5 SAND EQUIVALENT (CTM 217, ASTM D2419) 53 35 MIN DURABILITY (CTM 229, ASTM D3744) 40 35 MIN SAMPLE ID: B-10 PERCENTAGE WEAR (ASTM C131) DATE SAMPLED: 5/1/2012 100 REVOLUTIONS 15 MAX SAMPLE LOCATION: Fire Truck Access Road 500 REVOLUTIONS 52 MAX CROUP rl 370 Amapola Ave.. Suite 212, Torrance, CA 90501 32 Mauchly, Suile B, Irvine, CA 92618 4201 Santa Ana St., Suite F, Ontario. CA 91761 9245 Activily Road, Suite 103, San Diego, CA 92126 CONFORMANCE TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE B-6.8 Analysis/Lab/Base2006.xls updated 06/07 100 90 80 0,70 I >,60 i_ CU := 50 cu 40 30 20 10 0 100 3/4" 1/2" 3/8" #4 U.S. Standard Sieve Sizes #8 #16 #30 #50 #100 #200 \ \ \ \ \ V' 1 \ ^ \ 1 v \ \ L JF P EF .L MIT OFJ / SPECIFIC A T IC )N \ L JF P EF .L MIT OFJ / SPECIFIC A T IC )N p. / N L( DWE ER Ll MIT OF SI 'E C F C AT ON L( DWE ER Ll MIT OF SI 'E C F C AT ON • 10 1 Grain Size in Millimeters 0.1 0.01 TYPE III CLASS B2 ASPHALT CONCRETE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION, SECTION 400-4 QUALITY SPECIFICATIONS SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL MOVING TESTED TEST RESULT AVERAGE 1" 100 100 100 3/4" 100 87-100 90-100 1/2" 89 3/8" 70 50-80 60-75 No.4 45 30-60 40-55 No. 8 32 22-44 27-40 No. 16 24 No. 30 18 8-26 12-22 No. 50 11 No. 100 7 No. 200 4 1 -8 3-6 TEST RESULTS SPECIFIED SAMPLE ID: DATE SAMPLED: SAMPLE LOCATION: AC-1 4/22/2011 Ponto Road, Station 20+90 SAND EQUIVALENT (ASTM D2419) — 45 MIN STABILOMETER VALUE (ASTM D1560) 39 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307) 5.7% 4.6% - 6.0% HVEEM DENSITY (ASTM 1562) 145.0 N/A MAXIMUM THEORITICAL DENSITY (ASTM D2041) 152.1 N/A PERCENT AIR VOIDS (ASTM D2041) 4.7% 3.0% - 5.0% CROUP Pl J2ELIA 370 Amapola Ave.. Suite 212, Torrance, CA 90501 32 Mauchly, Suite B, Irvine, CA 92518 4201 Santa Ana Sl., Suite F, Ontario CA 91761 9245 Activity Road, Suite 103, San Diego, CA 92126 ASPHALT CONCRETE CONFORMANCE Document No. 11-0159 Project No. SD-126A FIGURE B-7.1 Analysis/Lab/Base2Q04.xls updated: 09/04 100 90 80 1,70 cu >,60 Sl cu £50 §40 1-(U Q. 30 20 10 0 100 3/4" 1/2" 3/8" #4 U.S. Standard Sieve Sizes #8 #16 #30 #50 #100 #200 \ \ ^ —X V-\ \ \ \ \ 1 \ \ L JF p EF > L MIT OFJ SPECIFIC A T IC DN \ L JF p EF > L MIT OFJ SPECIFIC A T IC DN V > N L( DWE ER Ll MIT OF SI 'E c F Ci M ON L( DWE ER Ll MIT OF SI 'E c F j ON 10 1 Grain Size in Millimeters 0.1 0.01 TYPE III CLASS B2 ASPHALT CONCRETE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION, SECTION 400-4 QUALITY SPECIFICATIONS SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL MOVING TESTED TEST RESULT AVERAGE 1" 100 100 100 3/4" 100 87-100 90 -100 1/2" 93 3/8" 68 50-80 60-75 No. 4 46 30-60 40 - 55 No. 8 33 22-44 27-40 No. 16 24 No. 30 17 8-26 12-22 No. 50 11 No. 100 7 No. 200 5 1 -8 3-6 TEST RESULTS SPECIFIED SAMPLE ID: DATE SAMPLED: SAMPLE LOCATION: AC-2 10/17/2011 Ponto Road, Station 13+50 SAND EQUIVALENT (ASTM D2419) ~ 45 MIN STABILOMETER VALUE (ASTM D1560) 36 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307) 5.6% 4.6% - 6.0% HVEEM DENSITY (ASTM 1562) 145.5 N/A MAXIMUM THEORITICAL DENSITY (ASTM D2041) 152.0 N/A PERCENT AIR VOIDS (ASTM D2041) 4.3% 3.0% - 5.0% rl 370 Amapola Ave., Suite 212, Torrance, CA 90501 32 Mauchly, Suite B, Irvine, CA 92618 4201 Santa Ana St., Suite F, Ontario, CA 91761 9245 Activity Road, Suite 103, San Diego, CA 92126 ASPHALT CONCRETE CONFORMANCE Document No. 11-0159 Project No. SD-126A FIGURE B-7.2 Analysis/Lab/Base2004.xls updated: 09/04 100 90 80 0)70 i >.60 Sl <u .£ 50 §40 cu Q. 30 20 10 100 3/4" 1/2" 3/8" #4 U.S. Standard Sieve Sizes #8 #16 #30 #50 #100 #200 \ \ 1 \ ^ ! \ ] \ \ 1 \ \ \ L JF P EF tL MIT OFJ SPECIFIC A T IC )N \ L JF P EF tL MIT OFJ SPECIFIC A T IC )N s \ s N •s. < k . - L< DWE ER Ll VIIT OF Sf 'E C F Ci ON v^ L< DWE ER Ll VIIT OF Sf 'E C F Ci ON ^ • . • 10 1 Grain Size in Millimeters 0.1 0.01 TYPE III CLASS B2 ASPHALT CONCRETE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION, SECTION 400-4 QUALITY SPECIFICATIONS SIEVE SIZE PERCENT FINER AS TESTED SPECIFICATION SIEVE SIZE PERCENT FINER AS TESTED INDIVIDUAL TEST RESULT MOVING AVERAGE 1" 100 100 100 3/4" 100 87-100 90-100 1/2" 88 3/8" 66 50-80 60-75 No. 4 44 30-60 40-55 No. 8 32 22-44 27-40 No. 16 25 No. 30 19 8-26 12-22 No. 50 13 No. 100 8 No. 200 5 1 -8 3-6 TEST RESULTS SPECIFIED SAMPLE ID: DATE SAMPLED: SAMPLE LOCATION: AC-3 1/27/2012 Ponto Road, Station 19+50 SAND EQUIVALENT (ASTM D2419) ~ 45 MIN STABILOMETER VALUE (ASTM D1560) 36 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307) 5.6% 4.6% - 6.0% HVEEM DENSITY (ASTM 1562) 146.5 N/A MAXIMUM THEORITICAL DENSITY (ASTM D2041) 152.2 N/A PERCENT AIR VOIDS (ASTM D2041) 3.7% 3.0% - 5.0% CRCKIP rl Dl-LTA 370 Amapola Ave., Suite 212. Ton-ance, CA 90501 32 Mauchly, Suite B, Irvine, CA 92618 4201 Santa Ana SI,, Suite F, Ontano, CA 91761 9245 Activity Road, Suite 103, San Diego, CA 92126 ASPHALT CONCRETE CONFORMANCE Document No. 11-0159 Project No. SD-126A FIGURE B-7.3 Analysis/Lab/Base2004.xls updated: 09/04 100 90 80 SZ 'cu 70 >«60 XI CU :E 50 §40 CD 0. 30 20 10 0 100 3/4" 1/2" 3/8" #4 U.S. Standard Sieve Sizes #8 #16 #50 #100 #200 \ • A A \\ \ \ —\—\ 1 \ \ JF P EF t L MIT OF £ SPECIFIC A T IC )N JF P EF t L MIT OF £ SPECIFIC A T IC )N —1 s s L( DWE ER Ll MIT OF S P E C F CAT ON W 10 1 Grain Size in Millimeters 0.1 0.01 TYPE III CLASS B2 ASPHALT CONCRETE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION, SECTION 400-4 QUALITY SPECIFICATIONS SIEVE SIZE PERCENT FINER AS TESTED SPECIFICATION SIEVE SIZE PERCENT FINER AS TESTED INDIVIDUAL TEST RESULT MOVING AVERAGE 1" 100 100 100 3/4" 100 87-100 90 -100 1/2" 84 3/8" 72 50-80 60-75 No. 4 56 30-60 40-55 No. 8 42 22-44 27-40 No. 16 31 No. 30 22 8-26 12-22 No. 50 13 No. 100 8 No. 200 5 1 -8 3-6 TEST RESULTS SPECIFIED SAMPLE ID: DATE SAMPLED: SAMPLE LOCATION: AC-4 2/20/2012 Hotel Parking Lot Areas SAND EQUIVALENT (ASTM D2419) — 45 MIN STABILOMETER VALUE (ASTM D1560) 46 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307) 6.3% 4.6% - 6.0% HVEEM DENSITY (ASTM 1562) 150.1 N/A MAXIMUM THEORITICAL DENSITY (ASTM D2041) 156.9 N/A PERCENT AIR VOIDS (ASTM D2041) 4.3% 3.0% - 5.0% rl 370 Amapola Ave.. Suite 212, Torrance, CA 90501 32 Mauchly, Suite B, Irvine, CA 92618 4201 Santa Ana St.. Suite F, Ontario, CA 91751 9245 Activity Road, Suile 103, San Diego, CA 92126 ASPHALT CONCRETE CONFORMANCE Document No. 11-0159 Project No. SD-126A FIGURE B-7.4 Analysis/Lab/Base2004.xls updatecJ: 09/04 100 90 80 ;|,70 <U >,60 .n k. cu .E 50 u. §40 u. cu Q. 30 20 10 0 100 3/4" 1/2" 3/8" #4 U.S. Standard Sieve Sizes #8 #16 #30 #50 #100 #200 \ \ kl \ \ ^ \ \ \ \ \ • \ \ N \ JF P ER ! L MIT OF £ SPECIFIC A T IC \ JF P ER ! L MIT OF £ SPECIFIC A T IC \ ,/ •v V L( DWE ER Ll MIT OF S P E c F C AT ON • 10 1 Grain Size in Millimeters 0.1 0.01 TYPE III CLASS B2 ASPHALT CONCRETE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTiON", 2009 EDITION, SECTION 400-4 QUALITY SPECIFICATIONS SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL MOVING TESTED TEST RESULT AVERAGE 1" 100 100 100 3/4" 99 87-100 90-100 1/2" 88 3/8" 69 50-80 60-75 No. 4 45 30-60 40-55 No. 8 32 22-44 27-40 No. 16 24 No. 30 18 8-26 12-22 No. 50 12 No. 100 7 No. 200 4.8 1 -8 3-6 TEST RESULTS SPECIFIED SAMPLE ID: DATE SAMPLED: SAMPLE LOCATION: AC-5 4/23/2012 Carlsbad Boulevard Widening SAND EQUIVALENT (ASTM D2419) — 45 MIN STABILOMETER VALUE (ASTM D1560) 38 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307) 5.9% 4.6% - 6.0% HVEEM DENSITY (ASTM 1562) 146.2 N/A MAXIMUM THEORITICAL DENSITY (ASTM D2041) 151.9 N/A PERCENT AIR VOIDS (ASTM D2041) 3.8% 3.0% - 5.0% CROUP rl 370 Amapola Ave., Suile 212, Torrance, CA 90501 32 Mauchly, Suile B, Irvine, CA 92618 4201 Santa Ana St., Suile F, Onlario, CA 91761 9246 Activity Road, Suite 103, San Diego, CA 92126 ASPHALT CONCRETE CONFORMANCE Document No. 11-0159 Project No. SD-126A FIGURE B-7.5 Ana!ysis/Lab/Base2004,xls updated: 09/04 U.S. standard Sieve Sizes 100 90 80 •§) 70 cu > 60 o if 50 c cu !£ 40 o Q. 30 20 10 0 100 \ \ t \ \ \ \ \ \ \ \ \ \ UPPER LIMIT OF SPECIFICATION \ I \ \ \ \ \ V s s s V L OW PE .c IF IC AT ION •s L OW LK LIMI 1 Ul-PE .c IF IC AT ION W 10 1 0.1 Grain Size in Millimeters 0.01 SIEVE SIZE PERCENT FINER AS TESTED SPECIFICATION SIEVE SIZE PERCENT FINER AS TESTED INDIVIDUAL TEST RESULT MOVING AVERAGE 3/4" 100 100 100 1/2" 99 89-100 95-100 3/8" 88 70-94 75-90 No. 4 56 44-72 50-67 No. 8 40 30-54 35-50 No. 16 30 No. 30 21 10-34 15-30 No. 50 14 No. 100 8 No. 200 5.1 2-10 4-7 TYPE III CLASS C2 ASPHALT CONCRETE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION, SECTION 400-4 QUALITY SPECIFICATIONS TEST RESULTS SPECIFIED SAMPLE ID: DATE SAMPLED: SAMPLE LOCATION: AC-6 5/18/2012 Ponto Drive, Staton 14+50 SAND EQUIVALENT (ASTM D2419) — 45 MIN STABILOMETER VALUE (ASTM D1560) 33 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307) 6.1% 4.8% -6.5% HVEEM DENSITY (ASTM D2726) 144.6 N/A MAXIMUM THEORITICAL DENSITY (ASTM D2041) 151.5 N/A PERCENT AIR VOIDS (ASTM D3203) 4.6% 3.0% - 5.0% CROUP rl Oril.TA 370 Amapola Ave., Suile 212, Torrance, CA 90501 32 Mauchly, Suile B, Irvine, CA 92618 4201 Sanla Ana St., Suite F, Onlano, OA 91761 9245 Activity Road, Suite 103, San Diego, CA 92126 ASPHALT CONCRETE CONFORMANCE Document No. 11-0159 Project No. SD-126A FIGURE B-7.6 Analysis/Lab/Base2004,xls updated: 09/04 U.S. standard Sieve Sizes 100 90 80 70 'cu > 60 o 17 50 c cu o 40 cu a. 30 20 10 100 \ V \ \ \ -V \ \ N \^ UPPER LIMIT OF SPECIFICATION \ \. \ N \ 'A • \ * OW ER L IMIT OF £ A SP E :i FK ;A rioi \ OW ER L IMIT OF £ A SP E :i FK ;A rioi s i 10 1 Grain Size in Millimeters 0.1 0.01 TYPE III CLASS C2 ASPHALT CONCRETE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTiON", 2009 EDITION, SECTION 400-4 QUALITY SPECIFICATIONS SIEVE SIZE PERCENT FINER AS TESTED SPECIFICATION SIEVE SIZE PERCENT FINER AS TESTED INDIVIDUAL TEST RESULT MOVING AVERAGE 3/4" 100 100 100 1/2" 99 89-100 95 -100 3/8" 90 70-94 75-90 No.4 65 44-72 50-67 No. 8 49 30-54 35-50 No. 16 35 No. 30 22 10-34 15-30 No. 50 12 No. 100 7 No. 200 4.3 2-10 4-7 TEST RESULTS SPECIFIED SAMPLE ID: DATE SAMPLED: SAMPLE LOCATION: AC-7 6/8/2012 Ponto Drive SAND EQUIVALENT (ASTM D2419) — 45 MIN STABILOMETER VALUE (ASTM D1560) 38 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307) 6.8% 4.8% - 6.5% HVEEM DENSITY (ASTM D2726) 148.2 N/A MAXIMUM THEORITICAL DENSITY (ASTM D2041) 156.7 N/A PERCENT AIR VOIDS (ASTM D3203) 5.4% 3.0% - 5.0% rl ni-i.TA- 370 Amapola Ave., Suile 212, Torrance, CA 90501 32 Mauchly, Suile B. Irvine, CA 92618 4201 Sanla Ana St., Suite F, Ontano CA 91761 9245 Activity Road, Suite 103, San Diego, CA 92126 ASPHALT CONCRETE CONFORMANCE Document No. 11-0159 Project No. SD-126A FIGURE B-7.7 Analysis/Lab/Base2004,xls updated: 09/04 U.S. Standard Sieve Sizes 100 90 80 •<u 70 60 r 50 o 40 cu Q. 30 20 10 1^ V \ \ \ \ \ 1 JPPE R LIMIT 0 F S P EC ;iF \Cf I JPPE R LIMIT 0 F S P EC ;iF \Cf N u \1 l\ \\ \} \ L V v. LOWER LIMIT OF SPECIFICATION >v 1 >v 8 100 10 1 Grain Size in Millimeters 0.1 0.01 CITY OF CARLSBAD, CARLSBAD BOULEVARD OVERLAY QUALITY SPECIFICATIONS GRADING SPECIFICATIONS SIEVE PERCENT ESTIMATED SIZE Ti-o < FINER AS OPERATING TESTED RANGE 3/4" 0.0 100 100 1/2" 0.2 99 91 -100 3/8" 2.9 82 77-89 No. 4 14.3 27 21 -35 No. 8 10.2 16 9-19 No. 16 7.1 12 No. 30 4.8 8 No. 50 3.0 5 No. 100 1.7 3 No. 200 1.1 2.7 0-4 NOTE,: ACF estimated from recent project (GDC, 2011). TEST RESULTS ESTIMATED SPECS 72-lnch Maximum ARHM Type G (ARHM-GG-C) SAND EQUIVALENT (ASTM D2419) ~ 47 MIN STABILOMETER VALUE (ASTM D1560) 36 23 MIN SAMPLE ID: AC-8 SPECIFIC ASPHALT CONTENT (ASTM D6307) 7.1 7.0% - 8.0% DATE SAMPLED: 6/8/2012 HVEEM DENSITY (ASTM D2726) 148.2 N/A SAMPLE LOCATION: Carlsbad Boulevard MAXIMUM THEORITICAL DENSITY (ASTM D2041) 156.0 N/A PERCENT AIR VOIDS (ASTM D3203) 5.0 3.0% - 5.0% 370 Amapola Avenue, Suite 212, Torrence, CA 90501 32 /Mauchly, Suite B, Imne, CA 92618 4201 Santa Ana St., Suite F, Ontario, CA 91761 9245 Activity Road, Suite 103, San Dlego, CA 92126 ASPHALT CONCRETE CONFORMANCE Document No. 11-0159 Project No. SD-126A FIGURE B-7.8 APPENDIX C FIELD TEST RES(JLTS The results of the field density tests taken during the grading operations at the subject site are presented in the following Figures C-1 through C-17. Mote that the elevations and locations of the field tests were determined by hand level and pacing relative to field staking done by others. The following abbreviations were used to describe tests reported in this appendix. AC = Asphalt Concrete AB = Aggregate Base CG = Curb and Gutter E = Electric Trench JT = Joint Trench FBG = Finish Base Grade FSG = Finish SubGrade NCJ = Nuclear Density Test P = Plumbing Trench RW = Reclaimed Water Trench SD = Storm Drain Trench SG = SubGrade SS — Sanitary Sewer Trench W = Water Trench WB = Wall Backfill GROUP; N:\Projects\SD\SD126A Carlsbad Hilton, Grading T&O\n-0159\l I-0159R\ll-0159R.doc 370 Amapola Avenue, Suite 212, Torrance, CA 90501 ^ J 32 Mauchly, Suite B, Irvine, CA 92618 I 4201 Santa Ana St., Suite F, Ontario, CA 91761 naai 9245 Activity Road, Suite 103, San Diego, CA 92126 DENSITY TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE C-1 Test Test Elevation/ Soil Max. Dry Moisture Dry Relative Required Retest Test No. Date Location Type Density Content Density Compaction Compaction Number Method Ift] [pcf] [%] [pcf] [%] [%] 1 01/31/11 40 1 131.0 7.6 118.9 91 90 NU 2 01/31/11 41 1 131.0 8.4 119.3 91 90 NU 3 01/31/11 46 1 131.0 8.0 118.4 90 90 NU 4 01/31/11 47 1 131.0 8.6 117.9 90 90 NU 5 01/31/11 40 1 131.0 8.3 119.6 91 90 NU 6 01/31/11 41 1 131.0 8.6 121.5 93 90 NU 7 01/31/11 49 1 131.0 8.3 120.6 92 90 NU 8 01/31/11 50 1 131.0 8.7 118.6 91 90 NU 9 01/31/11 43 1 131.0 8.7 118.7 91 90 NU 10 01/31/11 44 1 131.0 8.3 120.6 92 90 NU 11 01/31/11 47 1 131.0 8.6 121.0 92 90 NU 12 01/31/11 48 1 131.0 8.6 120.1 92 90 NU 13 01/31/11 51 1 131.0 8.2 118.0 90 90 NU 14 01/31/11 52 1 131.0 8.0 121.0 92 90 NU 15 01/31/11 44 1 131.0 9.0 121.3 93 90 NU 16 01/31/11 45 1 131.0 8.8 120.3 92 90 NU 17 02/01/11 49 1 131.0 8.7 123.0 94 90 NU 18 02/01/11 49 1 131.0 8.6 123.3 94 90 NU 19 02/01/11 49 1 131.0 9.1 122.0 93 90 NU 20 02/01/11 50 1 131.0 9.6 121.8 93 90 NU 21 02/01/11 48 1 131.0 8.4 120.8 92 90 NU 22 02/01/11 49 1 131.0 8.7 122.5 94 90 NU 23 02/01/11 51 1 131.0 8.4 121.0 92 90 NU 24 02/01/11 52 1 131.0 8.7 117.8 90 90 NU 25 02/01/11 48 1 131.0 8.5 118.4 90 90 NU 26 02/01/11 50 1 131.0 8.6 120.0 92 90 NU 27 02/01/11 50 1 131.0 8.7 122.0 93 90 NU 28 02/01/11 51 1 131.0 9.0 123.1 94 90 NU 29 02/01/11 52 1 131.0 9.2 127.6 97 90 NU 30 02/01/11 52 1 131.0 9.1 119.0 91 90 NU 31 02/01/11 53 1 131.0 8.4 124.9 95 90 NU 32 02/01/11 54 1 131.0 8.9 126.5 97 90 NU 33 02/01/11 51 1 131.0 8.8 125.4 96 90 NU 34 02/01/11 52 1 131.0 11.1 120.3 92 90 NU 35 02/02/11 45 2 130.0 11.8 117.4 90 90 NU 36 02/02/11 45 2 130.0 11.0 117.0 90 90 NU 37 02/02/11 41 2 130.0 9.2 120.2 92 90 NU 38 02/02/11 42 2 130.0 9.6 119.8 92 90 NU 39 02/02/11 46 2 130.0 9.2 121.5 93 90 NU 40 02/02/11 47 2 130.0 9.8 119.9 92 90 NU 41 02/02/11 45 2 130.0 9.0 120.8 93 90 NU 42 02/02/11 44 2 130.0 9.0 120.1 92 90 NU 43 02/02/11 41 2 130.0 9.6 119.7 92 90 NU 44 02/02/11 43 2 130.0 9.7 118.9 91 90 NU 45 02/02/11 46 2 130.0 10.3 122.2 94 90 NU 46 02/02/11 47 2 130.0 9.7 121.5 93 90 NU 47 02/02/11 50 2 130.0 9.9 120.0 92 90 NU 48 02/02/11 51 2 130.0 9.2 118.3 91 90 NU 49 02/02/11 49 2 130.0 9.8 119.9 92 90 NU 50 02/02/11 50 2 130.0 9.6 118.0 91 90 NU GROUP 370 Amapola Avenue, Suite 212, Torrance 32 Mauciily, Suite B, Irvine, CA 92618 4201 Santa Ana St., Suite F, Ontario, CA 91761 n£J^ 9245 Activity Road, Suite 103, San Diego, CA 92126 rl: CA 90501 DENSITY TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE C-2 Test Test Elevation/ Soil Max. Dry Moisture Dry Relative Required Retest Test No. Date Location Type Density Content Density Compaction Compaction Number Method [ft] [pcf] [%] [pcf] [%] [%] 51 02/02/11 47 2 130.0 9.0 120.6 93 90 NU 52 02/02/11 48 2 130.0 9.3 121.3 93 90 NU 53 02/02/11 48 2 130.0 9.0 118.4 91 90 NU 54 02/02/11 49 2 130.0 8.9 117.7 91 90 NU 55 02/02/11 47 2 130.0 9.4 119.0 92 90 NU 56 02/02/11 48 2 130.0 11.0 118.7 91 90 NU 57 02/02/11 47 2 130.0 10.1 120.4 93 90 NU 58 02/02/11 48 2 130.0 9.6 117.9 91 90 NU 59 02/03/11 53 2 130.0 10.1 118.0 91 90 NU 60 02/03/11 54 2 130.0 11.4 117.7 91 90 NU 61 02/03/11 49 2 130.0 10.8 119.0 92 90 NU 62 02/03/11 52 2 130.0 10.6 117.6 90 90 NU 63 02/03/11 40 4 129.0 9.1 115.6 90 90 NU 64 02/03/11 41 4 129.0 9.3 117.9 91 90 NU 65 02/03/11 40 4 129.0 9.1 117.1 91 90 NU 66 02/03/11 41 4 129.0 9.3 123.1 95 90 NU 67 02/03/11 41 4 129.0 9.1 122.1 95 90 NU 68 02/03/11 40 4 129.0 9.6 118.5 92 90 NU 69 02/03/11 49 2 130.0 8.7 118.3 91 90 NU 70 02/03/11 50 2 130.0 9.3 117.8 91 90 NU 71 02/03/11 50 2 130.0 9.9 119.6 92 90 NU 72 02/03/11 50 2 130.0 9.8 118.1 91 90 NU 73 02/03/11 56 2 130.0 11.0 120.3 93 90 NU 74 02/03/11 57 2 130.0 9.9 123.7 95 90 NU 75 02/03/11 54 2 130.0 8.9 125.0 96 90 NU 76 02/03/11 55 2 130.0 9.2 123.6 95 90 NU 77 02/03/11 40 4 129.0 9.2 122.1 95 90 NU 78 02/03/11 41 4 129.0 9.8 117.5 91 90 NU 79 02/03/11 40 4 129.0 9.4 121.8 94 90 NU 80 02/03/11 41 4 129.0 9.8 120.4 93 90 NU 81 02/03/11 42 2 130.0 8.9 120.0 92 90 NU 82 02/03/11 43 2 130.0 9.1 118.1 91 90 NU 83 02/04/11 57 5 125.0 10.9 117.9 94 90 NU 84 02/04/11 58 5 125.0 11.4 116.9 94 90 NU 85 02/04/11 58 5 125.0 12.0 118.0 94 90 NU 86 02/04/11 59 5 125.0 12.8 116.5 93 90 NU 87 02/04/11 40 5 125.0 11.8 118.1 94 90 NU 88 02/04/11 40 5 125.0 11.5 117.7 94 90 NU 89 02/04/11 39 5 125.0 11.0 120.4 96 90 NU 90 02/04/11 39 5 125.0 11.7 121.0 97 90 NU 91 02/04/11 41 5 125.0 12.2 121.3 97 90 NU 92 02/04/11 41 5 125.0 12.3 120.6 96 90 NU 93 02/04/11 39 5 125.0 11.6 117.8 94 90 NU 94 02/04/11 40 5 125.0 11.8 117.7 94 90 NU 95 02/04/11 41 4 129.0 9.6 118.2 92 90 NU 96 02/04/11 40 4 129.0 9.1 118.7 92 90 NU 97 02/07/11 49 4 129.0 9.2 122.9 95 90 NU 98 02/07/11 50 4 129.0 11.1 124.6 97 90 NU 99 02/07/11 49 4 129.0 10.9 123.6 96 90 NU 100 02/07/11 50 4 129.0 9.8 124.3 96 90 NU —— 370 Amapola Avenue, Suite 212, Torrance, CA 90501 32 Mauclily, Suite B, Irvine, CA 92618 4201 Santa Ana St., Suite F, Ontario, CA 91761 i2£U:>i 9245 Activity Road, Suite 103, San Diego, CA 92126 DENSITY TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE C-3 Test Test Elevation/ Soil Max. Dry Moisture Dry Relative Required Retest Test No. Date Location Type Density Content Density Compaction Compaction Number Method [ft] [pcf] [%] [pcf] [%] [%] 101 02/07/11 49 4 129.0 8.9 119.0 92 90 NU 102 02/07/11 50 4 129.0 9.4 119.3 92 90 NU 103 02/07/11 47 4 129.0 9.0 119.6 93 90 NU 104 02/07/11 47 4 129.0 9.1 123.3 96 90 NU 105 02/07/11 47 5 125.0 11.2 114.7 92 90 NU 106 02/07/11 48 5 125.0 11.0 115.0 92 90 NU 107 02/08/11 50 1 131.0 9.3 123.2 94 90 NU 108 02/08/11 51 1 131.0 9.7 125.4 96 90 NU 109 02/08/11 50 5 125.0 11.5 117.4 94 90 NU 110 02/08/11 50 5 125.0 12.1 119.0 95 90 NU 111 02/08/11 50 5 125.0 10.9 115.0 92 90 NU 112 02/08/11 49 5 125.0 11.4 119.4 96 90 NU 113 02/09/11 58 1 131.0 9.0 119.0 91 90 NU 114 02/09/11 59 1 131.0 9.4 120.1 92 90 NU 115 02/09/11 58 1 131.0 9.3 117.8 90 90 NU 116 02/09/11 59 1 131.0 8.9 118.4 90 90 NU 117 02/09/11 58 1 131.0 8.8 119.3 91 90 NU 118 02/09/11 59 1 131.0 9.1 118.7 91 90 NU 119 02/10/11 61 1 131.0 11.1 122.0 93 90 NU 120 02/10/11 62 1 131.0 9.1 122.1 93 90 NU 121 02/10/11 61 1 131.0 8.4 124.1 95 90 NU 122 02/10/11 61 1 131.0 8.7 125.4 96 90 NU 123 02/10/11 60 1 131.0 9.3 118.6 91 90 NU 124 02/10/11 61 1 131.0 8.5 119.4 91 90 NU 125 02/10/11 59 1 131.0 8.7 119.1 91 90 NU 126 02/10/11 60 1 131.0 8.5 118.6 91 90 NU 127 02/10/11 60 4 129.0 9.1 117.7 91 90 NU 128 02/10/11 61 4 129.0 9.8 118.4 92 90 NU 129 02/10/11 58 4 129.0 10.7 118.0 91 90 NU 130 02/10/11 59 4 129.0 9.2 117.3 91 90 NU 131 02/11/11 49 4 129.0 9.6 119.0 92 90 NU 132 02/11/11 50 5 125.0 11.1 116.3 93 90 NU 133 02/11/11 49 5 125.0 10.9 118.0 94 90 NU 134 02/11/11 51 5 125.0 11.4 117.2 94 90 NU 135 02/11/11 60 5 125.0 11.3 116.9 94 90 NU 136 02/11/11 61 4 129.0 9.2 120.1 93 90 NU 137 02/11/11 50 4 129.0 9.1 117.0 91 90 NU 138 02/11/11 51 4 129.0 9.0 117.1 91 90 NU 139 02/11/11 56 4 129.0 6.5 113.5 88 90 178 NU 140 02/11/11 49 4 129.0 9.4 118.3 92 90 NU 141 02/11/11 51 4 129.0 9.9 117.4 91 90 NU 142 02/14/11 49 4 129.0 9.8 117.9 91 90 NU 143 02/14/11 49 4 129.0 9.1 119.1 92 90 NU 144 02/14/11 50 4 129.0 8.9 119.4 93 90 NU 145 02/14/11 50 4 129.0 8.9 117.0 91 90 NU 146 02/14/11 50 4 129.0 9.5 119.3 92 90 NU 147 02/14/11 51 4 129.0 8.8 117.4 91 90 NU 148 02/14/11 51 4 129.0 8.7 120.1 93 90 NU 149 02/14/11 51 4 129.0 9.1 120.0 93 90 NU 150 02/14/11 51 4 129.0 9.3 119.1 92 90 NU ' ^ 370 Amapola Avenue, Suite 212, Torrance, CA 90501 32 Mauchly, Suite B, liMne, CA 92618 4201 Santa Ana St., Suite F, Ontario, CA 91761 9245 Activity Road, Suite 103, San Diego, CA 92126 DENSITY TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE C-4 Test Test Elevation/ Soil Max. Dry Moisture Dry Relative Required Retest Test No. Date Location Type Density Content Density Compaction Compaction Number Method [ft] [pcf] [%] [pcf] [%] [%] 151 02/14/11 51 4 129.0 8.5 116.9 91 90 NU 152 02/14/11 51 4 129.0 9.2 117.4 91 90 NU 153 02/14/11 51 4 129.0 9.0 118.0 91 90 NU 154 02/15/11 51 4 129.0 9.2 116.2 90 90 NU 155 02/15/11 51 4 129.0 9.4 117.8 91 90 NU 156 02/15/11 62 1 131.0 7.3 120.3 92 90 NU 157 02/15/11 62 1 131.0 7.4 122.5 94 90 NU 158 02/15/11 62 1 131.0 7.8 122.5 94 90 NU 159 02/15/11 62 1 131.0 7.0 123.7 94 90 NU 160 02/15/11 62 1 131.0 9.3 123.3 94 90 NU 161 02/15/11 62 1 131.0 9.6 117.3 90 90 NU 162 02/18/11 55 5 125.0 12.1 113.4 91 90 NU 163 02/18/11 40 5 125.0 9.7 115.2 92 90 NU 164 02/18/11 41 5 125.0 12.2 112.9 90 90 NU 165 02/18/11 39 5 125.0 9.4 113.1 90 90 NU 166 02/18/11 44 5 125.0 9.8 113.1 90 90 NU 167 02/21/11 54 5 125.0 8.5 110.0 88 90 169 NU 168 02/21/11 54 5 125.0 9.1 113.2 91 90 NU 169 02/21/11 54 5 125.0 9.0 113.7 91 90 NU 170 02/22/11 53 5 125.0 9.2 116.4 93 90 NU 171 02/22/11 55 5 125.0 8.9 114.8 92 90 NU 172 02/23/11 57 5 125.0 9.4 114.0 91 90 NU 173 02/23/11 58 5 125.0 9.6 119.3 95 90 NU 174 02/25/11 54 5 125.0 10.7 114.6 92 90 NU 175 02/25/11 57 5 125.0 12.1 117.1 94 90 NU 176 02/25/11 48 5 125.0 8.0 113.6 91 90 NU 177 02/25/11 43 5 125.0 8.2 114.0 91 90 NU 178 03/01/11 56 5 125.0 9.1 113.7 91 90 NU 179 03/01/11 59 2 130.0 9.7 121.8 94 90 NU 180 03/01/11 60 2 130.0 10.9 120.7 93 90 NU 181 04/29/11 52 4 129.0 8.4 118.2 92 90 NU 182 04/29/11 54 4 129.0 9.1 119.4 93 90 NU 183 05/02/11 FG 4 129.0 8.1 118.1 92 90 NU 184 05/02/11 FG 4 129.0 7.9 117.7 91 90 NU 185 05/02/11 FG 4 129.0 9.3 119.4 93 90 NU 186 05/02/11 FG 5 125.0 10.6 114.6 92 90 NU 187 05/04/11 FG 4 129.0 10.0 118.0 91 90 NU 188 05/04/11 FG 5 125.0 10.4 113.2 91 90 NU 189 05/05/11 FG 5 125.0 9.0 115.0 92 90 NU 190 05/05/11 FG 5 125.0 11.0 115.8 93 90 NU 191 05/05/11 FG 4 129.0 8.3 117.5 91 90 NU 192 05/06/11 FG 4 129.0 9.8 119.2 92 90 NU 193 05/06/11 FG 4 129.0 10.3 118.8 92 90 NU 194 07/20/11 FG 4 129.0 8.3 121.4 94 90 NU 195 07/20/11 FG 4 129.0 6.3 119.9 93 90 NU 196 07/20/11 FG 4 129.0 8.5 116.7 90 90 NU 197 07/20/11 FG 4 129.0 6.9 120.8 94 90 NU 198 07/20/11 FG 4 129.0 7.2 119.5 93 90 NU 199 12/07/11 63 B-4 119.5 11.2 112.6 94 90 NU 200 12/07/11 63 B-4 119.5 11.0 116.3 97 90 NU liitnui'' 370 Amapola Avenue, Suite 212, Torrance, CA 90501 32 Mauchly, Suite B, Irvine, CA 92618 4201 Santa Ana St., Suite F, Ontario, CA 91761 miA. 9245 Activity Road, Suite 103, San Diego, CA92126 rl DENSITY TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE C-5 Test Test Elevation/ Soil Max. Dry Moisture Dry Relative Required Retest Test No. Date Location Type Density Content Density Compaction Compaction Number Method [ft] [pcf] [%] [pcf] [%] [%] AB-1 04/21/11 FBG B-1 119.5 10.0 115.2 96 95 NU AB-2 04/21/11 FBG B-1 119.5 9.8 114.4 96 95 NU AB-3 04/21/11 FBG B-1 119.5 10.3 114.6 96 95 NU AB-4 04/21/11 FBG B-1 119.5 10.9 114.4 96 95 NU AB-5 04/21/11 FBG B-1 119.5 9.8 116.8 98 95 NU AB-6 04/21/11 FBG B-1 119.5 9.4 113.3 95 95 NU AB-7 10/14/11 FBG B-1 119.5 9.8 114.3 96 95 NU AB-8 10/14/11 FBG B-1 119.5 10.1 113.0 95 95 NU AB-9 10/14/11 FBG B-1 119.5 9.9 113.5 95 95 NU AB-10 10/14/11 FBG B-1 119.5 8.9 115.3 96 95 NU AB-11 10/14/11 FBG B-1 119.5 10.2 112.2 94 95 AB-12 NU AB-12 10/14/11 FBG B-1 119.5 11.1 113.0 95 95 NU AB-13 02/20/12 FBG B-8 121.5 10.0 118.0 97 95 NU AB-14 02/20/12 FBG B-8 121.5 9.1 119.0 98 95 NU AB-15 02/20/12 FBG B-8 121.5 8.6 119.0 98 95 NU AB-16 02/20/12 FBG B-8 121.5 10.0 121,0 100 95 NU AB-17 02/20/12 FBG B-8 121.5 10.0 117.0 96 95 NU AB-18 02/20/12 FBG B-8 121.5 9.7 118.0 97 95 NU AB-19 02/20/12 FBG B-8 121.5 11.0 119.0 98 95 NU AB-20 02/20/12 FBG B-8 121.5 10.1 120.0 99 95 NU AB-21 02/20/12 FBG B-8 121.5 9.7 120.0 99 95 NU AB-22 02/20/12 FBG B-8 121.5 10.1 111.0 91 95 AB-22A NU AB-22A 02/20/12 FBG B-8 121.5 11.1 120.0 99 95 NU AB-23 02/20/12 FBG B-8 121.5 11.0 122.0 100 95 NU AB-24 04/20/12 FBG B-9 119.0 10.4 115.3 97 95 NU AB-25 04/20/12 FBG B-9 119.0 10.0 115.0 97 95 NU AB-26 04/23/12 FBG B-9 119.0 10.6 114.7 96 95 NU AB-27 04/23/12 FBG B-9 119.0 11.4 115.2 97 95 NU AB-28 04/23/12 FBG B-9 119.0 11.2 115.5 97 95 NU AB-29 05/02/12 FBG B-10 119.5 10.7 116.8 98 95 NU AB-30 05/02/12 FBG B-10 119.5 11.0 117.0 98 95 NU AB-31 05/02/12 FBG B-10 119.5 10.4 116.2 97 95 NU AB-32 05/02/12 FBG B-10 119.5 10.0 114.4 96 95 NU AB-33 05/02/12 FBG B-10 119.5 11.6 115.0 96 95 NU AB-34 05/02/12 FBG B-10 119.5 10.2 114.7 96 95 NU CG-1 08/02/11 FG 4 129.0 11.1 119.6 93 90 NU CG-2 08/02/11 FG 4 129.0 12.4 120.4 93 90 NU CG-3 08/02/11 FG 4 129.0 8.2 119.1 92 90 NU CG-4 08/02/11 FG 4 129.0 8.8 118,9 92 90 NU CG-5 08/10/11 FG 4 129.0 8.2 120,2 93 90 NU CG-6 08/10/11 FG 4 129.0 8.4 119.2 92 90 NU CG-7 08/10/11 FG 4 129.0 8.7 118.3 92 90 NU CG-8 08/10/11 FG 4 129.0 9.2 120.5 93 90 NU CG-9 08/10/11 FG 4 129.0 9.0 118.6 92 90 NU CG-10 08/10/11 FG 4 129.0 8.0 120.4 93 90 NU CG-11 08/10/11 FG B-1 119.5 12.1 116.2 97 90 NU CG-12 08/10/11 FG B-1 119.5 11.9 115.0 96 90 NU CG-13 08/10/11 FG B-1 119.5 13.6 115.8 97 90 NU CG-14 08/10/11 FG B-1 119.5 11.3 113.0 95 90 NU CdLJii' Amapola Avenue, Suite 212, Torrance, CA 90501 32 Mauchly, Suite B, Irvine, CA 92618 4201 Santa Ana St., Suite F, Ontario, CA 91761 r>aiLL 9245 Activity Road, Suite 103, San Diego, CA 92126 DENSITY TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE C-6 Test Test Elevation/ Soil Max. Dry Moisture Dry Relative Required Retest Test No. Date Location Type Density Content Density Compaction Compaction Number Method [ft] [pcf] [%] [pcf] [%] [%] CG-15 08/10/11 FG B-1 119.5 14.5 116.6 98 90 NU CG-16 09/01/11 FG 4 129.0 8.1 124.6 97 90 NU CG-17 09/01/11 FG 4 129.0 8.0 122.0 95 90 NU CG-18 09/01/11 FG 4 129.0 8.6 123.3 96 90 NU CG-19 12/22/11 FG 4 129.0 8.7 122.3 95 90 NU CG-20 12/22/11 FG B-1 119.5 12.4 116.6 98 90 NU CG-21 12/22/11 FG 4 129.0 8.7 126.6 98 90 NU CG-22 12/22/11 FG 4 129.0 7.9 117.8 91 90 NU CG-23 12/22/11 FG 4 129.0 8.4 124.8 97 90 NU CG-24 12/22/11 FG 4 129.0 9.1 123.7 96 90 NU CG-25 12/22/11 FG B-1 119.5 10.6 115.1 96 90 NU CG-26 12/22/11 FG B-1 119.5 10.4 115.5 97 90 NU CG-27 12/22/11 FG 4 129.0 8.2 125.8 98 90 NU CG-28 12/22/11 FG 4 129.0 8.6 121.9 94 90 NU CG-29 12/22/11 FG 4 129.0 7.8 123.4 96 90 NU CG-30 12/22/11 FG 4 129.0 8.8 126.5 98 90 NU CG-31 01/10/12 FG B-6 119.5 6.8 133.2 111 90 NU CG-32 01/10/12 FG B-6 119.5 5.7 130.0 109 90 NU CG-33 01/10/12 FG B-6 119.5 6.0 130.2 109 90 NU CG-34 01/10/12 FG B-6 119.5 4.5 129.7 109 90 NU CG-35 01/10/12 FG B-6 119.5 5.0 129.8 109 90 NU CG-36 01/10/12 FG B-6 119.5 5.5 131.6 110 90 NU CG-37 01/10/12 FG B-6 119.5 6.2 130.0 109 90 NU CG-38 01/10/12 FG B-6 119.5 5.8 129.7 109 90 NU CG-39 01/10/12 FG B-6 119.5 5.3 129.2 108 90 NU CG-40 01/13/12 FG 4 129.0 7.1 127.6 99 90 NU CG-41 01/13/12 FG 4 129.0 6.9 127.0 98 90 NU CG-42 01/13/12 FG 4 129.0 7.2 123.2 96 90 NU CG-43 01/13/12 FG 4 129.0 6.2 123.5 96 90 NU CG-44 01/13/12 FG 4 129.0 6.8 124.9 97 90 NU CG-45 01/13/12 FG 4 129.0 7.5 126.1 98 90 NU CG-46 01/13/12 FG 4 129.0 7.8 125.9 98 90 NU CG-47 01/13/12 FG 4 129.0 6.1 126.3 98 90 NU CG-48 01/13/12 FG 4 129.0 6.3 124.7 97 90 NU CG-49 01/13/12 FG 4 129.0 6.0 125.0 97 90 NU CG-50 01/13/12 FG 4 129.0 6.6 124.8 97 90 NU CG-51 01/13/12 FG B-6 119.5 4.0 134.0 112 90 NU CG-52 01/13/12 FG B-6 119.5 4.3 133.9 112 90 NU CG-53 01/13/12 FG B-6 119.5 5.6 134.1 112 90 NU CG-54 01/13/12 FG B-6 119.5 4.5 132.3 111 90 NU CG-55 01/13/12 FG B-6 119.5 5.0 132.7 111 90 NU CG-56 01/13/12 FG B-6 119.5 5.8 133.0 111 90 NU CG-57 02/08/12 FG 2 130.0 7.1 126.4 97 90 NU CG-58 02/08/12 FG 2 130.0 8.6 124.2 96 90 NU CG-59 02/08/12 FG 2 130.0 6.8 125.9 97 90 NU CG-60 02/08/12 FG 2 130.0 7.8 120.9 93 90 NU CG-61 02/08/12 FG 2 130.0 10.3 122.9 95 90 NU CG-62 02/08/12 FG 2 130.0 9.4 123.4 95 90 NU CG-63 02/08/12 FG 2 130.0 7.9 124.0 95 90 NU CG-64 02/08/12 FG 5 125.0 6.9 118.5 95 90 NU GROUP 370 Amapola Avenue, Suite 212, Torrance 32 Mauchly Suite B, Irvine, CA 92618 4201 Santa Ana St, Suite F, Ontario, CA 91761 ngtx^ 9245 Activity Road, Suite 103, San Diego, CA 92126 rl: CA 90501 DENSITY TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE C-7 Test Test Elevation/ Soil Max. Dry Moisture Dry Relative Required Retest Test No. Date Location Type Density Content Density Compaction Compaction Number Method [ft] [pcf] [%] [pcf] [%] [%] CG-65 02/08/12 FG 5 125.0 7.4 119.8 96 90 NU CG-66 02/08/12 FG 5 125.0 5.4 118.2 95 90 NU CG-67 02/08/12 FG 5 125.0 5.4 119.0 95 90 NU CG-68 02/08/12 FG 5 125.0 6.2 119.1 95 90 NU CG-69 02/08/12 FG 5 125.0 6.0 116.5 93 90 NU CG-70 02/08/12 FG 5 125.0 5.9 115.6 92 90 NU CG-71 02/08/12 FG 5 125.0 7.0 118,6 95 90 NU CG-72 02/08/12 FG 5 125.0 5.2 116.9 94 90 NU CG-73 02/08/12 FG 2 130.0 9.3 125.8 97 90 NU CG-74 02/08/12 FG 2 130.0 9.5 126.5 97 90 NU CG-75 02/08/12 FG 2 130.0 8.4 124.7 96 90 NU CG-76 02/08/12 FG 2 130.0 7.9 125.0 96 90 NU CG-77 02/15/12 FG 4 129.0 6.2 124.0 96 90 NU CG-78 02/15/12 FG 4 129.0 6.6 123.4 96 90 NU CG-79 02/15/12 FG 4 129.0 6.7 129.6 100 90 NU CG-80 02/15/12 FG 4 129.0 9.7 126.1 98 90 NU CG-81 02/15/12 FG 4 129.0 8.6 126.0 98 90 NU CG-82 02/15/12 FG 4 129.0 7.4 123.6 96 90 NU CG-83 04/06/12 FG 11 128.0 6.7 124.8 98 90 NU CG-84 04/06/12 FG 11 128.0 7.0 124.6 97 90 NU CG-85 04/06/12 FG 11 128.0 6.0 125.0 98 90 NU CG-86 04/06/12 FG 11 128.0 6.2 124.2 97 90 NU CG-87 04/06/12 FG 11 128.0 5.9 123.0 96 90 NU CG-88 04/10/12 FG 11 128.0 7.3 123.8 97 90 NU CG-89 04/10/12 FG 11 128.0 6.9 124.1 97 90 NU CG-90 04/10/12 FG 11 128.0 7.6 123.6 97 90 NU CG-91 04/10/12 FG 11 128.0 7.4 122.0 95 90 NU CG-92 04/12/12 FG B-9 119.0 11.9 116.3 98 90 NU CG-93 04/12/12 FG B-9 119.0 9.9 117.8 99 90 NU CG-94 04/12/12 FG B-9 119.0 10.7 116.2 98 90 NU CG-95 04/12/12 FG B-9 119.0 11.8 117.1 98 90 NU CG-96 04/12/12 FG B-9 119.0 12.0 116.0 97 90 NU CG-97 05/03/12 FG 11 128.0 8.7 124.6 97 90 NU CG-98 05/03/12 FG 11 128.0 7.8 124.0 97 90 NU CG-99 05/03/12 FG 11 128.0 8.0 125.0 98 90 NU CG-100 05/04/12 FG B-10 119.5 10.6 115.3 96 90 NU CG-101 05/04/12 FG B-10 119.5 11.7 115.0 96 90 NU CG-102 05/04/12 FG B-10 119.5 11.0 115.7 97 90 NU CG-103 05/07/12 FG 2 130.0 8.7 126.0 97 90 NU CG-104 05/07/12 FG 2 130.0 7.2 125.7 97 90 NU CG-105 05/07/12 FG 2 130.0 7.5 126.0 97 90 NU CG-106 05/07/12 FG 2 130.0 8.1 126.3 97 90 NU E-1 03/17/11 51 5 125.0 11.7 116.0 93 90 NU E-2 03/17/11 50 5 125.0 10.9 114.3 91 90 NU E-3 03/17/11 51 5 125.0 10.5 115.2 92 90 NU E-4 03/17/11 61 4 129.0 9.3 118.1 92 90 NU E-5 03/17/11 61 4 129.0 8.9 117.3 91 90 NU E-6 03/18/11 51 4 129.0 9.1 116.9 91 90 NU E-7 03/28/11 51 4 129.0 9.0 117.4 91 90 NU GjiOU' /\mapo|a Avenue, Suite 212, Torrance, CA 90501 rl: ^^^^:^^^o^c.9.7e. DENSITY TEST RESULTS 9245 Activity Road, Suite 103, San Diego, CA92126 Document No. 11-0159 Project No. SD-126A FIGURE C-8 Test Test Elevation/ Soil Max. Dry Moisture Dry Relative Required Retest Test No. Date Location Type Density Content Density Compaction Compaction Number Method [ft] [pcf] [%] [pcf] [%] [%] E-8 03/28/11 51 4 129.0 9.6 117.8 91 90 NU E-9 03/30/11 50 4 129.0 9.9 118.4 92 90 NU E-10 03/30/11 51 5 125.0 11.6 116.0 93 90 NU E-11 04/04/11 51 5 125.0 11.7 113.8 91 90 NU E-12 04/25/11 50 5 125.0 10.9 112.9 90 90 NU E-13 10/25/11 48 4 129.0 6.3 106.6 83 90 E-14 NU E-14 10/25/11 48 4 129.0 4.5 108.1 84 90 E-15 NU E-15 10/25/11 48 4 129.0 4.2 109.9 85 90 E-19 NU E-16 10/25/11 48 4 129.0 8.1 116.7 90 90 NU E-17 10/25/11 48 4 129.0 6.7 114.3 89 90 E-20 NU E-18 10/25/11 48 4 129.0 7.6 114.7 89 90 E-21 NU E-19 10/26/11 48 4 129.0 9.2 126.3 98 90 NU E-20 10/26/11 48 4 129.0 11.0 116.2 90 90 NU E-21 10/26/11 48 4 129.0 11.0 117.8 91 90 NU E-22 10/26/11 50 4 129.0 10.8 115.9 90 90 NU E-23 10/26/11 50 4 129.0 11.2 118.6 92 90 NU E-24 10/26/11 50 4 129.0 11.0 117.6 91 90 NU E-25 10/26/11 50 4 129.0 10.9 119.3 92 90 NU E-26 10/27/11 52 4 129.0 11.4 109.5 85 90 E-29 NU E-27 10/27/11 51 4 129.0 10.0 110.6 86 90 E-30 NU E-28 10/27/11 48 4 129.0 13.0 114.2 89 90 E-31 NU E-29 10/27/11 52 4 129.0 9.5 115.6 90 90 NU E-30 10/27/11 51 4 129.0 9.8 115.9 90 90 NU E-31 10/27/11 48 4 129.0 11.0 116.1 90 90 NU E-32 10/28/11 49 4 129.0 10.2 118.2 92 90 NU E-33 10/28/11 49 4 129.0 9.5 116.5 90 90 NU E-34 11/02/11 50 4 129.0 11.1 117.3 91 90 NU E-35 11/02/11 50 4 129.0 11.4 118.6 92 90 NU E-36 11/02/11 48 4 129.0 11.6 115.7 90 90 NU JT-1 11/07/11 40 4 129.0 8.1 115.8 90 90 NU JT-2 11/07/11 38 4 129.0 8.0 117.0 91 90 NU JT-3 11/08/11 41 4 129.0 8.2 119.1 92 90 NU JT-4 11/09/11 42 4 129.0 8.1 116.0 90 90 NU JT-5 11/09/11 43 4 129.0 8.8 118.3 92 90 NU JT-6 11/09/11 42 4 129.0 7.0 112.7 87 90 JT-31 NU JT-7 11/09/11 42 4 129.0 8.0 117.6 91 90 NU JT-8 11/10/11 41 4 129.0 8.2 117.8 91 90 NU JT-9 11/10/11 41 4 129.0 7.9 115.8 90 90 NU JT-10 11/10/11 49 4 129.0 8.4 116.9 91 90 NU P-1 03/23/11 48 4 129.0 9.1 117.6 91 90 NU P-2 03/23/11 50 5 125.0 10.1 113.0 90 90 NU P-3 04/07/11 56 1 131.0 9.2 119.0 91 90 NU P-4 04/07/11 60 1 131.0 9.6 120.3 92 90 NU P-5 04/08/11 58 1 131.0 9.1 118.1 90 90 NU P-6 04/08/11 60 5 125.0 11.1 115.4 92 90 NU P-7 04/08/11 59 5 125.0 11.1 114.1 91 90 NU P-8 04/08/11 61 1 131.0 8.9 117.6 90 90 NU P-9 04/08/11 60 1 131.0 9.2 118.0 90 90 NU GROU? 370 Amapola Avenue, Suite 212, Torrance, CA 90501 sut;CrF^a:^^A 9iV6i DENSITY TEST RESULTS i;£Ua, 9245 Activity Road, Suite 103, San Diego, CA 92126 rl Document No. 11-0159 Project No. SD-126A FIGURE C-9 Test Test Elevation/ Soil Max. Dry Moisture Dry Relative Required Retest Test No. Date Location Type Density Content Density Compaction Compaction Number Method [ft] [pcf] [%] [pcf] [%] [%] P-10 04/19/11 60 1 131.0 8.6 120.3 92 90 NU P-11 04/19/11 59 1 131.0 8.4 119.7 91 90 NU P-12 04/20/11 49 4 129.0 8.9 116.6 90 90 NU P-13 04/20/11 47 4 129.0 9.5 122.2 95 90 NU P-14 04/20/11 48 4 129.0 10.4 119.8 93 90 NU P-15 04/22/11 50 5 125.0 11.8 111.9 90 90 NU P-16 04/22/11 50 5 125.0 11.4 115.8 93 90 NU P-17 04/22/11 50 5 125.0 11.1 116.1 93 90 NU P-18 06/06/11 40 5 125.0 12.7 113.3 91 90 NU P-19 06/06/11 41 4 129.0 11.0 117.8 91 90 NU P-20 06/08/11 39 5 125.0 11.2 113.5 91 90 NU P-21 06/08/11 40 5 125.0 11.2 112.9 90 90 NU P-22 06/10/11 40 5 125.0 12.0 113.4 91 90 NU P-23 06/14/11 40 4 129.0 8.8 121.0 94 90 NU P-24 06/14/11 40 4 129.0 9.3 117.7 91 90 NU P-25 06/20/11 40 4 129.0 9.1 116.7 90 90 NU P-26 06/20/11 39 4 129.0 10.0 118.1 92 90 NU P-27 08/02/11 FG 4 129.0 9.0 119.0 92 90 NU P-28 08/02/11 FG 4 129.0 9.6 117.3 91 90 NU P-29 08/02/11 FG 4 129.0 8.6 116.3 90 90 NU P-30 08/10/11 61 4 129.0 8.3 122.7 95 90 NU P-31 08/10/11 62 4 129.0 8.7 120.3 93 90 NU P-32 08/10/11 59 4 129.0 8.0 116.1 90 90 NU P-33 08/10/11 61 4 129.0 5.5 112.6 87 90 P-35 NU P-34 08/10/11 59 4 129.0 9.1 115.8 90 90 NU P-35 08/10/11 61 4 129.0 8.1 116.5 90 90 NU P-36 08/12/11 59 4 129.0 12.0 116.7 90 90 NU P-37 08/12/11 60 4 129.0 8.1 113.7 88 90 P-38 NU P-38 08/12/11 60 4 129.0 8.0 118.5 92 90 NU P-39 08/12/11 62 4 129.0 9.0 122.8 95 90 NU P-40 08/12/11 62 4 129.0 10.2 120.6 93 90 NU P-41 08/15/11 59 4 129.0 7.2 113.3 88 90 P-42 NU P-42 08/15/11 59 4 129.0 10.1 116.0 90 90 NU P-43 08/15/11 62 4 129.0 8.4 116.4 90 90 NU P-44 08/15/11 62 4 129.0 8.2 121.0 94 90 NU P-45 08/16/11 60 4 129.0 9.7 121.2 94 90 NU P-46 08/16/11 60 4 129.0 9.2 123.2 96 90 NU RW-1 03/01/11 51 6 132.5 5.8 125.3 95 95 NU RW-2 03/01/11 50 6 132.5 6.1 126.0 95 95 NU RW-3 03/01/11 49 6 132.5 7.0 126.4 95 95 NU RW-4 03/02/11 50 2 130.0 8.8 123.4 95 95 NU RW-5 03/02/11 52 2 130.0 9.3 124.2 96 95 NU RW-6 03/02/11 53 2 130.0 9.0 123.1 95 95 NU RW-7 03/02/11 45 6 132.5 6.4 126.2 95 95 NU RW-8 03/02/11 40 6 132.5 7.1 127.1 96 95 NU RW-9 03/03/11 42 2 130.0 10.0 122.9 95 95 NU RW-10 03/03/11 38 6 132.5 8.2 127.6 96 95 NU RW-11 03/03/11 36 6 132.5 7.3 128.0 97 95 NU RW-12 03/03/11 40 2 130.0 10.1 124.4 96 95 NU GR0U5* 370 Amapola Avenue, Suite 212, Torrance, CA 90501 32 Mauchly, Suite B, Irvine, CA 92618 4201 Santa Ana St., Suite F, Ontario, CA 91761 aaiLl 9245 Activity Road, Suite 103, San Diego, CA92126 rl DENSITY TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE C-10 Test Test Elevation/ Soil Max. Dry Moisture Dry Relative Required Retest Test No. Date Location Type Density Content Density Compaction Compaction Number Method [ft] [pcf] [%] [pcf] [%] [%] RW-13 03/03/11 39 2 130.0 9.2 125.0 96 95 NU RW-14 03/03/11 38 2 130.0 8.8 123.7 95 95 NU SD-1 03/23/11 49 4 129.0 8.7 125.3 97 90 NU SD-2 03/23/11 51 5 125.0 10.2 119.3 95 90 NU SD-3 03/23/11 52 4 129.0 8.2 117.1 91 90 NU SD-4 03/23/11 50 4 129.0 9.1 121.4 94 90 NU SD-5 03/25/11 49 4 129.0 9.3 123.6 96 90 NU SD-6 03/25/11 47 5 125.0 10.8 118.8 95 90 NU SD-7 03/25/11 50 5 125.0 11.7 121.3 97 90 NU SD-8 03/25/11 49 4 129.0 8.8 118.7 92 90 NU SD-9 03/28/11 46 4 129.0 10.3 122.1 95 90 NU SD-10 03/28/11 48 5 125.0 12.7 119.6 96 90 NU SD-11 03/28/11 50 5 125.0 11.8 120.4 96 90 NU SD-12 03/30/11 34 5 125.0 11.3 112.0 90 90 NU SD-13 03/30/11 34 5 125.0 12.6 113.1 90 90 NU SD-14 03/30/11 38 5 125.0 11.1 114.8 92 90 NU SD-15 03/31/11 40 5 125.0 11.4 115.2 92 90 NU SD-16 03/31/11 37 5 125.0 12.2 113.7 91 90 NU SD-17 03/31/11 48 5 125.0 12.2 112.3 90 90 NU SD-18 03/31/11 52 4 129.0 9.6 124.6 97 90 NU SD-19 03/31/11 51 4 129.0 9.7 119.4 93 90 NU SD-20 04/01/11 45 4 129.0 9.8 120.6 93 90 NU SD-21 04/01/11 48 4 129.0 9.4 123.6 96 90 NU SD-22 04/01/11 50 4 129.0 9.9 118.1 92 90 NU SD-23 04/01/11 49 4 129.0 9.1 116.1 90 90 NU SD-24 04/04/11 38 4 129.0 9.7 118.9 92 90 NU SD-25 04/04/11 40 5 125.0 10.7 114.2 91 90 NU SD-26 04/04/11 43 4 129.0 9.4 122.1 95 90 NU SD-27 04/14/11 47 4 129.0 9.9 122.8 95 90 NU SD-28 04/14/11 48 4 129.0 9.0 123.1 95 90 NU SD-29 09/29/11 48 4 129.0 9.8 119.8 93 90 NU SD-30 09/29/11 48 4 129.0 9.3 120.4 93 90 NU SG-1 04/20/11 FSG B-1 119.5 12.0 115.1 96 95 NU SG-2 04/20/11 FSG B-1 119.5 12.6 115.7 97 95 NU SG-3 04/20/11 FSG 2 130.0 6.4 123.8 95 95 NU SG-4 04/20/11 FSG 2 130.0 7.5 124.5 96 95 NU SG-5 04/22/11 FSG 4 129.0 9.0 125.1 97 95 NU SG-6 04/22/11 FSG 4 129.0 8.4 123.8 96 95 NU SG-7 10/14/11 FSG 4 129.0 8.8 122.0 95 95 NU SG-8 12/22/11 FSG 4 129.0 8.0 123.1 95 95 NU SG-9 12/22/11 FSG 4 129.0 8.9 122.8 95 95 NU SG-10 01/25/12 FSG 2 130.0 9.2 127.4 98 95 NU SG-11 01/25/12 FSG 2 130.0 8.5 126.8 98 95 NU SG-12 01/25/12 FSG 2 130.0 9.1 128.9 99 95 NU SG-13 01/25/12 FSG 2 130.0 8.4 126.0 97 95 NU SG-14 01/25/12 FSG 2 130.0 9.9 125.5 97 95 NU SG-15 01/25/12 FSG 2 130.0 8.3 126.9 98 95 NU SG-16 01/25/12 FSG 2 130.0 8.0 128.0 98 95 NU ijROUf Amapola Avenue, Suite 212, Torrance, CA 90501 32 Mauchly, Suite B, Irvine, CA 92618 ntrkici-rv Tcc-r DCCI II TO 4201 Santa Ana St., Suite F Ontario, CA91761 DENSITY TEST RESULTS ngurA; 9245 Activity Road, Suite 103, San Diego, CA 92126 r Document No. 11-0159 Project No. SD-126A FIGURE C-11 Test Test Elevation/ Soil Max. Dry Moisture Dry Relative Required Retest Test No. Date Location Type Density Content Density Compaction Compaction Number Method [ft] [pcf] [%] [pcf] [%] [%] SG-17 01/25/12 FSG 2 130.0 9.2 126.1 97 95 NU SG-18 02/15/12 FSG 4 129.0 6.1 113.1 88 95 SG-18R NU SG-18R 02/15/12 FSG 4 129.0 6.5 122.2 95 95 NU SG-19 02/15/12 FSG 3G 132.8 7.8 129.9 98 95 NU SG-20 02/15/12 FSG 4 129.0 6.7 122.1 95 95 NU SG-21 02/15/12 FSG 4 129.0 9.0 121.1 94 95 NU SG-22 02/15/12 FSG 3G 132.8 6.1 130.4 98 95 NU SG-23 02/15/12 FSG 3G 132.8 5.7 133.0 100 95 NU SG-24 02/15/12 FSG 4 129.0 5.7 123.8 96 95 NU SG-25 04/04/12 FSG 11 128.0 4.8 120.6 94 95 NU SG-26 04/04/12 FSG 11 128.0 4.2 114.1 89 95 NU SG-27 04/04/12 FSG 11 128.0 7.3 116.2 91 95 NU SG-28 04/04/12 FSG 11 128.0 4.1 120.3 94 95 NU SG-29 04/04/12 FSG 11 128.0 4.3 118.7 93 95 NU SG-30 04/10/12 FSG 11 128.0 6.8 123.7 97 95 NU SG-31 04/10/12 FSG 11 128.0 5.9 123.3 96 95 NU SG-32 04/10/12 FSG 11 128.0 7.0 124.7 97 95 NU SG-33 04/10/12 FSG 11 128.0 6.2 124.3 97 95 NU SG-34 04/24/12 FSG 5 125.0 9.2 121.7 97 95 NU SG-35 04/24/12 FSG 5 125.0 8.9 121.9 98 95 NU SG-36 04/24/12 FSG 5 125.0 8.7 120.6 96 95 NU SG-37 04/24/12 FSG 5 125.0 10.2 122.0 98 95 NU SG-38 04/24/12 FSG 5 125.0 9.6 121.3 97 95 NU SG-39 04/24/12 FSG 5 125.0 10.3 122.5 98 95 NU SG-40 04/24/12 FSG 5 125.0 9.7 120.4 96 95 NU SG-41 04/24/12 FSG 5 125.0 9.4 121.8 97 95 NU SG-42 07/02/12 FSG 5 125.0 10.4 121.2 97 95 NU SG-43 07/02/12 FSG 5 125.0 9.3 120.9 97 95 NU SG-44 07/02/12 FSG 5 125.0 10.0 120.5 96 95 NU SS-1 03/31/11 57 1 131.0 8.5 117.8 90 90 NU SS-2 03/31/11 58 1 131.0 8.3 119.1 91 90 NU SS-3 03/31/11 61 1 131.0 8.9 119.6 91 90 NU SS-4 03/31/11 57 1 131.0 8.6 117.7 90 90 NU SS-5 04/01/11 60 1 131.0 8.8 118.2 90 90 NU SS-6 04/01/11 62 ^ 131.0 8.5 117.6 90 90 NU SW-1 12/22/11 SG 4 129.0 8.7 119.0 92 90 NU SW-2 12/22/11 SG 4 129.0 8.5 120.8 94 90 NU SW-3 12/22/11 SG 4 129.0 8.3 119.3 92 90 NU SW-4 12/22/11 SG 4 129.0 12.4 112.4 87 90 SW-7 NU SW-5 12/22/11 SG 4 129.0 11.6 114.6 89 90 SW-8 NU SW-6 12/22/11 SG 4 129.0 8.0 119.5 93 90 NU SW-7 01/05/12 SG B-1 119.5 11.4 107.6 90 90 NU SW-8 01/05/12 SG B-1 119.5 11.2 107.9 90 90 NU W-1 03/07/11 52 6 132.5 7.7 126.2 95 95 NU W-2 03/07/11 52 6 132.5 7.1 125.9 95 95 NU W-3 03/07/11 51 6 132.5 6.5 128.0 97 95 NU W-4 03/07/11 50 6 132.5 6.9 126.2 95 95 NU GROUP; 370 Amapola Avenue, Suite 212, Torrance, CA 90501 32 Mauchly Suite B, Irvine, CA 92618 4201 Santa Ana St., Suite F, Ontario, CA 91761 naid. 9245 Activity Road, Suite 103, San Diego, CA 92126 rl: DENSITY TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE C-12 Test Test Elevation/ Soil Max. Dry Moisture Dry Relative Required Retest Test No. Date Location Type Density Content Density Compaction Compaction Number Method [ft] [pcf] [%] [pcf] [%] [%] W-5 03/08/11 52 4 129.0 9.2 124.6 97 95 NU W-6 03/08/11 50 4 129.0 8.9 123.3 96 95 NU W-7 03/08/11 49 4 129.0 9.1 122.9 95 95 NU W-8 03/08/11 45 6 132.5 5.9 125.9 95 95 NU W-9 03/08/11 48 4 129.0 8.8 123.9 96 95 NU W-10 03/08/11 40 6 132.5 7.7 126.3 95 95 NU W-11 03/08/11 42 4 129.0 9.7 122.7 95 95 NU W-12 03/09/11 39 6 132.5 9.2 127.0 96 95 NU W-13 03/09/11 40 4 129.0 9.5 124.4 96 95 NU W-14 03/09/11 37 6 132.5 8.8 125.7 95 95 NU W-15 03/09/11 38 4 129.0 9.9 124.8 97 95 NU W-16 03/09/11 38 4 129.0 8.7 122.6 95 95 NU W-17 03/09/11 53 2 130.0 9.1 125.1 96 95 NU W-18 03/10/11 37 4 129.0 7.4 126.4 98 95 NU W-19 03/10/11 37 4 129.0 8.7 125.4 97 95 NU W-20 03/10/11 39 4 129.0 6.2 125.6 97 95 NU W-21 03/11/11 53 2 130.0 8.2 127.3 98 95 NU W-22 03/11/11 53 2 130.0 8.8 123.9 95 95 NU W-23 03/28/11 52 6 132.5 8.9 126.0 95 95 NU W-24 03/28/11 53 2 130.0 8.1 123.3 95 95 NU W-25 04/07/11 38 4 129.0 9.4 124.1 96 95 NU W-26 04/07/11 54 4 129.0 8.9 124.5 97 95 NU W-27 02/08/12 56 2 130.0 104 117.4 90 90 NU W-28 02/08/12 56 2 130.0 10.1 117.6 90 90 NU W-29 02/08/12 58 2 130.0 10.1 118.9 91 90 NU WB-1 04/19/11 45 4 129.0 8.7 117.7 91 90 NU WB-2 04/19/11 46 4 129.0 9.8 117.2 91 90 NU WB-3 04/19/11 48 4 129.0 9.4 121.3 94 90 NU WB-4 04/20/11 48 4 129.0 9.6 117.8 91 90 NU WB-5 04/20/11 48 4 129.0 9.2 119.4 93 90 NU WB-6 04/20/11 47 4 129.0 9.1 119.1 92 90 NU WB-7 04/20/11 49 4 129.0 9.2 120.2 93 90 NU WB-8 04/21/11 54 4 129.0 9.3 118.2 92 90 NU WB-9 04/21/11 55 4 129.0 9.7 116.7 90 90 NU WB-10 04/21/11 56 4 129.0 10.1 121.4 94 90 NU WB-11 04/22/11 57 4 129.0 8.2 117,6 91 90 NU WB-12 04/22/11 57 4 129.0 9.5 117.9 91 90 NU WB-13 04/22/11 59 4 129.0 9.0 116.7 90 90 NU WB-14 04/22/11 45 4 129.0 8.1 117.8 91 90 NU WB-15 04/22/11 50 4 129.0 9.1 117.2 91 90 NU WB-16 04/22/11 55 4 129.0 8.9 116.8 91 90 NU WB-17 04/22/11 50 4 129.0 9.8 120.1 93 90 NU WB-18 04/25/11 54 4 129.0 9.5 119.4 93 90 NU WB-19 04/25/11 56 4 129.0 9.3 118.9 92 90 NU WB-20 04/25/11 56 4 129.0 9.0 120.6 93 90 NU WB-21 05/13/11 55 4 129.0 8.7 117.6 91 90 NU WB-22 05/13/11 56 4 129.0 9.8 117.0 91 90 NU WB-23 05/16/11 55 4 129.0 9.7 116.8 91 90 NU WB-24 05/16/11 56 4 129.0 10.3 116.9 91 90 NU GRoyi Amapola Avenue, Suite 212, Torrance, CA 90501 32 Mauchly Suite B, Irvine, CA 92518 4201 Santa Ana St., Suite F Ontario, CA 91761 i2£LUL 9245 Activity Road, Suite 103, San Diego, CA92126 DENSITY TEST RESULTS Document No. 11-0159 Project No. SD-126A FIGURE C-13 Test Test Elevation/ Soil Max. Dry Moisture Dry Relative Required Retest Test No. Date Location Type Density Content Density Compaction Compaction Number Method [ft] [pcf] [%] [pcf] [%] [%] WB-25 05/19/11 55 4 129.0 10.3 118.3 92 90 NU WB-26 05/19/11 56 4 129.0 9.8 117.3 91 90 NU WB-27 05/19/11 55 4 129.0 8.2 117.1 91 90 NU WB-28 05/20/11 55 4 129.0 9.6 117.5 91 90 NU WB-29 05/20/11 56 4 129.0 9.6 117.5 91 90 NU WB-30 05/20/11 57 4 129.0 9.0 116.6 90 90 NU WB-31 05/23/11 56 4 129.0 9.1 117.5 91 90 NU WB-32 05/23/11 54 4 129.0 11.1 118.1 92 90 NU WB-33 05/23/11 55 4 129.0 10.7 117.6 91 90 NU WB-34 05/23/11 56 4 129.0 9.7 117.0 91 90 NU WB-35 05/24/11 54 4 129.0 10.4 117.8 91 90 NU WB-36 05/24/11 55 4 129.0 9.8 116.0 90 90 NU WB-37 05/24/11 56 4 129.0 10.0 118.5 92 90 NU WB-38 05/25/11 53 4 129.0 8.9 116.7 90 90 NU WB-39 05/25/11 56 5 125.0 11.6 112.3 90 90 NU WB-40 05/26/11 54 5 125.0 12.1 112.3 90 90 NU WB-41 05/26/11 56 5 125.0 10.9 114.8 92 90 NU WB-42 05/31/11 54 5 125.0 10.7 112.2 90 90 NU WB-43 05/31/11 48 4 129.0 9.4 116.1 90 90 NU WB-44 06/01/11 56 4 129.0 9.3 115.9 90 90 NU WB-45 06/01/11 51 4 129.0 9.5 117.0 91 90 NU WB-46 06/02/11 53 4 129.0 9.3 116.3 90 90 NU WB-47 06/02/11 55 4 129.0 9.4 117.8 91 90 NU WB-48 06/02/11 55 4 129.0 9.0 116.3 90 90 NU WB-49 06/02/11 57 5 125.0 11.6 113.3 91 90 NU WB-50 06/02/11 59 4 129.0 9.4 119.0 92 90 NU WB-51 06/03/11 60 4 129.0 9.3 117.0 91 90 NU WB-52 06/03/11 59 4 129.0 8.9 116.2 90 90 NU WB-53 06/03/11 62 4 129.0 9.0 115.7 90 90 NU WB-54 06/06/11 61 4 129.0 10.9 116.8 91 90 NU WB-55 06/06/11 54 4 129.0 8.9 117.4 91 90 NU WB-56 06/07/11 57 4 129.0 8.2 116.9 91 90 NU WB-57 06/08/11 58 4 129.0 9.5 117.7 91 90 NU WB-58 06/09/11 58 4 129.0 9.7 116.0 90 90 NU WB-59 06/10/11 61 4 129.0 10.4 117.3 91 90 NU WB-60 06/10/11 61 4 129.0 10.0 118.2 92 90 NU WB-61 06/20/11 37 4 129.0 9.8 116.7 90 90 NU WB-62 06/20/11 39 4 129.0 10.1 1184 92 90 NU WB-63 06/20/11 40 4 129.0 9.3 119.0 92 90 NU WB-64 06/27/11 58 4 129.0 9.7 119.9 93 90 NU WB-65 06/27/11 59 4 129.0 8.7 118.1 92 90 NU WB-66 06/28/11 61 4 129.0 8.9 116.6 90 90 NU WB-67 06/28/11 59 4 129.0 9.0 116.4 90 90 NU WB-68 06/28/11 59 4 129.0 9.8 116.7 90 90 NU WB-69 06/28/11 60 4 129.0 9.2 117.7 91 90 NU WB-70 06/29/11 55 4 129.0 11.3 115.5 90 90 NU WB-71 06/29/11 56 4 129.0 9.8 118.7 92 90 NU WB-72 06/29/11 58 4 129.0 10.0 118.6 92 90 NU WB-73 06/29/11 60 4 129.0 9.7 117.6 91 90 NU WB-74 06/29/11 62 4 129.0 10.0 119.2 92 90 NU fUiOUP 370 Amapola Avenue, Suite 212, Torrance, CA 90501 32 Mauchly Suite B, Irvine, CA 92618 nCMCITV TCCT Dcei ii TC 4201 Santa Ana St., Suite F. Ontario, CA 91761 UtN&l I Y I tb I KtbUL I & aEJJA, 9245 Activity Road, Suite 103, San Diego, CA92126 rl: Document No. 11-0159 Project No. SD-126A FIGURE C-14 Test No. Test Date Elevation/ Location [ft] Soil Type Max. Dry Density [pcf] Moisture Content [%] Dry Density [pcf] Relative Compaction [%] Required Compaction [%] Retest Number Test Method WB-75 WB-76 WB-77 WB-78 WB-79 WB-80 WB-81 WB-82 WB-83 WB-84 WB-85 WB-86 WB-87 WB-88 WB-89 WB-90 WB-91 WB-92 WB-93 WB-94 WB-95 WB-96 WB-97 WB-98 WB-99 WB-100 WB-101 WB-102 WB-103 WB-104 WB-105 WB-106 WB-107 WB-108 WB-109 WB-110 WB-111 WB-112 WB-113 WB-114 WB-115 WB-116 WB-117 WB-118 WB-119 WB-120 WB-121 WB-122 WB-123 WB-124 06/30/11 06/30/11 07/01/11 07/01/11 07/01/11 07/01/11 07/01/11 07/06/11 07/06/11 07/06/11 07/07/11 07/07/11 07/07/11 07/08/11 07/11/11 07/11/11 07/13/11 07/13/11 07/14/11 07/14/11 07/15/11 07/15/11 07/15/11 07/15/11 07/15/11 07/18/11 07/18/11 07/19/11 07/19/11 07/19/11 07/19/11 07/19/11 07/19/11 08/23/11 08/23/11 08/23/11 08/23/11 08/24/11 08/24/11 08/24/11 10/28/11 10/28/11 11/02/11 11/02/11 11/03/11 11/03/11 11/03/11 11/03/11 11/03/11 11/03/11 55 57 59 61 58 59 60 54 55 57 58 59 60 61 61 62 57 60 45 47 46 47 44 49 50 39 41 39 40 42 39 39 41 52 54 55 55 53 55 57 43 42 44 46 42 44 46 51 49 47 9 9 9 10 10 9 9 9 9 9 9 9 9 9 9 9 9 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 129.0 129.0 129.0 124.0 129.0 129.0 124.0 132.5 132.5 132.5 132.5 132.5 132.5 132.5 132.5 132.5 131.5 131.5 131.5 130.0 130.0 131.5 131.5 131.5 131.5 131.5 131.5 131.5 131.5 131.5 131.5 131.5 131.5 130.0 130.0 130.0 130.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 129.0 9.2 9.7 9.7 13.2 9.0 9.6 13.8 10.1 9.7 9.3 7.9 9.1 10.7 8.8 9.0 7.9 8.3 8.5 10.5 8.2 11.1 11.1 10.0 11.3 9.7 8.9 9.0 8.5 10.6 9.1 11.0 9.5 8.9 9.5 9.1 9.3 8.9 10.1 11.0 9.0 9.8 10.4 8.7 8.5 10.2 9.8 8.8 8.2 8.3 8.1 116.7 119.9 121.2 111.2 121.4 116.1 118.4 121.4 122.1 121.0 118.9 118.8 119.0 125.7 123.0 122.6 117.7 119.2 119.2 120.5 118.2 119.8 118.5 120.0 121.7 118.4 119.4 118.2 118.0 117.9 118.4 119.1 122.6 118.4 116.8 117.1 118.5 116.7 120.5 116.1 120.3 119.6 116.3 120.3 115.6 119.6 122.2 121.6 119.1 117.6 90 93 94 90 94 90 95 92 92 91 90 90 90 95 93 93 90 91 91 93 91 91 90 91 93 90 91 90 90 90 90 91 93 91 90 90 91 90 93 90 93 93 90 93 90 93 95 94 92 91 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU NU GROUP 370 Amapola Avenue, Suite 212, Torrance, CA 90501 32 Mauchly Suite B, Irvine, CA 92618 rtcMOiTV -rrro-r nrroi ii TC 4201 Santa Ana St., Suite F Ontario, CA 91761 DENSITY TEST RESULTS naJtL 9245 Activity Road, Suite 103, San Diego, CA 92126 rl Document No. 11-0159 Project No. SD-126A FIGURE C-15 Test Test Elevation/ Soil Max. Dry Moisture Dry Relative Required Retest Test No. Date Location Type Density Content Density Compaction Compaction Number Method [ft] [pcf] [%] [pcf] [%] [%] WB-125 11/03/11 46 4 129.0 8.2 116.5 90 90 NU WB-126 11/08/11 48 4 129.0 9.9 125.1 97 90 NU WB-127 11/08/11 49 4 129.0 9.2 121.5 94 90 NU WB-128 11/08/11 50 4 129.0 8.9 118.6 92 90 NU WB-129 11/09/11 50 4 129.0 8.8 119.1 92 90 NU WB-130 11/09/11 51 4 129.0 8.4 117.6 91 90 NU WB-131 11/09/11 52 4 129.0 4.9 112.5 87 90 WB-132 NU WB-132 11/09/11 52 4 129.0 7.9 125.0 97 90 NU WB-133 11/10/11 50 4 129.0 3.8 112.5 87 90 WB-134 NU WB-134 11/10/11 50 4 129.0 7.6 118.6 92 90 NU WB-135 11/10/11 51 4 129.0 8.2 121.1 94 90 NU WB-136 11/10/11 52 4 129.0 7.8 117.1 91 90 NU WB-137 11/10/11 53 4 129.0 8.0 116.0 90 90 NU WB-138 11/11/11 49 4 129.0 7.8 115.8 90 90 NU WB-139 11/11/11 50 4 129.0 8.4 124.7 97 90 NU WB-140 11/11/11 51 4 129.0 8.0 121.3 94 90 NU WB-141 11/11/11 52 4 129.0 8.1 120.0 93 90 NU WB-142 11/11/11 53 4 129.0 7.5 116.0 90 90 NU WB-143 12/07/11 59 4 129.0 8.1 114.4 89 90 NU WB-144 12/07/11 59 4 129.0 8.2 118.9 92 90 NU WB-145 12/07/11 44 4 129.0 8.0 117.9 91 90 NU WB-146 12/08/11 60 4 129.0 8.2 117.1 91 90 NU WB-147 12/08/11 61 4 129.0 8.0 116.0 90 90 NU WB-148 12/08/11 55 4 129.0 8.9 117.6 91 90 NU WB-149 12/08/11 56 4 129.0 9.1 118.9 92 90 NU WB-150 12/08/11 57 4 129.0 84 116.1 90 90 NU WB-151 01/11/12 54 4 129.0 8.6 117.1 91 90 NU WB-152 01/11/12 57 4 129.0 8.2 117.3 91 90 NU WB-153 01/11/12 61 4 129.0 7.8 119.4 93 90 NU WB-154 01/11/12 53 4 129.0 8.1 118.1 92 90 NU WB-155 01/11/12 56 4 129.0 9.2 119.6 93 90 NU WB-156 01/11/12 56 4 129.0 8.1 118.0 91 90 NU WB-157 01/11/12 62 4 129.0 8.5 118.3 92 90 NU WB-158 01/12/12 56 4 129.0 9.0 117.0 91 90 NU WB-159 01/12/12 58 4 129.0 8.7 117.7 91 90 NU WB-160 01/12/12 61 4 129.0 8.4 117.5 91 90 NU 'IKnyi.' 370 Amapola Avenue, Suite 212, Torrance, CA 90501 32 Mauchly Suite B, Irvine, CA 92618 DENSITY TEST RESULTS 4201 Santa Ana St., Suite F, Ontano, CA 91761 nKUja. 9245 Activity Road, Suite 103, San Diego, CA 92126 Document No. 11-0159 Project No. SD-126A FIGURE C-16 Test Test Elevation/ AC Hveem Rice Field Air Relative Relative Required No. Date Station Type Density Density Density Voids Compaction Compaction Compaction [ft] [pcf] [pcf] [pcf] [%] (Hveem) [%] (Rice) [%] Hveem [%] AC-1 04/22/11 FG AC-1 145.0 152.1 139.0 8.6 96 91 95 AC-2 04/22/11 FG AC-1 145.0 152.1 138.2 9.1 95 91 95 AC-3 04/22/11 FG AC-1 145.0 152.1 137.4 9.7 95 90 95 AC-4 04/22/11 FG AC-1 145.0 152.1 137.2 9.8 95 90 95 AC-5 04/22/11 FG AC-1 145.0 152.1 138.8 8.7 96 91 95 AC-6 04/22/11 FG AC-1 145.0 152.1 139.7 8.2 96 92 95 AC-7 04/22/11 FG AC-1 145.0 152.1 139.2 8.5 96 92 95 AC-8 04/22/11 FG AC-1 145.0 152.1 140.8 7.4 97 93 95 AC-9 04/22/11 FG AC-1 145.0 152.1 138.6 8.9 96 91 95 AC-10 04/22/11 FG AC-1 145.0 152.1 137.8 9.4 95 91 95 AC-11 10/17/11 FG AC-2 145.5 152.0 134.9 11.3 93 89 95 AC-12 10/17/11 FG AC-2 145.5 152.0 132.0 13.2 91 87 95 AC-13 10/17/11 FG AC-2 145.5 152.0 131.2 13.7 90 86 95 AC-14 10/17/11 FG AC-2 145.5 152.0 132.2 13.0 91 87 95 AC-15 10/17/11 FG AC-2 145.5 152.0 131.0 13.8 90 86 95 AC-16 10/17/11 FG AC-2 145.5 152.0 131.0 13.8 90 86 95 AC-17 01/27/12 FG AC-3 146.5 152.2 141.4 7.1 97 93 95 AC-18 01/27/12 FG AC-3 146.5 152.2 142.2 6.6 97 93 95 AC-19 01/27/12 FG AC-3 146.5 152.2 142.3 6.5 97 93 95 AC-20 01/27/12 FG AC-3 146.5 152.2 142.1 6.6 97 93 95 AC-21 01/27/12 FG AC-3 146.5 152.2 141.3 7.2 96 93 95 AC-22 01/27/12 FG AC-3 146.5 152.2 141.7 6.9 97 93 95 AC-2 3 01/27/12 FG AC-3 146.5 152.2 142.2 6.6 97 93 95 AC-24 01/27/12 FG AC-3 146.5 152.2 143.2 5.9 98 94 95 AC-25 02/20/12 FG AC-4 150.1 156.9 145.2 7.5 97 93 95 AC-26 02/20/12 FG AC-4 150.1 156.9 145.7 7.1 97 93 95 AC-21 02/20/12 FG AC-4 150.1 156.9 144.1 8.2 96 92 95 AC-28 02/20/12 FG AC-4 150.1 156.9 144.2 8.1 96 92 95 AC-29 02/20/12 FG AC-4 150.1 156.9 142.0 9.5 95 91 95 AC-29R 02/20/12 FG AC-4 150.1 156.9 147.9 5.7 99 94 95 AC-30 02/20/12 FG AC-4 150.1 156.9 146.4 6.7 98 93 95 AG-31 02/20/12 FG AC-4 150.1 156.9 141.2 10.0 94 90 95 AC-31R 02/20/12 FG AC-4 150.1 156.9 146.6 6.6 98 93 95 AC-32 02/20/12 FG AC-4 150.1 156.9 147.0 6.3 98 94 95 AC-33 02/20/12 FG AC-4 150.1 156.9 146.6 6.6 98 93 95 AC-34 02/20/12 FG AC-4 150.1 156.9 146.1 6.9 97 93 95 AC-35 02/20/12 FG AC-4 150.1 156.9 141.6 9.8 94 90 95 AC-35R 02/20/12 FG AC-4 150.1 156.9 147.9 5.7 99 94 95 AC-36 02/20/12 FG AC-4 150.1 156.9 145.6 7.2 97 93 95 AC-37 02/20/12 FG AC-4 150.1 156.9 144.3 8.0 96 92 95 AC-38 02/20/12 FG AC-4 150.1 156.9 144.0 8.2 96 92 95 AC-39 02/20/12 FG AC-4 150.1 156.9 148.5 5.4 99 95 95 AC-40 04/23/12 FG AC-5 146.2 151.9 140.0 7.8 96 92 95 AC-41 04/23/12 FG AC-5 146.2 151.9 143.4 5.6 98 94 95 AC-42 04/23/12 FG AC-5 146.2 151.9 143.0 5.9 98 94 95 AC-43 04/23/12 FG AC-5 146.2 151.9 144.0 5.2 98 95 95 AC-44 04/23/12 FG AC-5 146.2 151.9 142.7 6.1 98 94 95 AC-45 05/18/12 FG AC-6 144.6 151.5 143.3 5.4 99 95 95 AC-46 05/18/12 FG AC-6 144.6 151.5 143.6 5.2 99 95 95 AC-47 05/18/12 FG AC-6 144.6 151.5 141.8 6.4 98 94 95 GROIJP: 370 Amapola Avenue, Suite 212, Torrance, CA 90501 32 Mauchly Suite B, Irvine, CA 92618 DENSITY TEST RESULTS 4201 Santa Ana St., Suite F, Ontario, CA 91761 9245 Activity Road, Suite 103, San Diego, CA 92126 Document No. 11-0159 Project No. SD-126A FIGURE C-17 Test Test Elevation/ AC Hveem Rice Field Air Relative Relative Required No. Date Station Type Density Density Density Voids Compaction Compaction Compaction [ft] [pcf] [pcf] [pcf] [%] (Hveem) [%] (Rice) [%] Hveem [%] AC-48 05/18/12 FG AC-6 144.6 151.5 139.4 8.0 96 92 95 AC-49 05/18/12 FG AC-6 144.6 151.5 140.2 7.5 97 93 95 AC-50 05/18/12 FG AC-6 144.6 151.5 142.1 6.2 98 94 95 AC-51 05/18/12 FG AC-6 144.6 151.5 140.9 7.0 97 93 95 AC-52 06/08/12 FG AC-7 148.2 156.7 143.6 8.4 97 92 95 AC-53 06/08/12 FG AC-7 148.2 156.7 144.3 7.9 97 92 95 AC-54 06/08/12 FG AC-7 148.2 156.7 149.7 4.5 100+ 96 95 AC-55 06/08/12 FG AC-7 148.2 156.7 145.0 7.5 98 93 95 AC-56 06/08/12 FG AC-7 148.2 156.7 145.9 6.9 98 93 95 AC-57 06/08/12 FG AC-7 148.2 156.7 144.2 8.0 97 92 95 AC-58 06/08/12 FG AC-7 148.2 156.7 143.6 8.4 97 92 95 AC-59 06/08/12 FG AC-8 148.2 156.0 142.4 8.7 96 91 95 AC-60 06/08/12 FG AC-8 148.2 156.0 139.4 10.6 94 89 95 AC-61 06/08/12 FG AC-8 148.2 156.0 143.5 8.0 97 92 95 AC-62 06/08/12 FG AC-8 148.2 156.0 142.1 8.9 96 91 95 AC-63 06/08/12 FG AC-8 148.2 156.0 139.4 10.6 94 89 95 AC-64 06/08/12 FG AC-8 148.2 156.0 138.9 11.0 94 89 95 AC-65 06/08/12 FG AC-8 148.2 156.0 138.8 11.0 94 89 95 AC-66 06/08/12 FG AC-8 148.2 156.0 137.7 11.7 93 88 95 AC-67 06/08/12 FG AC-8 148.2 156.0 137.5 11.9 93 88 95 Explanation MATCH UNE (SEE PIATE 3} t« r f If j I- III t^ « M ; 7 SCALE: V'Hr GROUP n DELTi TEST LOCATION PLAN MATCH UNE ISEE PLATE 1) \ tinn \ . k'c^-f MUI -i7- ^ \ ' \ CS P S I i i ';! I i ! [ ill : turn «. 11! 1 I MATCH LINE (SEE PLATE 3) GROUP SCALE: 1--2(r TEST LOCATION PLAN •EE PLAIE 1 FOR EMnANATUM MATCH UNE (SEE FUTURE BEACH WAY AND PONTO DRIVE INTBtSBCTKMl HATCH UNE •m / t 1 =:/3S FUTURE BEACH WAY AND PONTO DRIVE INTERSECTION GROUP SCALE: r-w TKT LOCATKIN PLAN Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim. CA 92806 Tel: (714) 6,'^2-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square. Suite C, San Diego, CA 92121 Tel: (858) 5.37-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A. Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway # I, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM Cl019 Date Printed: 11/10/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A0I ffllTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL A Set No.: 11-01399 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 10/20/2011 3X3X6 9.00 12,200 1,360 N/A 28 11/10/2011 3X3X6 9.00 24,500 2,720 N/A 28 11/10/2011 3X3X6 9.00 25,150 2,790 N/A 28 11/10/2011 3X3X6 9.00 23,600 2,620 N/A Specified Strength: 2,000 PSI Sampled By: MATTHEW JACKSON Location: CMU WALL - ELEVATION ELEVATOR ENCLOSURE #8 ASTMC172 Date Sampled: 10/13/2011 Date Received: Concrete Supplier: Mix No.: 2511501 Ticket No.: 424289 Water added at Site: Cement Type: II/V HANSON AGGREGATE 10.00 gal. By CONTRACTOR Mix Time: 94 Concrete Temp: 71 Ambient Temp: 67 "F ASTM C1064 "F ASTM C1064 Slump: 7.00 in. ASTM C143 Tested at: San Diego Remarks: IWiMIT#GB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. (3' Eduardo Dizon, R.C.E. 2710 PSl 28-day compression test complies with the specified strength. Corporate: 2992 K. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway # I, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM Cl019 Date Printed: 1/8/201: CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL A Set No.: 11-01386 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 10/17/2011 3X3X6 9.00 15,650 1,740 N/A 28 11/7/2011 3X3X6 9.00 25,250 2,810 N/A 28 11/7/2011 3X3X6 9.00 24,350 2,710 N/A 28 11/7/2011 3X3X6 9.00 26,800 2,980 N/A Specified Strength: 2,500 PSI Sampled By: MATTHEW JACKSON Location: CMU WALL I Concrete Supplier: HANSON AGGREGATE Mix No.: 2511501 Ticket No.: 423769 Water added at Site: 15.00 gaL By CONTRACTOR Cement Type; II/V Mix Time: 105 min. ASTM C172 Date Sampled: 10/10/2011 Date Received: 10/12/2011 Concrete Temp: 68 Ambient Temp: 60 "F ASTM C1064 "F ASTM C1064 Slump: 6.50 in. ASTM Cl43 Tested at: San Diego Remarks: 16"CMU. PERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 2830 PSI 28-day compression test complies with the specified strength. Corporale: 2992 H. La Palma Avenue. Suilc A. Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suilc C. San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 449 17 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 11/7/2011 CITY OFCARLSBAD-BLDG INSPECTION DEPT, 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 908 7 AOI HILTON CARLSBAI) OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01367 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 3 10/10/201 1 4X8 12,57 38,430 3,060 Cone 28 11/4/2011 4X8 12.57 76,350 6,080 Cone 28 11/4/2011 4X8 12.57 73,630 5,860 Cone 28 11/4/201 1 4X8 12.57 74,550 5,930 Cone 28 H 11/4/2011 4X8 12.57 Spedfied Strength: 5,000 PSI Sampled By: MATTHEW JACKSON ASTM C172 Date Sampled: 10/7/2011 Date Received: 10/10/2011 Location: LEVEL 3 - UP TURNED POST TENSION BEAM, GRID LINE B - C / 7 Concrete Supplier: HANSON AGGREGATE Mix No.: 5011500 Ticket No.: 423568 Water added at Site: 20.00 Cement Type: II/V gal. By PACIFIC STRUCTURE Mix Time: 90 min. Concrete Temp: 72 Ambient Temp: 60 "F ASTM C1064 "F ASTM C1064 Slump: 6.50 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5960 PSI 28-day compression test complies with the specified strength. Corporale: 2992 E. La Palma Avenue. Suile A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, 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 Branch: 44917 Golf Cenler Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 11/7/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01359 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 10/12/2011 3X3X6 9.00 18.850 2,090 N/A 28 11/2/2011 3X3X6 9.00 35.950 3,990 N/A 28 11/2/2011 3X3X6 9.00 33,200 3,690 N/A 28 11/2/2011 3X3X6 9.00 34,150 3,790 N/A Specified Strength: 2,500 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 1 - PERIMETER CMU WALL, GRID LINE C / 17 ASTMC172 Date Sampled: 10/5/2011 Date Received: 10/7/2011 Concrete SuppUer: Mix No.: 2511501 Ticket No.: 423412 Water added at Site: Cement Type: II/V HANSON AGGREGATE gal. By Mix Time: 84 Concrete Temp: 76 Ambient Temp: 63 "F ASTM C1064 "F ASTM C1064 Slump: 7.50 in. ASTM C143 Tested at: San Diego Remarks: MD LIFT. PERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 3820 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suile A. Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, 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 Branch: 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 10/24/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A0i H]DLTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01298 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 4 9/26/2011 4X8 12.57 42,810 3,410 Cone 28 10/20/2011 4X8 12.57 63,950 5,090 Cone 28 10/20/2011 4X8 12.57 66,600 5,300 Cone 28 10/20/2011 4X8 12.57 65,840 5,240 Cone 28 H 10/20/2011 4X8 12.57 28 H 10/20/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 3 DECK - GRID LINE 5 / C Concrete Supplier: HANSON AGGREGATE Mix No.: 5033504 Ticket No.: 421920 Water added at Site: 10.00 gal. By CONTRACTOR Cement Type: II/V Mix Time: 44 min. ASTMC172 Date Sampled: 9/22/2011 Date Received: Concrete Temp: 79 Ambient Temp: 72 "F ASTM C1064 "F ASTM C1064 Slump: 5.50 in. ASTM C143 Tested at: San Diego Remarks: IJERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5210 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: 6295 Ferns Square, Suile C, 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 Branch: 44917 Golf Cenler Parkway #1. Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 10/24/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Pennit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL A Set No.: 11-01297 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 4 9/26/2011 4X8 12.57 46,440 3,700 Cone 28 10/20/2011 4X8 12..57 72,660 5,780 Cone 28 10/20/2011 4X8 12.57 71,100 5,660 Cone 28 10/20/2011 4X8 12.57 73,620 5,860 Cone Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Locafion: 3RD LEVEL DECK - GRID LINE 8 / B ASTMC172 Date Sampled: 9/22/2011 Date Received: Concrete Supplier: Mix No.: 5033504 Ticket No.: 421870 Water added at Site: Cement Type: II/V HANSON AGGREGATE gal. By Mix Time: 43 Concrete Temp: 79 Ambient Temp: 72 "F ASTM C1064 "F ASTM C1064 Slump: 5.50 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. 5770 PSI 28-day compression test complies with the specified strength. Corporale: 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suile C, 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 Branch: 44917 GolfCenler Parkway#l, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 10/24/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Perniit No.: Project No.: Project Name: SEE REMARKS 9087A0I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL A Set No.: 11-01296 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 4 9/26/2011 4X8 12.57 46,470 3,700 Cone 28 10/20/2011 4X8 12.57 66,180 5,270 Cone 28 10/20/2011 4X8 12.57 65,300 5,200 Cone 28 10/20/2011 4X8 12.57 65,930 5,250 Cone Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: 3RD LEVEL DECK - GRID LINE 10 / A Concrete Supplier: HANSON AGGREGATE Mix No.: 5033504 Ticket No.: 421817 Water added at Site: 5.00 gaL By CONTRACTOR Cement Type: II/V Mix Time: 60 min. ASTMC172 Date Sampled: 9/22/2011 Date Received: Concrete Temp: 74 Ambient Temp: 69 »F ASTM C1064 "F ASTM C1064 Slump: in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5240 PSI 28-day compression test complies with the specified strength. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperlal County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760,342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 801 Pemiyi ceil0227 DAILY INSPECTION REPORT DSA/CITY File#. DSA/OSHPD Appl. #. DSA/LEA # Report # 92 Page 1 of l Special Inspectbn Reporta musl be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME:«il8jnt)ceari Front Resort / Pat1<lng SfructiJre —--=-===-— >~ | Date: Oct 21, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Sollec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carisbad, Ca. ADDRESS OF PROJECT same / partying structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE B] CONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOIL REPORT Y • N • • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • . SPECS: Y • N • APPROVED SHOP DRAWING Y • N • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y Kl N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel Hanson, 5011500, SOOOpsi 3/8" hard rock concrete CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: Observed & verified the delivery & placing of 17 yards 5000psi concrete for crash wall construction at the locations noted on the previous report. Supplied by Hanson, mix design 5011500, placed by small rock trailer pump, & consolidated wl mechanical vibration. Sample & test; 1 set of (5) cylinders were cast for compressive strength testing STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete construction is on going REWORK AS PERCENT OF ALL WORK TODAY: WAS NOT • PERCENT PROJECT COMPLETE: THE WORK WAS I Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPUNG WAS [3 WAS NOT • N/A • Performed in accordance with DSA/OSPHD Project approved documents. THE WORK INSPECTED MET 12 DID NOT MEET I The requirements of the DSA/OSPHD Project approved documents. Samples taken: Weather: overcast Temp: 65* Projecf Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Signature of Special Inspector Matthew Jackson Verified by ?f^<^ Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indlo 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 801 Pemnit # CB110227 DAILY INSPECTION REPORT Report #S1 Pagelofi DS/VCITY File* DS/VOSHPD Appl. #. DS/VLEA # Special Inspection Reports must be distributed to the parties listed below within 14 days ofthe inspectron. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspectton. PROJECT NAME: Hilton Ocean Front Resort / Parking Structure Date: Oct 20, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL _ BATCH PLANT • PT CONCRETE • SHOTCRETE • CONCRETE _ MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOIL REPORT Y • N • • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE • , SPECS: Y • N • APPROVED SHOP DRAWING Y • N • AVAILABLE APPROVED PLANS Y Kl N • DSA/OSHPD PROJECT APPROVED DOCUMENTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: Inspect reinforcing steel & fomi work for crash wall constmction @ the following locations: C line 10-11, A.4 line 1 -2, 3 -4, 18 -19; 4 & 18 line A-A. .4; Aline 4-5, 6 -7, 8 -9, 14-15, 16-18 Observed bar size, grade, lap splice lengths, layout configurations, & clearances. The work observed was in general compliance with the approved plans & specifications. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS IS WAS NOT I Inspected in accordance with the requirements of fhe DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A H Performed in accordance with DS/VOSPHD Project approved documents. THE WORK INSPECTED MET H DID NOT MEET I The requirements of the DSA/OSPHD Project approved documents. Samples taken: Weather: overcast Temp: 65* Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Signature of Special Inspector Matthew Jackson Verified by JEk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San DIego/lmperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951,653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Pemiit # CB110227 DAILY INSPECTION REPORT Report # 90 Page 1 of 1 DSA/CITY File # DS/VOSHPD Appl. #. DSA/LEA # Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shail be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Parking Structure Date: Oct 14,2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / pari<ing structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE • CONCRETE H MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOIL REPORT Y U N • • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE SPECS: YDND APPROVED SHOP DRAWING Y • N • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PLANS Y H N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Hanson 5011500, 5000psi, 8.6 sack, 3/8" hard rock concrete CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: Observed & verified the delivery & placing of 39 yards, 5000psi concrete for crash wall, up-tumed tieam, & delay strip constmction @ the following locations: crash walls; A line 4 to 5, 7 to 16 level 1; 4 line A to A.4; A.4 line 3 to 4; Up-turned beam A line 5 to 6, A.4 line 2 to 3, 1 line A.4 to B.8; Delay strips, on 6 line btwn A&B, 9.5 line btwn B&C, 2 level. Hanson 5011500, placed by pump & consolidated with mechanical vibration. STRUCTURAL NOTES, DETAIL OR RFIS USED: Sample & tesfing of concrete; 1 set of (5) 4"x 8" cylinders cast for compressive strength testing REMARKS, INCLUDING MEETINGS: Reinforced concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS El WAS NOT I Inspected in accordance with the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS H WAS NOT • N/A • Performed in accordance with DS/VOSPHD Project approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District PERCENT PROJECT COMPLETE: DID NOT MEET • THE WORK INSPECTED MET I The requirements of the DSA/OSPHD Project approved documents. Samples taken: 1 set of (5) concrete cylinders Weather: sunny warm Temp: 72* Matthew Jackson Knni Name Certification #:5269061 X4 49 92 86 Verified by:. rTTt\ Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperlal County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indlo 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Pemiit # CB110227 DAILY INSPECTION REPORT DS/VCITY File # DS/VOSHPD Appl.*. DS/VLEA* Report#89 Page 1 Ofi Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspection. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspectton on a dally basis. Each report shall be completed and signed by the special inspector conducting the inspectton. PROJECT NAIVIE: Hilton Ocean Front Resort / Pari<ing Structure ~~~~ ~~ ~~ | Date:0cL13, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / pari<ing structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE • CONCRETE la MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOIL REPORT Y • N • • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP SPECS: YDND APPROVED SHOP DRAWING Y • N • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y H N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel Hanson 2511501, 2500psi, 3/8" hard rock grout CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz 5 men; observed & verified the delivery & placing of 5yards 2500psi grout for final lift TOW elevation @ stainwell & elevator * 8. Supplied by Hanson, mix design 2511501, placed by pump, & consolidated wl mechanical vibration. Sample & test; 1 set of (4) grout samples cast for compressive strength testing. AREA, GRID LINES, PIECES INSPECTED: Inspect reinforcing steel placed for crash walls, up-tumed beams, & delay strips. crash walls: A lirie 4 to 5, 7 to 16 level 1; 4 line A to A.4 2™ level, A.4 line 3 to 4, 2"° level; Up-tumed beams; A line 5 to 6, A.4 line 2 to 3,1 line A.4 to B.8, 3'" level. Delay strips; 6 line btwn A&B, 9.5 line btwn B&C, 2 level. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS H WAS NOT I Inspected in accordance with the requirements of the DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS H WAS NOT • N/A • Performed in accordance with DSA/OSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET S DID NOT MEET I The requirements of the DSA/OSPHD Project approved documents. Samples taken: 1 set of (4) grout Weather: sunny warm Temp: 74* cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Special Inspector Matthew Jackson pnnt Name Certification #: 5269061 X4 49 92 86 Verified by:_ mk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San DIego/lmperial County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indlo 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch; 800.491.2990 MTGL PROJECT*: 9087 BOI Pemit # CB110227 DAILY INSPECTION REPORT DS/VCITY File *. DSA/OSHPD Appl.*. DSA/LEA # Report # 88 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspectton. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspectton on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Pari<ing Structure Date:0ct.12, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL BATCH PLANT • PT CONCRETE • SHOTCRETE • CONCRETE H MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOIL REPORT Y • N • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE SPECS: YDND APPROVED SHOP DRAWING Y • N • AVAILABLE APPROVED PLANS Y H N • DSA/OSHPD PROJECT APPROVED DOCUMENTS MATERIALS USED BY CONTRACTOR (INCLUDE^f^ESEARCH REPORT NCT OR MATERIAL TEST REPORTS): A615 grade 60 relnfon:ing steel r CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 2 tenders AREA, GRID LINES, PIECES INSPECTED: Obsen/ed the continued placing of high lift 8" CMU constmction of stainvell # 8 wing wall, & final lift 8" CMU elevator # 8 enclosure walls. All masonry is @ TOW elevation, grout to follow. Type S spec mix mortar used for placing. Inspected cleanouts prior to there being closed. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, & masonry, constmction are on going. REWORK AS PERCENT OF ALL WORK TODAY, THE WORK WASH WAS NOT I Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WASD WAS NOT • N/A H Peri'ormed in accordance with DSA/OSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET Kl DID NOT MEET I The requirements of the DS/VOSPHD Project approved documents. Samples taken: Weather: sunny nice Temp: 72* cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Sjgir&afe of Special Inspector Matthew Jackson pnnt Name Certification #:5269061 X4 49 92 86 Verified by;. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714,632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San DIego/lmperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy.. Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Permit * CB110227 DAILY INSPECTION REPORT DS/VCITY File* DS/VOSHPD Appl. *. DSA/LEA* ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Sfructures Report*87 Pagelofi Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspectton. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspectton on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspectton. PROJECT NAME: Hilton Ocean Front Resort / Pari<ing Structure Date: Oct. 11 2011 INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / pari<ing structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL BATCH PLANT • PT CONCRETE • SHOTCRETE • CONCRETE MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOIL REPORT Y • N • • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE SPECS: Y • N • APPROVED SHOP DRAWING Y • N • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y H N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" normal wieght concrete masonry units, type S spec mix mortar. CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 2 tenders AREA, GRID LINES, PIECES INSPECTED: Observed the continued placing of 8" CMU for 6"" Ift constmction of interior wing wall @ stairtvell # 8; VJork will be high lifted, every other face shell removed to provide clean outs. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, constmction are on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS 12 WAS NOT I Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A E] Performed in accordance with DSA/OSPHD Project approved documents. PERCENT PROJECT COMPLETE DID NOT MEET THE WORK INSPECTED MET I The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: Weather: sunny nice Temp: 68* cc Project Architect Structural Engineer DSA Regional Office School Distrtet Contractor Building Department Owner Sigre Matthew Jackson Special Inspector rnnt Name Certification #:5269061 X4 49 92 86 Verified by:. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperlal County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy.. Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Permit # CB110227 DAILY INSPECTION REPORT DS/VCITY File * Report * 86 Page 1 of 1 DS/VOSHPD Appl. #. DSA/LEA* Special Inspectton Reports must be distributed to the parties listed below wrthin 14 days of the inspectton. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspectton on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hitton Ocean Front Resort / Pari<ing Structure Date: Oct. 10, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / pari<ing structure TYPE OF INSPECTION • ENGINEERED FiLL • FOUNDATION • BACK FILL BATCH PLANT El PT CONCRETE • SHOTCRETE • CONCRETE El MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOIL REPORTYDND FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D. D. SPECS: Y D N D APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y [a N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" normal weight concrete masonry units, type S spec mix mortar; CONTRACTORS EQUIPMENT/MANPOWER USED: Minshew Bros. Reinforcing Steel; Obseved the stressing of (8) post tension tendons in the up-tumed bean on 7 line btwn B & C, on the 3' level. Sun Coast ram & gauge # 370 were used to obtain tendon elongations, all were in tolerance. AREA, GRID LINES, PIECES INSPECTED: Schwartz Masonry; 2 masons, 2 fenders; Obsen/ed & verified the delivery & placing of 9 yards 2500psi grout in 1" lift 16" CMU north west end of site wall I, & TOW elevation of exterior stairwell & elevator * 8, enclosure walls. Supplied by Hanson, mix design 2511501, placed by small rock pump, & consolidated w/ mechanical vibrat Sampled & test; 1 set of (4) 3" x 6" grout papers were cast for compressive strength testing. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reiriforced concrete, and masonry, construction are on going. REWORK AS PERCENT OF ALL WORK TODAY: WAS NOT • THE WORK WAS Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS El WAS NOT • N/AD Performed in accordance wrth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET B] DID NOT MEET j The requiremenis ofthe DS/VOSPHD Project approved documents. Samples taken: 1 set of (4) grout Weather: sunny nice Temp: 68* Project Architect Structural Engineer DSA Regional OfRce School District Contractor Building Department Owner Sigpatjjier&f Special Inspector Matthew Jackson pnnt Name Certification #:5269061 X4 49 92 86 Verified by:_ Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suile C, 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 Branch: 44917 Golf Center Parkway # I, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM CIO 19 Date Printed: 8/5/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087AO I Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00932 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/14/2011 3X3X6 9.00 16,800 1,870 N/A 28 8/4/2011 3X3X6 9.00 23,900 2,660 N/A 28 8/4/2011 3X3X6 9.00 23,250 2,580 N/A 28 8/4/2011 3X3X6 9.00 24,600 2,730 N/A Specified Strength: 2,500 PSI Sampled By: MATTHEW JACKSON ASTM C172 Date Sampled: 7/7/2011 Date Received: 7/8/2011 Location: 6" CMU PETITION WALL - BASEMENT LEVEL, GRID LINE A.4 / 8.5 Concrete Supplier: HANSON AGGREGATE Mix No.: 2511501 Ticket No.: 411336 Water added at Site: 20.00 gal. By MASONRY Cement Type: II/V Mix Time: 60 Remarks: 2ND LIFT. PERI®f #Cfil 10227 • Concrete Temp: 82 Ambient Temp: 72 °F ASTM C1064 °F ASTM C1064 Slump: 6 00 in. ASTM C143 Tested at: San Diego Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. 2660 PSI 28-day compression test complies with the specified strength. cm Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 TcI: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/5/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01029 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 3 7/29/2011 4X8 12.57 39,080 3,110 Cone 7 8/2/2011 4X8 12.57 48,560 3,860 Cone 28 8/23/2011 4X8 12.57 28 8/23/2011 4X8 12.57 28 8/23/2011 4X8 12.57 28 H 8/23/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 2 - DECK, GRID LINE 6 / B.5 Concrete Supplier: HANSON AGGREGATE Mix No.: 5033504 Ticket No.: 414105 Water added at Site: gal. By Cement Type: II/V Mix Time: 46 min. ASTMC172 Date Sampled: 7/26/2011 Date Received: 7/27/201 Concrete Temp: 77 Ambient Temp: 72 °F ASTM C1064 °F ASTM C1064 Slump: 5 00 in. ASTM CI43 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporale: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Fen is Square. Suite C, San Dicgo, 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 Branch: 44917 GolfCenler Parkway #1. Indio, CA 92201 TcI: (760) 342-4677 Fax: (760) .342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/5/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A0I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA CUent: WAVECREST RESORTS LLL Set No.: 11-01042 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 8/4/2011 4X8 12.57 38,410 3,060 Cone 28 8/25/2011 4X8 12.57 28 8/25/2011 4X8 12.57 28 8/25/2011 4X8 12.57 28 H 8/2,5/2011 4X8 12.57 Specified Strength: 4.000 PSI Sampled By: MATTHEW JACKSON Location: SLAB ON GRADE - GRID LINE B / 13 ASTMC172 Date Sampled: 7/28/2011 Date Received: 7/29/2011 Concrete Supplier: Mix No.: 4033504 Ticket No.: 414463 Water added at Site: Cement Type: II/V HANSON AGGREGATE gal. By Mix Time: 56 Concrete Temp: 72 Ambient Temp: 70 "F ASTM C1064 "F ASTM C1064 Slump: 5 00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. Coiporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Fen is Square, Suile C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 925 18 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio. CA 92201 Tel: (760) .342-4677 Fax: (760) .342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/5/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A()I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD. CA Client: WAVECREST RESORTS LLL Set No.: 11-01041 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 8/4/2011 4X8 12.57 40,500 3,220 Cone 28 8/25/2011 4X8 12.57 28 8/25/2011 4X8 12.57 28 8/25/2011 4X8 12.57 28 H 8/25/2011 4X8 12.57 Specified Strength: 4.000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 1 - SLAB ON GRADE. GRID LINE A.2 / 17 Concrete Supplier: HANSON AGGREGATE Mix No.: 4033504 Ticket No.: Water added at Site: 8.00 gal. By PUMPER Cement Type: II/V Mix Time: 90 min. ASTMC172 Date Sampled: 7/28/2011 Date Received: 7/29/201 Concrete Temp: 85 Ambient Temp: 69 F ASTM C1064 "F ASTM C1064 Slump: 6.00 in. ASTM CI43 Tested at: San Dicgo Remarks: PERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714)632-2999 Fax: (714) 632-2974 Branch: 6295 Fems Square, Suite C, 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 Branch: 44917 Golf Cenler Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/5/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00807 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 6/16/2011 4X8 12.57 40,970 3,260 Shear 28 7/7/2011 4X8 12.57 59,040 4,700 Cone 28 7/7/2011 4X8 12.57 60,410 4,810 Cone 28 7/7/2011 4X8 12.57 58,140 4,630 Cone 56 8/4/2011 4X8 12.57 67,170 5.350 Cone Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 1 - COLUMN, GRID LINE A / 5 Concrete Supplier: HANSON AGGREGATE Mix No.: 5011500 Ticket No.: 407063 Water added at Site: 10.00 gaL By PUMPER Cement Type: II/V Mix Time: 45 min. ASTMC172 Date Sampled: 6/9/2011 Date Received: 6/10/201 Concrete Temp: 78 Ambient Temp: 65 °F ASTM C1064 °F ASTM C1064 Slump: 5.50 in. ASTM C143 Tested at: San Diego Remarks: SUPERINTENDENT NOTIFIED OF LOW 28 DAY BREAK. HOLD SAMPLE WILL BE BROKEN AT 56 DAYS. PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 4710 PSI 28-day compression test does not comply with the specified sirength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714)632-2999 Fax: (714) 632-2974 Branch: 6295 Fems Square, Suite C, 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 Branch: 44917 Golf Center Parkway # 1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/2/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01031 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 3 7/29/2011 4X8 12.57 38,150 3,040 Cone 7 8/2/2011 4X8 12.57 49,060 3,900 Cone 28 8/23/2011 4X8 12.57 28 8/23/2011 4X8 12.57 28 8/23/2011 4X8 12.57 28 H 8/23/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 2 - DECK, GRID LINE 4 / A Concrete Supplier: HANSON AGGREGATE Mix No.: 5033504 Ticket No.: 414184 Water added at Site: gal. By Cement Type: II/V Mix Time: 87 min. ASTMC172 Date Sampled: 7/26/2011 Date Received: 7/27/2011 Concrete Temp: 88 Ambient Temp: 72 °F ASTM C1064 °F ASTM C1064 Slump: 5.50 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, 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 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/2/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087AO I Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA CUent: WAVECREST RESORTS LLL Set No.: 11-01030 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 3 7/29/2011 4X8 12.57 43,710 3,480 Cone 7 8/2/2011 4X8 12.57 54,800 4,360 Cone 28 8/23/2011 4X8 12.57 28 8/23/2011 4X8 12.57 28 8/23/2011 4X8 12.57 28 H 8/23/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 2 - DECK, GRID LINE 3 / B.S Concrete Supplier: HANSON AGGREGATE Mix No.: 5033504 Ticket No.: 414154 Water added at Site: gal. By Cement Type: II/V Mix Time: 50 ASTMC172 Date Sampled: 7/26/2011 Date Received: 7/27/2011 Concrete Temp: 87 Ambient Temp: 72 °F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSB/U3-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. 0—^>^Q^ Eduardo Dizon, R.C.E. rm Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Permit # CB110227 DAILY INSPECTION REPORT DSA/CITY File* DS/VOSHPD Appl. #, DSA/LEA* Report * 31 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspection. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hitton Ocean Front Resort / Pari<ing Structure Date: July 29, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE Kl MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y S N D SOIL REPORT Y D N • SPECS: Y • N • APPROVED SHOP DRAWING Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/MANPOWER USED: Minshew Bros. Reinforcing Steel; 2 men worked the stressing process AREA, GRID LINES, PIECES INSPECTED: Observed the tensioning of Uniform tendons, and partial Beam tendons in 2 level elevated suspended deck pour area # 1, 1 to 6.5 btwn A&B lines, 1 to 9.5 btwn B&C lines. Suncoast ram & gauge combo # 370, were used. Tendon elongations were measured & recorded for evaluation by the stmctural engineer of record. The process observed was in general compliance with the PTI manual. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and posttension concrete construction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE; THE WORK WAS 13 WAS NOT • Inspected in accordance wtth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A K Performed in accordance wtth DS/VOSPHD Project approved documents. cc Project Archttect Sfructural Engineer DSA Regional Office School District Contractor Building Department Owner THE WORK INSPECTED MET K DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: Weather: overcast cool Temp: 70* nature of Special Inspector Matthew JaEkson Certificatioi Verified by rm Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperlal County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indlo 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Pemirt # CB110227 DAILY INSPECTION REPORT DSA/CITY File # DS/VOSHPD Appl. *. DSA/LEA* Report # 42 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspection. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting Ihe inspection. ____^ PROJECT NAME: Hilton Ocean Front Resort / Parking Structure Date: July 28, 2011 ARCHITECT JWDA Archrtectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure D BATCH PLANT D PT CONCRETE • SHOTCRETE D CONCRETE TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL El MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL • NDE FIELD D NDE SHOP D CEILING WIRE D • D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y El N D SOIL REPORT Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS); Hanson mix desin 4033504, 400psi 1" hard rock concrete CONTRACTORS EQUIPMENT/MANPOWER USED: H & M Concrete, laser screed AREA, GRID LINES, PIECES INSPECTED: Obsen/ed & verified the delivery & placing of 277.25 yards of 4000psi concrete for the continued 1^' level slab on grade construction. Supplied by Hanson, mix design 4033504, placed by Merii Concrete Pumping 58 meter pump, laser screed, and hand finished. Sample & testing; 2 sets of (5) 4"x 8" cylinders cast for compressive strength testing STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS K WAS NOT • Inspected in accordance wtth the requirements ofthe DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS 12 WAS NOT • N/A • Performed in accordance wtth DS/VOSPHD Project approved documenls. THE WORK INSPECTED MET K DID NOT MEET • The requirements ofthe DSA/OSPHD Project approved documents. Samples taken: 2 sets of (5) 4"x 8" cylinders Weather: sunny clear Temp: 72* cc Project Archttect Structural Engineer DSA Regional Office School District Contractor Building Department Owner [fure of Special Inspector Matthew Jackson Certification Verified by pnnt Name 31 X4<^^9^^86 Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperlal County Inland Empire 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Pennit # CB110227 DAILY INSPECTION REPORT DSA/CITY File # DSA/OSHPD Appl. #. DS/VLEA* Report # 41 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspection. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Parking Structure Date: July 27, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Soltec Pacrtic SUB CONTRACTOR Pacrtic Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE El MASONRY • HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y b N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D. D. SPECS: Y D N D APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y K N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel CONTRACTORS EQUIPMENT/MANPOWER USED: Minshew Bros, reinforcing Steel, 5 iron woricers AREA, GRID LINES, PIECES INSPECTED: Observed the continued placing of typical reinforcing steel for slab on grade const. 16 to 19 line btwn A&B; 10 to 19 line btwn B&C. Slab on grade steel was completed. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS M WAS NOT • Inspected in accordance wtth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WASD WAS NOT • N/A K Performed in accordance wtth DS/VOSPHD Project approved documents. THE WORK INSPECTED MET [3 DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: no Weather: sunny warm Temp: 72* Project Archrtect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Signature of Special Inspector Matthew Jackson Knnt Name Certification #:&E6g061 )C<I-4M2 86 Verified by: Wk Corporate San Diego/Imperial County 2992 E La Palma Ave. Ste. A 6295 Fenis Square Ste. C Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951,653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy ., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 B01 Pennit # CB110227 DAILY INSPECTION REPORT DSA/CITY File* DSA/OSHPD Appl. * _ DSA/LEA* Report #40 Pagel ofi Special Inspection Reports must be distributed to the parties listed below wrthin 14 days ofthe inspection. Reports of non-compiiant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hitton Ocean Front Resort / Pari<ing Structure Date: July 26, 2011 ARCHITECT JWDA Archrtectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / pari<ing structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT H PT CONCRETE D SHOTCRETE D CONCRETE K MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT YDND D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D. D. SPECS: Y D N D APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y a N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Hanson mix design 5033504, 5000psi, 8.65 sack peryanJ, 1" hard rock concrete CONTRACTORS EQUIPMENT/MANPOWER USED: Merii Concrete Pumping, 61 meter pump H & H Concrete AREA, GRID LINES, PIECES INSPECTED: Obsen/ed & verified the delivery & placing of 346.50 yards of 5000psi concrete for 2"° level elevated deck pour area #1, 1 to 9.5 line btwn A&C lines. Supplied by Hanson mix design 5033504, placed by Merii Concrete Pumping 61 meter pump, consolidated wl mechanical vibration & finished by H & H Concrete. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS EI WAS NOT • Inspected in accordance wrth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS Kl WAS NOT • N/A • Performed in accordance wtth DS/VOSPHD Project approved documents. THE WORK INSPECTED MET B DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: 4 sets of (6) 4"x 8" cylinders Weather: sunny warm Temp: 82* Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Sigfl^tJfe of Special Inspector Matthew Jackson Certification Verified by:_ Corporate: 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 TcI: (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Feiris Square, Suite C, 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 Branch; 44917 Golf Center Parkway # 1, Indio, CA 92201 TcI; (760) 342-4677 Fax; (760) .342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 7/19/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD. CA 92008 Client: WAVECREST RESORTS LLL Set No.: 11-00959 File No.: Permit No.: Project No.: SEE REMARKS 9087A0I Project Name: „^HlLTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/19/2011 3X3X6 9.00 21,350 2,370 N/A 28 8/9/2011 3X3X6 9.00 28 8/9/2011 3X3X6 9.00 28 8/9/2011 3X3X6 9.00 Specified Strength: 3,000 PSI Sampled By: MATTHEW JACKSON Location: 8" CMU CRASH WALL/SPANDREL, GRIDLINE 19/A.3 Concrete Supplier: HANSON AGGREGATE Mix No.: 3511501 Ticket No.: 411972 Water added at Site: 15.00 gaL By MASONRY CONTRACTOR Cement Type: II/V Mix Time: 90 min. ASTM C172 Date Sampled: 7/12/2011 Date Received: 7/14/2011 Concrete Temp: 82 Ambient Temp: "F ASTM C1064 "F ASTM C1064 Slump: 7 50 in. ASTM C143 Tested at: San Diego Remarks: PE #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 TcI; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Fenis Square. Suite C, San Dicgo, 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 Branch; 44917 Golf Center Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-MORTAR ASTM C27() Date Printed: 7/19/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD. CA Client: WAVECREST RESORTS LLL Set No.: 11-00958 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 7/19/2011 2X4 3.14 10.100 3,210 N/A 28 8/9/2011 2X4 3.14 28 8/9/2011 2X4 3.14 28 8/9/2011 2X4 3.14 Specified Strength: 1,800 PSI Sampled By: MATTHEW JACKSON Location: 12" CMU WALL, GRID LINE C / 18 Concrete Supplier: SPECIFIED MIX Mix No.: TYPE S Ticket No.: Water added at Site: gal. By Cement Type: II/V Mix Time: 4 min. ASTM C172 Date Sampled: 1112/2011 Date Received: 1114/2011 Concrete Temp: 70 Ambient Temp: 72 °F ASTM C1064 "F ASTM C1064 Slump: in. ASTM C143 Tested at: San Dicgo Remarks: PERMIT #CB 110227 Distrihution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporale; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Fenis Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 9251X Tel; (95 I) 653-4999 Fax; (951) 653-4666 Branch; 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/19/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD. CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A0I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00849 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 6/27/2011 4X8 12.57 49,970 3,980 Cone 28 7/18/2011 4X8 12.57 70.040 5,570 Cone 28 7/18/2011 4X8 12.57 70.270 5,590 Cone 28 7/18/2011 4X8 12.57 72.250 5,750 Cone 28 H 7/18/2011 4X8 12.57 Specified Strength: 5.000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL I - COLUMN, GRID LINE A / 18 HANSON AGGREGATE ASTMC172 Date Sampled: 6/20/2011 Date Received: 6/21/2011 Concrete Supplier Mix No.: 5011500 Ticket No.: Water added at Site: 10.00 Cement Type: II/V gal. By PUMPER Mix Time: 62 Concrete Temp: 80 Ambient Temp: 70 "F ASTM C1064 "F ASTM C1064 Slump: 6.00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5640 PSI 28-day compression lest complies with the specified strength. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperlal County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy.. Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Pemiit ipMllllflg27 DAILY INSPECTION REPORT DS/VCITY File * DS/VOSHPD Appl. #. DS/VLEA* Report # 35 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspectkin. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Partying Structure I Date: July 15, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / pari<ing structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE H MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y • N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE IS reinf stI D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y Kl N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 1/2" 7 strand grade 270 stressing tendons, CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 4 masons, 5 tenders AREA, GRID LINES, PIECES INSPECTED: Observed the continued placing of 3'" lift 8" CMU for stainwell & elevator enclosure walls @ C & 19 lines 1" level. 2 courses placed today to complete the 3" lift. Grout to follow. Inspect reinforcing sfeel & stressing tendons placed for deck beam constmction in pour area # 1, 1 to 6.5 line, 2"° level ofthe parking structure, placing of typical steel & uniform tendons for deck constmction is on going. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.1; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS K WAS NOT • Inspected in accordance wtth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A 12 Performed in accordance wrth DS/VOSPHD Project approved documents. cc Project Archrtect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET El DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: Weather: sunny warm Temp: 76* Sigpiiafe of Special Inspector Matthew Jackson (-"nnt Name Certification #:5269061 X4 49 92 86 Verified by:_ Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County Inland Empire 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Permit DAILY INSPECTION REPORT DS/VCITY File * DS/VOSHPD Appl, *_ DS/VLEA * Report # 35 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspection. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hitton Ocean Front Resort / Paricing Structure Date; July 14, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking sfructure D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D. D. TYPE OF INSPECTION • ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE la MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT YDND SPECS: Y D N D APPROVED SHOP DRAWING Y D N D AVAILABLE APPROVED PLANS Y Kl N D DSA/OSHPD PROJECT APPROVED DOCUMENTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAITEST REPORTS): A615 gride 60 reinf^^^^ 8" CMU, type S mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 3 masons, 4 tenders Observed & verified the delivery & placing of 9 yards 3500psi grout. Supplied by Hanson, mix design 3511501, placed by pump & consolidated with mechanical vibration for 2 lift 8" CMU stainvell & elevator enclosure walls, 19 & C lines, 1 level. AREA, GRID LINES, PIECES INSPECTED: Obsen/ed the continued placing of 3™ lift 8" CMU for stainwell & elevator enclosure walls (g 19 & C lines. Type S mortar was used for placing. 3" lift grout to follow. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS ta WAS NOT • Inspected in accordance wtth the requirements of the DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A El Performed in accordance wrth DSA/OSPHD Project approved documents. THE WORK INSPECTED MET El DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: Weather: sunny warm Temp: 78* cc Projecf Archrtect Structural Engineer DSA Regional Office School District Contractor Building Department Owner B of Special Inspector Matthew Jackson vnm IName Certification #:5269061 X4 49 92 86 Verified by:. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperlal County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 B01 PemiiHi«l-in227 DAILY INSPECTION REPORT DSA/CITY File* DS/VOSHPD Appl.! DSA/LEA* Report* 34 Pagel ofi Special Inspection Reports must be distributed to the parties listed below wfthin 14 days of the inspection. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hitton Ocean Front Resort / Pari<ing Structure ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacrtic Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / pari<ing structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE El MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y b N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D. SPECS: YDND APPROVED SHOP DRAWING Y D N D AVAILABLE APPROVED PLANS Y Kl N D DS/VOSHPD PROJECT APPROVED DOCUMENTS MATERIALS USED BY CONTRACTOR (INCLUW RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" CMU, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 4 masons, 5 tenders AREA, GRID LINES, PIECES INSPECTED: Obsen/ed the continued placing of 8" 2"° lift constmction on C line btwn 16 & 18; 2"° lift 8" CMU placing @ the stainvell & elevator enclosure walls C & 19 line. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.1; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: The wori< observed was in general compliance with the approved plans & specifications Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS ^ WAS NOT • THE WORK INSPECTED MET M DID NOT MEET • Inspected in accordance with the requirements of the DS/VOSPHD The requirements of the DS/VOSPHD Project approved documents. Project approved documents. Samples taken: no Weather: sunny . ,- Temp: 74* MATERIAL SAMPLING WAS • WAS NOT • N/A M Performed in accordance wrth DS/VOSPHD Project approved documents. cc Project Archrtect Contractor Structural Engineer Building Department DSA Regional Office Owner School District Certificatioi Verified by: Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 GolfCenler Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 B01 Pemiit # CB110227 DAILY INSPECTION REPORT DSA/CITY File * DSA/OSHPD Appl. #, DS/VLEA* Report # 32 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspection. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Pari<ing Structure Date: July 11, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE Kl MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT YDND FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" CMU; type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 5 masons, 5 tenders AREA, GRID LINES, PIECES INSPECTED: Observed the continued placing of 1" lift 8" CMU spandrel / crash walls on 19 line btwn A.3 & 8; A.3 line fro 18 to 19; and 18 line btwn A & A.3. Begin placing of A615 grade 60 reinforcing for elevated post tension deck & beam constmction of pour area # 1, from 1 line to 9.5 btwn A&C lines 2"° level STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; 41 PS5.2; 8/ PS 3.2; beam schedule PS-4.1 REMARKS, INCLUDING MEETINGS: All perimeterl" lift CMU spandrel / crash walls, stair 9, & south elevator enclosure are ready for 1^' lift grout. Reinforced concrete, post tension concrete, & reinforced masonry construction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS Kl WAS NOT • Inspected in accordance wtth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A Kl Performed in accordance with DS/VOSPHD Project approved documents. THE WORK INSPECTED MET S DID NOT MEET • The requirements of the DS/VOSPHD Project approved doci^ments. Samples taken: Weather: Overcast Temp: 72* cc Project Archttect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Signature of Special Inspector Matthew Jackson Certification #;426fm^ Verified by: ii Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperlal County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT DS/VCITY File*. MTGL PROJECT*: 90^7 Bq^ Pemilnpifr^^^ Report#33 Pagelofi Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspection. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. DS/VOSHPD Appl. #. DS/VLEA* PROJECT : WIton Ocean Front Resort / Paricing Structure Date: July 12, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carisbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE Kl MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT YONG D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D. D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y Kl N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" & 12" CMU, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 4 masons, 5 tenders Continued placing of 8" & 12" CMU for 2"** lift construction of elevator & stainwell enclosure * 9, C & 19 line on the 1^ level. AREA, GRID LINES, PIECES INSPECTED: Observed & verified the delivery & placing of 18 yards, 3500psi grout. Supplied by Hanson, mix design 3511501, placed by pump & consolidated wl mechanical vibration for 1^' lift 8" CMU crash walls / spandrels on A line btwn 16 & 18 line; 18 line from A to A.3; A.S line btwn 18 & 19; 19 line btwn A.S & B.8; Ist lift 12" CMU elevator enclosure / stairwell * 9, C & 19 line; 12" CMU on C line from 16 to 18. 2 lift const, is on going. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.1; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Continued placing of reinforcing steel for deck beam constmction in elevated deck pour area #1, btwn A&C lines from 1 to 6.5 line. Sample & testing of fresh concrete, 1 set of (4) grout samples, 1 set of (4) type S mortar cast for compressive strength testing REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS ISI WAS NOT • Inspected in accordance wtth the requirements ofthe DSA/OSPHD Project approved documents, MATERIAL SAMPLING WAS S WAS NOT • N/A • Performed in accordance wtth DS/VOSPHD Project approved documents. cc Project Archrtect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET S DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: Iset of 4 grout, 1 set of 4 mortar Weather; sunny warm Temp: 76* Certification Verified by: Corporale: 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Squaie, Suite C, San Diego, CA 92121 Tel: (858) 537-.3999 Fax; (858) 537-3990 Branch; 14467 Mendian Parkway Bldg 2A, Riverside. CA 92518 Tel; (951)653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway # I, Indio, CA 92201 TcI; (760) 342-4677 Fax; (760) .342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/12/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A0I IpLTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00824 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 6/21/2011 4X8 12.57 44,020 3,500 Cone 28 7/12/2011 4X8 12.57 61,560 4,900 Cone 28 7/12/2011 4X8 12.57 64,300 5,120 Cone 28 7/12/2011 4X8 12.57 63.280 5,040 Cone 28 H 7/12/2011 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: GRADE BEAM FOOTING - GRID LINE C / 12 Concrete Supplier: HANSON AGGREGATE Mix No.: 4033504 Ticket No.: 407804 Water added at Site: gal. By Cement Type: II/V Mix Time: 69 min. ASTMC172 Date Sampled: 6/14/2011 Date Received: 6/15/2011 Concrete Temp: 80 Ambient Temp: 67 "F ASTM C1064 "F ASTM C1064 Slump: 4 50 in. ASTM C143 Tested at: San Diego Remarks: PERMIT^Bl 10227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. 5020 PSI 28-day compression te.sl complies with the specified strength. Corporale; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Feiris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Td; (95 I) 653-4999 Fax; (951) 653-4666 Branch; 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel; (760) .342-4677 Fax; (760) .342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/15/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00839 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 6/23/2011 4X8 12.57 50,430 4,010 Cone 28 7/14/2011 4X8 12.57 72,010 5,730 Shear 28 7/14/2011 4X8 12.57 71,690 5,700 Cone 28 7/14/2011 4X8 12.57 74.860 5,960 Shear 28 H 7/14/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL I - COLUMN, GRID LINE C / 12 Concrete Supplier: HANSON AGGREGATE Mix No.: 5011500 Ticket No.: 408340 Water added at Site: gal. By Cement Type: Mix Time: 80 min. ASTM C172 Date Sampled: 6/16/2011 Date Received: 6/17/201: Concrete Temp: 82 Ambient Temp: 69 "F ASTM C1064 "F ASTM C1064 Slump: 5 50 in. ASTM CI43 Tested at: San Diego Remarks: PERMIf4#CBl 10227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5800 PSl 28-day compression lest complies with the specified strength. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951,653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Permit 110227 DAILY INSPECTION REPORT DSA/CITY File* DSA/OSHPD AppL*. DSA/LEA * Report # 28 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Paridng Structure Date: July 5, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking strucfure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE Kl MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOILREPORTYDND D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D. D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 reinforcing steel 8" & 12" CMU, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry woriced 3 masons, 2 tenders; grout placed in 1" lift 8" CMU elevator control room on 1 line (g 5; 2"'' lift placed. AREA, GRID LINES, PIECES INSPECTED: I'" lift 12" CMU stratred (g C & 19 lines for 1'" level stainwell landing & elevator prt on C line btwn 18 & 19; 19 line B8 to C; including return wall on 18 line btwn B9 & C. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, posttension concrete, & reinforced masonry constmction are on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS Kl WAS NOT • Inspected in accordance wtth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A Kl Performed in accordance wtth DS/VOSPHD Project approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET • DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: no Weather: sunny humid Temp: 75* ^SjQirtswre of Special Inspector Matthew Jackson Verified by: cm Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858,537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch; 800.491.2990 MTGL PROJECT*: 9087 BOI Pemiit # HiliiZ^: DAILY INSPECTION REPORT Report#29 Pagelofi DS/VCITY File* DS/VOSHPD Appl. #. DSA/LEA* Special Inspection Reports must be distributed to the parties listed below wtthin 14 days of the inspection. Reports of non-compliant condttions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hitton Ocean Front Resort / Paricing Structure Date: Julys, 2011 ARCHITECT JWDA Architectas TIME ARRIVED TIME DEPARTED ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCHTIME CONTRACTOR Soltec Pacrtic SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / paricing structure D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL S MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOFVDOWEL D NDE FIELD D NDESHOP D CEILING WIRE D. D. D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y D N D SOIL REPORT Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" & 12" CMU, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz masonry, 5 masons, 3 tenders, AREA, GRID LINES, PIECES INSPECTED: Continued placing of 1"' lift 12" CMU for elevator & stainwell enclosure walls on C line btwn 18 & 19; 19 line btwn B8 & C; including return on 18 line btwn B9 & C. Type S spec mix mortar used for placing. STRUCTURAL NOTES, DETAIL OR RFIS USED; REMARKS, INCLUDING MEETINGS: Reinforced concrete, post tension concrete, & reinforced masonry constmction are on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS K WAS NOT • Inspected in accordance wrth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A K Performed in accordance wrth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET Kl DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: no Weather: sunny Temp: 72* Project Archrtect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Sigilatufe of Special Inspector ackson Matth Pnnt Name Certification #:ICC 5269061 X4 49 92 86 Verified by:. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Pemiit #iefilifl222 ^ DAILY INSPECTION REPORT DSA/CITY File* DSA/OSHPD AppL*. DS/VLEA* Report # 30. Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspection. Reports of non-compliant condrtions must be distributed Immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by fhe special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: July 7, 2011 ARCHITECT JWDA Archrtectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE H MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y a N D SOIL REPORT Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Hanson 2511501, 2500psi 3/8" hard rock grout; 8" & 12" CMU, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry, 5 masons, 3 tenders AREA, GRID LINES, PIECES INSPECTED: Continued placing of 8" & 12" CMU for elevator & stainfl/ell enclosure walls on C line btwn 18 & 19; 19 line btwn B8 & C; including return on 18 line btwn B9 & C. Type S spec mix mortar used for placing. Continued placing of 1*' lift 8" CMU on C line btwn 10.5 & 13 lines. 1*' lift constmction on the 1" level is on going. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: 2500psi grout placed in 2™ lift 8" CMU elevator enclosure on 1 line @ B line. Consolidated wrth mechanical vibration. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS K WAS NOT • Inspected in accordance wrth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A K Performed in accordance wrth DS/VOSPHD Project approved documents. THE WORK INSPECTED MET 12 DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: Weather: sunny warm Temp: 77* cc Project Archrtect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Special Inspector MattKew Jackson Knnt Name Certification #:5269061 X4 49 92 86 Verified by:. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkw/y., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Pemirt »<^110227 " DAILY INSPECTION REPORT Report # 31 Page 1 of 1 DSA/CITY File # DSA/OSHPD Appl. #. DS/VLEA * Special Inspection Reports must be distributed to the parties listed below wrthin 14 days ofthe inspectbn. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: July 8,2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE la MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y D N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D. SPECS: Y D N D APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y Kl N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" & 12" CMU, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 5 masons, 5 tenders AREA, GRID LINES, PIECES INSPECTED: Obsen/ed the continued placing of 1" lift 12" CMU along C line btwn 13 & 18 lines; 1 lift 8" CMU placed on 19 line btwn B & B.8. Type S spec mix used for placing. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.1; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASH WAS NOT • Inspected in accordance wtth the requirements of the DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A K Performed in accordance with DS/VOSPHD Project approved documents. THE WORK INSPECTED MET H DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: Weather: sunny warm Temp: 78* cc Project Archrtect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Sjgn^tttre of Special Inspector Matthew Jackson pnnt Name Certification #:5269061 X4 49 92 86 Verified by:_ Corporale. 2992 H l.a Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714)632-2999 Fax; (714)632-2974 Branch: 6295 Ferns Square, Suite C, San Diego, CA 92121 I cl: (858) 537-3999 Fax; (858) 537-3990 Branch 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Iel: (951)653-4999 Fax: (951)653-4666 Branch; 44917 Ciolf Center Parkway #1, Indio, CA 92201 Tel (760)342-4677 Fax:(760) 342-4.525 Report of: CGMPRHSSIVP: STRENG Tl 1-CONCRETF ASTM C39 Date Printed: 7/13/2011 JOHN ROBBINS SOI I LK PACIFIC 2424 CONGRESS STREFX SDITH A SAN DIEGO, CA 92110 File No.: Permit No.: SliE REMARKS Project No.: 9087A0I Project Name: HILTON CARLSBAD OCEANFRON 1 RliSORT & SP CARLSBAD. CA Client: WAVECREST RESORTS 1.1. Set No.: 11-00807 Age Date Nominal ,\ctual Area Load Strength Type of (Days) Tested Size (Sq.Inch) (Ibs.) (psi) Fracture 7 6/16/2011 4X8 12.57 40.970 3.260 Shear 28 7/7/2011 4X8 12.57 59.040 4.700 Cone 28 7/7/2011 4X8 12.57 60.410 4.810 Cone 28 7/7/2011 4X8 12.57 58,140 4,630 Cone 56 8/4/2011 4X8 12.57 Specified Strength: 5.000 PSI Sampled By MAT 11 lEW JACKSON Location: LEVEL 1 - COLUMN, GRID LINE A / 5 Concrete Supplier: 1 lANSON AGGRliGA l i; .Mix No.: 5011500 Ticket No.: 407063 Water added at Site: 10.00 gal. By PUMPI R Cement Type: II/V Mix Time: 45 min. ASTMCI72 Date Sampled: 6/9/2011 Date Received: 6/10/2011 Concrete Temp: 78 Ambient Temp: 65 °F ASTM C1064 °F ASTM (1064 Slump: 5.50 in. ASTM C143 T ested at: San Diego Remarks: SUPERIN I LNDENT NOJ II IFD Ol- LOW 28 DAY BRFAK. HOLD SAMPLI- WILL Bi; BROKFN AT 56 DAYS. PI;RMIT #CBI 10227 Distribution: WAVIXRESI Ri;S0R1 S LLL S0L1 LK PACIFIC CITY OF CARLSBAD-BLDG INSPECHON DEFI JOSliPIl WONG DESIGN ASSOCIATES "LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C'.E. 4710 PSI 28-day eompression test docs not comply vvith the specified sirength. Corporate; 2992 K. La Palma Avenue. Suite A. Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Squaie, Suile C, 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 Branch; 44917 Golf Center Parkway#l, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 10/21/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A0I Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01399 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 10/20/2011 3X3X6 9.00 12,200 1.360 N/A 28 11/10/2011 3X3X6 9.00 28 11/10/2011 3X3X6 9.00 28 11/10/2011 3X3X6 9.00 Specified Strength: 2,000 PSI Sampled By: MATTHEW JACKSON Location: CMU WALL - ELEVATION ELEVATOR ENCLOSURE #8 ASTMC172 Date Sampled: 10/13/2011 Date Received: Concrete Supplier: Mix No.: 2511501 Ticket No.: 424289 Water added at Site: Cement Type: II/V HANSON AGGREGATE 10.00 gaL By CONTRACTOR Mix Time: 94 Concrete Temp: 71 Ambient Temp: 67 "F ASTM C1064 "F ASTM C1064 Slump: 7.00 in. ASTM C143 Tested at: San Diego Remarks: PERMI||#GB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporale; 2992 F. La Palma Avenue. Suite A, Anaheim. CA 92806 Tel; (714)632-2999 Fax: (714)632-2974 Branch; 6295 Ferris Square, Suile C. 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 Branch; 44917 Golf Center Parkway #1. Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) .342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 10/21/2011 CITY OFCARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD. CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01386 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 10/17/2011 3 X 3 X 6 9.00 15,650 1,740 N/A 28 11/7/2011 3X3X6 9.00 28 11/7/2011 3X3X6 9.00 28 11/7/2011 3X3X6 9.00 Specified Strength: 2,500 PSI Sampled By: MATTHEW JACKSON Location: CMU WALL I Concrete Supplier: HANSON AGGREGATE Mix No.: 251 1501 Ticket No.: 423769 Water added at Site: 15.00 gaL By CONTRACTOR Cement Type: ll/V Mix Time: 105 min. ASTMC172 Date Sampled: 10/10/2011 Date Received: 10/12/2011 Concrete Temp: 68 Ambient Temp: 60 "F ASTM C1064 "F ASTM C1064 Slump: 6.50 in. ASTM C143 Tested at: San Diego Remarks: 16"CMU. PERMIT #CB1 10227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporale; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch: 6295 Ferris Square, Suilc C. 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 Branch; 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 10/21/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT, 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD. CA Client: WAVECREST RESORTS LLL Set No.: 11-01404 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 10/21/2011 4X8 12.57 46,350 3,690 Cone 28 11/11/2011 4X8 12.57 28 11/11/2011 4X8 12.57 28 11/11/2011 4X8 12.57 28 H 11/11/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Locafion: LEVEE 3 - UP TURNED BEAM, GRID LINE 1 / B ASTMC172 Date Sampled: 10/14/2011 Date Received: 10/17/2011 Concrete Supplier: Mix No.: 501 1500 Ticket No.: 424470 Water added at Site: Cement Type: II/V HANSON AGGREGATE 15.00 gal. By Mix Time: 96 Concrete Temp: 77 Ambient Temp: 70 "F ASTM C1064 "F ASTM C1064 Slump: 6.00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 1 10227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporale; 2992 E. La Palma Avenue, Suile A, Anaheim. CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square. Suile C, San Diego. CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA925I8 Tel; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax; (760) .342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 10/14/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A0I Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01359 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 10/12/2011 3X3X6 9.00 18.850 2,090 N/A 28 11/2/2011 3 X 3 X 6 9.00 28 11/2/2011 3X3X6 9.00 28 11/2/2011 3X3X6 9.00 Specified Strength: 2,500 PSI Sampled By: MATTHEW JACKSON Locafion: LEVEL 1 - PERIMETER CMU WALL, GRID LINE C / 17 ASTMC172 Date Sampled: 10/5/2011 Date Received: 10/7/201: Concrete Supplier: Mix No.: 2511501 Ticket No.: 42.3412 Water added at Site: Cement Type: II/V HANSON AGGREGATE gal. By Mix Time: 84 Concrete Temp: 76 Ambient Temp: 63 "F ASTM C1064 "F ASTM C1064 Slump: 7.50 in. ASTM C143 Tested at: San Diego Remarks: 3RI) LIFT. PERMIT #CB I 10227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporale; 2992 F. La Palma Avenue. Suile A, Anaheim. CA 92806 Tel; (714)632-2999 Fax: (714)632-2974 Branch: 6295 Ferris Square, Suite C, San Dicgo, CA9212I 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 Branch; 44917 Golf Cenler Parkway #1, Indio. CA 92201 Td; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT A.STM C1019 Date Printed: 10/14/2011 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A0I Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD. CA Client: WAVECREST RESORTS LLL Set No.: 11-01273 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/22/2011 3 X 3 X 6 9.00 18,500 2,060 N/A 28 10/13/2011 3X3X6 9.00 26,100 2,900 N/A 28 10/13/2011 3X3X6 9.00 25,350 2,820 N/A 28 10/13/2011 3 X 3 X 6 9.00 25,930 2,880 N/A Specified Strength: 2,000 PSI Sampled By: MATTHEW JACKSON Locafion: CMU WALL - ELEVATOR ENCLOSURE #9 Concrete Supplier: HANSON AGGREGATE Mix No.: 2511501 Ticket No.: 420843 Water added at Site: gal. By Cement Type: II/V Mix Time: 86 min. ASTM C172 Date Sampled: 9/15/201 1 Date Received: 9/16/2011 Concrete Temp: 78 Ambient Temp: 62 "F ASTM C1064 "F ASTM C1064 Slump: 7.00 in. ASTM C143 Tested at: San Diego Remarks: TOP OF WALL. PERMIT #CB I 10227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 2870 PSI 28-day compression (est complies with the specified strength. UMk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy.. Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI PermittM»^0227 DAILY INSPECTION REPORT DS/VCITY File # DSA/OSHPD Appl. #. DS/VLEA # Report #85 Pagel ofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately- Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shalt be completed and signed by the special inspector conducting the inspection. Date: Oct. 7, 2011 PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL BATCH PUVNT D PT CONCRETE D SHOTCRETE la CONCRETE MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D. D. D. DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y H N D SOIL REPORT Y • N D SPECS: Y D N D APPROVED SHOP DRAWING Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" nonnal weight concrete masonry units, type S spec mix mortar; Hanson 5000psi, mix design 5011500, 3/8" hard rock, 8.6 sk CONTRACTORS EQUIPMENT/MANPOWER USED; Schwartz Masonry; 2 masons, 2 tenders, continued placing of final courses for TOW elevation, exterior enclosure walls on 1 & C lines (g stainwell & elevator # 8. Type S spec mix mortar used for placing AREA, GRID LINES, PIECES INSPECTED: Observed & verified the delivery & placing of 40 yards 5000psi concrete for 3™ level up tumed PT beam on 7 line btwn B & C; up tumed beams A line 7 to 8, 9 to 10; C line 4 to 5, 6 to 7; stub columns, B line 8, 9, & 10; C line (g 2 & 3; A & 4. 2nd level crash walls, 1 line A.4 to B 5; A line 11 to 12; C line 11 to 12, 13 to 14, 15 to 16; Supplied by Hanson, placed by small rock grout pump, & consolidated w/ mechanical vibratio STRUCTURAL NOTES, DETAIL OR RFIS USED: Sampled & tested; 1 set of (6) 4" x 8" cylinders were cast for compressive strength testing. REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete construction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS EI WAS NOT • ' — —= Inspected in accordance wrth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS K WAS NOT • N/A • Performed in accordance wtth DS/VOSPHD Project approved documents. Project Archttect Structural Engineer DSA Regional Office School District Contractor Building Department Owner PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET 13 DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: 1 set of (6) 4" X 8" cylinders Weather: sunny nice Temp: 78* tfSigr^ture of Special Inspector Matthew Jackson Verified by Corporate San Diego/lmperlal County 2992 E La Palma Ave. Ste. A 6295 Fems Square Ste. C Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Permit * CB110227 DAILY INSPECTION REPORT DSA/CITY File # Report # 84 Page 1 of 1 DSA/OSHPD Appl. #. DS/VLEA # Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be disfributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspectkin. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: OcL 6, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carisbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL BATCH PLANT D PT CONCRETE D SHOTCRETE E] CONCRETE MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y b N D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D. D. D. SPECS; YDND APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y El N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" nornal weight concrete masonry units, type S spec mix mortar. CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 2 tenders; Observe the confinued placing of 8" CMU for staitwell & elevator * 8 enclosure walls, 5* lift constmction of interior elevator walls, 6"' lift to TOW elevafion on exterior walls 1 & C lines, 3'° level. AREA, GRID LINES, PIECES INSPECTED: Inspection of reinforcing steel placed for up turned beams & crash walls @ the following locations: 2"" level crash walls, 1 line A.4 to B.5; Aline 11 to 12; C line 11 to 12, 13 to 14, 15 to 16; 3™ level up turned beams A line 7 to 8, 9 to 10; C line 4 to 5, 6 to 7; PT beam on 7 line btwn B&C. stub columns 3'" lev B line 8, 9, & 10; C line (g 2 & 3; A & 4. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.1 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmcfion is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS IS WAS NOT • Inspected in accordance wtth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A IEI Performed in accordance wrth DS/V/OSPHD Project approved documents. cc Project Archrtect Structural Engineer DSA Regional Office School District Contractor Building Department Owner PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET K DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: Weather: sunny nice Temp: 72* Certification #.5', Verified by: Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San DIego/lmperial County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Permit # CB110227 . DAILY INSPECTION REPORT DSA/CITY File * DS/VOSHPD Appl. *. DS/VLEA # Report # 83 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: Oct. 5, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y • N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D. D. SPECS: Y D N D APPROVED SHOP DRAWING Y D N D AVAILABLE APPROVED PLANS Y H N D DS/VOSHPD PROJECT APPROVED DOCUMENTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Hanson, 2500psi, 3/8" hard rock grout. Mix design 2511501 CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 3 masons, 2 tenders small rock concrete pump AREA, GRID LINES, PIECES INSPECTED: Observed & verified the delivery & placing of 9 yards 2500psi grout @ the following locations: 1" level perimeter wall on C line 3'" lift, btwn 16 & 18 TOW; Stainwell & elevator * 8 enclosure walls, 6'" lift exterior walls on 1 & C lines, 4'" lift @ interior walls. Supplied by Hanson, mix design 2511501, placed by pump & consolidated with mechanical vibration. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.1; PS 3.2; PS 5.2 Sampled & tested; 1 set of (4) 3" x 6" grout papers cast for compressive strength testing REMARKS, INCLUDING MEETINGS: Pacific Stmctures; Obsen/ed the epoxy placing of (5) #4 reinforcing steel vertical dowels for partial crash wall constmcfion on C line btwn 16 & 17, 2"" level. Simpson Set 22, epoxy based anchoring adhesive. 833A468A exp. 9 / 30 / 12. ICC ESR 2508 Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS S WAS NOT • Inspected in accordance wtth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS El WAS NOT • N/A • Performed in accordance wrth DSA/OSPHD Project approved documents. cc Project Archrtect Contractor Stmctural Engineer Building Department DSA Regional Office Owner School District PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET K DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: 1 set of (4) grout Weather: cloudy / rainy Temp: 63* '^y^^^grfalute of Special Inspector Matthew Certification #: Verified by \JSEk Corporate San Diego/lmperiai County 2992 E La Palma Ave. Ste. A 6295 Fems Square Ste. C Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Pennrt * CB110227 DAILY INSPECTION REPORT DS/VCITY File # DSA/OSHPD Appl.*. DS/VLEA # Report #82 Pagelofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspectbn. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: OcL 4, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCHTIME CONTRACTOR Sottec Pacrtic SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carisbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE K MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y D N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D. D. D. I CEILING WIRE SPECS: Y D N D APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" concrete masonry units, type S mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 2 tenders AREA, GRID LINES, PIECES INSPECTED: Inspect 8" CMU constmction for stairwell & elevator # 8, enclosure walls prior to the placing of grout. Placed with type S spec mix mortar, A615 grade 60 reinforcing steel placed per plan. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.1; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS S WAS NOT • ~ Inspected in accordance wtth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A Kl Performed in accordance wtth DS/VOSPHD Project approved documents. Project Archttect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET H DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: Weather: cloudy / rain Temp: 65* Verified by •j^L»-6 Pr-Ee^^ Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suile C, San Diego. CA 92121 Tel: (858) 537-3999 Fax; (858) 537-3990 Branch: 14467 Meridian Parkway Bldg2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway # I, Indio, CA 92201 TcI; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 10/10/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT, 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Perinit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01367 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 3 10/10/2011 4X8 12.57 38,430 3,060 Cone 28 11/4/2011 4X8 12.57 28 11/4/2011 4X8 12.57 28 11/4/2011 4X8 12.57 28 H 11/4/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON ASTM C172 Date Sampled: 10/7/2011 Date Received: 10/10/201 Locafion: LEVEL 3 - UP TURNED POST TENSION BEAM, GRID LINE B - C / 7 Concrete Supplier: HANSON AGGREGATE Mix No.: 5011500 Ticket No.: 423568 Water added at Site: 20.00 gal. By PACIFIC STRUCTURE Cement Type: II/V Mix Time: 90 min. Concrete Temp: 72 Ambient Temp: 60 "F ASTM C1064 °F ASTM C1064 Slump: 6.50 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax: (714) 632-2974 Branch; 6295 Ferris Square, Suite C. 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 Branch; 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM CI019 Date Printed: 10/10/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD. CA Client: WAVECREST RESORTS LLL A Set No.: 11-01229 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/19/2011 3X3X6 9.00 18,450 2,050 N/A 28 10/10/2011 3X3X6 9.00 20,500 2,280 N/A 28 10/10/2011 3X3X6 9.00 24,050 2,670 N/A 28 H 10/10/2011 3X3X6 9.00 Specified Strength: 2,000 PSI Sampled By: MATTHEW JACKSON Locafion: 8" CMU WALL - STAIR & ELEVATOR ENCLOSURE #9 Concrete Supplier: HANSON AGGREGATE Mix No.: 2511501 Ticket No.: 420404 Water added at Site: gal. By Cement Type: II/V Mix Time: 72 min. ASTMC172 Date Sampled: 9/12/2011 Date Received: 9/14/2011 Concrete Temp: 76 Ambient Temp: 66 "F ASTM C1064 "F ASTM C1064 Slump: 7.00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 2480 PSI 28-day compression test complies with the specified strength. Corporale; 2992 H. La Palma Avenue, Suile A. Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Dicgo. CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 925IX Tel; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 9/22/201 I CITY OFCARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087AOI Project Name: H l|TON C/iJiLSBAD OCEANFRONT RESQRT & S P CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01273 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/22/2011 3X3X6 9.00 18,500 2,060 N/A 28 10/1.3/201 1 3X3X6 9.00 28 10/1.3/2011 3X3X6 9.00 28 10/1.3/2011 3 X 3 X 6 9.00 Specified Strength: 2,()()() PSI Sampled By: MATTHEW JACKSON Location: CMU WALL - ELEVATOR ENCLOSURE #9 ASTMC172 Date Sampled: 9/15/2011 Date Received: 9/16/201 Concrete Supplier: Mix No.: 251 1501 Ticket No.: 420843 Water added at Site: Cement Type: ll/V HANSON AGGREGATE gal. By Mix Time: 86 Concrete Temp: 78 Ambient Temp: 62 "F ASTM C1064 "F ASTM C1064 Slump: 7.00 in. ASTM C143 Tested at: San Diego Remarks: TOP OE WALL. Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporale; 2992 H. La Palma Avenue. Suite A. Anaheim. CA 92806 Tel; (714)632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A. Riverside, CA 925IX Tel; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway #1. Indio, CA 92201 Tel; (760) ,342-4677 Fax; (760) .342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 9/21/2011 CITY OFCARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01148 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 8/30/2011 3X3X6 9.00 22,900 2,540 N/A 28 9/20/2011 3X3X6 9.00 26,500 2,940 N/A 28 9/20/2011 3X3X6 9.00 25,950 2,880 N/A 28 9/20/2011 3 X 3 X 6 9.00 26.300 2,920 N/A Specified Strength: 2,000 PSI Sampled By: MATTHEW JACKSON Locafion: CMU WALL - GRID LINE 1 / B.S ASTM C172 Date Sampled: 8/23/2011 Date Received: 8/25/2011 Concrete Supplier: Mix No.: 401 1501 Ticket No.: 418148 Water added at Site: Cement Type: ll/V HANSON AGGREGATE Concrete Temp: 77 Ambient Temp: 69 "F ASTM C1064 "F ASTM C1064 gal. By Mix Time: 85 Slump: 6.25 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 2910 PSI 28-day compression tesl complies with the specified strength. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92X06 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Dicgo, CA 92121 Tel; (858) 537-3999 Fax; (X58) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 9251X Tel; (951) 653-4999 Fax; (951) 653-4666 Branch: 44917 GolfCenler Parkway #1, Indio, CA 92201 TcI: (760) 342-4677 Fax; (760) .342-4525 Report of: COMPRESSIVE .STRENGTH-GROUT ASTM C1019 Date Printed: 9/19/2011 CITY OFCARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 908 7 AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA CHent: WAVECREST RESORTS LLL Set No.: 11-01229 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/19/2011 3X3X6 9.00 18,450 2.050 N/A 28 10/10/2011 3X3X6 9.00 28 10/10/2011 3X3X6 9.00 28 10/10/2011 3X3X6 9.00 Specified Strength: 2,000 PSI Sampled By: MATTHEW JACKSON Locafion: 8" CMU WALL - STAIR & ELEVATOR ENCLOSURE #9 ASTMC172 Date Sampled: 9/12/201 I Date Received: 9/14/201 Concrete Supplier: Mix No.: 251 1501 Ticket No.: 420404 Water added at Site: Cement Type: ll/V HANSON AGGREGATE gal. By Mix Time: 72 Concrete Temp: 76 Ambient Temp: 66 "F ASTM C1064 "F ASTM C1064 Slump: 7.00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714)632-2999 Fax: (714)632-2974 Branch; 6295 Ferris Square, Suite C, 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 Branch; 44917 GolfCenler Parkway #1. Indio. CA 92201 Tel; (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 9/19/2011 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP C/U^LSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01141 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 8/25/2011 3X3X6 9.00 21,690 2,410 N/A 28 9/15/2011 3X3X6 9.00 31,250 3,470 N/A 28 9/1,5/2011 3X3X6 9.00 30.300 3,370 N/A 28 9/15/2011 3X3X6 9.00 29.000 3,220 N/A Specified Strength: 2,000 PSI Sampled By: MATTHEW JACKSON Locafion: CMU WALL Concrete Supplier: HANSON AGGREGATE Mix No.: 401 1501 Ticket No.: Water added at Site: gal. By Cement Type: Mix Time: 63 min. ASTMC172 Date Sampled: 8/18/2011 Date Received: 8/19/2011 Concrete Temp: 80 Ambient Temp: 66 "F ASTM Cl()64 "F ASTM Cl()64 Slump: 6.50 in. ASTM C143 Tested at: San Uiego Remarks: PERMIT #CB 110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 3350 PSI 28-day compression test complies with lhe specified strength. Corporale; 2992 E. La Palma Avenue. Suile A. Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suile C, San Diego. CA 92121 Tel; (858) 537-3999 Fax: (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 TcI; (951) 653-4999 Fax: (951) 653-4666 Branch; 44917 Golf Cenler Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 9/19/2011 CITY OFCARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01138 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 3 8/22/2011 4X8 12.57 44,090 3,510 Cone 28 9/16/2011 4X8 12.57 73,060 5,810 Cone 28 9/16/2011 4X8 12.57 67,010 5,330 Cone 28 9/16/2011 4X8 12.57 73,660 5,860 Cone 28 H 9/16/2011 4X8 12.57 28 H 9/16/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Locafion: LEVEL 2 - DECK, GRID LINE A.5 / 17 ASTMC172 Date Sampled: 8/19/2011 Date Received: 8/22/2011 Concrete Supplier: Mix No.: 5033504 Ticket No.: Water added at Site: Cement Type: II/V HANSON AGGREGATE gal. By Mix Time: 58 Concrete Temp: 85 Ambient Temp: 74 "F ASTM Cl()64 "F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 1 10227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5670 PSI 28-day compression tesl 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; 6295 Ferris Square, Suite C, 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 Branch; 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 9/19/201 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01137 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 3 8/22/2011 4X8 12.57 38,740 3,080 Cone 28 9/16/2011 4X8 12.57 68,830 5,480 Cone 28 9/16/2011 4X8 12.57 64,970 5,170 Cone 28 9/16/2011 4X8 12.57 65,030 5,170 Cone 28 H 9/16/2011 4X8 12.57 28 H 9/16/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Locafion: LEVEL 2 - DECK, GRID LINE 18 / B ASTMC172 Date Sampled: 8/19/2011 Date Received: 8/22/2011 Concrete Supplier: Mix No.: 5033504 Ticket No.: 417832 Water added at Site: Cement Type: II/V HANSON AGGREGATE 10.00 gal. By PUMPER Mix Time: 62 Concrete Temp: 86 Ambient Temp: 72 "F ASTM C1064 "F ASTM C1064 Slump: 6.00 in. ASTM Cl43 Tested at: San Diego Remarks: PERMIT #CB110227 Distribution: WAVECREST RESORTS ELL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5270 PSl 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; 6295 Ferris Square, Suile C, 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 Branch; 44917 Golf Cenler Parkway #1, Indio. CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 9/19/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Perniit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01136 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 3 8/22/2011 4X8 12.57 38,170 3,040 Cone 28 9/16/2011 4X8 12.57 63,110 5,020 Cone 28 9/16/2011 4X8 12.57 65,910 5,240 Cone 28 9/16/2011 4X8 12.57 63,790 5,080 Cone 28 H 9/16/2011 4X8 12.57 28 H 9/16/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Locafion: LEVEL 2 - DECK, GRID LINE 16 / C Concrete Supplier: HANSON AGGREGATE Mix No.: 5033504 Ticket No.: 417822 Water added at Site: gal. By Cement Type: II/V Mix Time: 45 min. ASTMC172 Date Sampled: 8/19/2011 Date Received: 8/22/201 Concrete Temp: 85 Ambient Temp: 70 "F ASTM C1064 "F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5110 PSI 28-day compression test complies with the specified strength. Corporale; 2992 E. La Palma Avenue, Suilc A, Anaheim, CA 92X06 Tel: (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square. Suile C, San Diego, CA 92121 Tel; (X5X) 537-3999 Fax; (X58) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 9251X Tel; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Cenler Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 9/19/2011 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01135 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 3 8/22/2011 4X8 12.57 38,530 3,070 Cone 28 9/16/2011 4X8 12.57 64,090 5,100 Cone 28 9/16/2011 4X8 12.57 69,030 5,490 Cone 28 9/16/2011 4X8 12.57 63,740 5,070 Cone 28 H 9/16/2011 4X8 12.57 28 H 9/16/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Locafion: LEVEL 2 - DECK, GRID LINE 11 / B.5 ASTM C172 Date Sampled: 8/19/2011 Date Received: 8/22/2011 Concrete Supplier: Mix No.: 5033504 Ticket No.: 417758 Water added at Site: Cement Type: II/V HANSON AGGREGATE 10.00 gal. By PUMPER Mix Time: 105 Concrete Temp: 78 Ambient Temp: 65 "F ASTM C1064 "F ASTM C1064 Slump: 6.00 in. ASTM C143 Tested at: San Dieao Remarks: PERMIT #CB110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5220 PSI 28-day eompression test complies with Ihe specified strength. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714,632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI P»miit#CeiLa22Z DAILY INSPECTION REPORT DSA/CITY File* DSA/OSHPD Appl. #. DS/VLEA * Report #12 Pagel ofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspectbn. ^ PROJECT HAME: Hiton Ocean Front Resort / Parking Structure Date: Sept 15, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / paricing structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE H MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D • SOIL REPORT Y • N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y El N D APPROVED SHOP DRAWING Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel Hanson 2500psi grout, mix design 2511501, 3/8" hard njck. CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 2 tenders Obsen/ed the continued placing of 8" CMU to begin 6th lift constmction of the exterior stainwell & elevator # 8, enclosure walls 1 & C lines. AREA, GRID LINES, PIECES INSPECTED: Obsen/ed & verified the delivery & placing of 6.5 yards 2500psi grout for final lift, top of wall elevation (g stair & elevator enclosure * 9; & 5 lift exterior enclosure walls @ stainwell & elevator # 8. placed by pump & consolidated wrth mechanical vibration. Sampled & tested; 1 set of (4) 3"x 6" grout samples cast for compressive strength testing STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.1; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WASH WAS NOT • Inspected in accordance wrth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A Kl Performed in acconjance wrth DS/VOSPHD Project approved documents. Project Archttect Contractor Structural Engineer Building Department DSA Regional Office Owner School District PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET E] DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: Weather: sunny warm Temp: 78* Sigjjatafe of Special Inspector Matthew Jackson Knnt IMame Certification #:5: Verified by: Corporate San Diego/Imperial County 2992 E La Palma Ave Ste. A 6295 Ferris Square Ste. C Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Penntt # CB110227 DAILY INSPECTION REPORT DSA/CITY File* DSA/OSHPD Appl. #. DSA/LEA * Report # 72 Page 1 of 1 Special Inspection Reports must tie distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the insp PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: Sept. 14, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Sottec PacH'ic SUB CONTRACTOR Pacttic Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / paricing structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D PT CONCRETE D SHOTCRETE D CONCRETE D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y • N D D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D. D. D. SPECS: Y D N D APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y El N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" normal weight concrete masonry untts, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Minshew Bros. Reinforcinf steel; 2 iron woricers continued to placed tendons for 3 level deck tieam constmction btwn A&C lines, fron 2 to 10 lines. AREA, GRID LINES, PIECES INSPECTED: Obsen/ed the continued placing of 8" CMU for 5" lift constmction of stainA/ell & elevator * 8, enclosure walls along 1 & C lines. Type S spec mix mortar was used for placing STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.2, PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS H WAS NOT • Inspected in accordance wtth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A H Performed in accordance wrth DS/VOSPHD Project approved documents. cc Project Archrtect Contractor Structural Engineer Building Department DSA Regional Office Owner School District PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET EI DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: Weather: sunny warm Temp: 78* Jnature of Special Inspector Matthew Jackson Verified by Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County Inland Empire 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 B01 Pemirt # CB110227 DAILY INSPECTION REPORT Report* 71 Pagel ofi DSA/CITY File* DSA/OSHPD Appl. *. DSA/LEA # Special Inspectbn Reports must be distributed to the parties listed below within 14 days ofthe inspectbn. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspectton on a daily basis Each report shall be completed and signed by the special inspector conducting the inspectton. PROJECT NAME: Hitton Ocean Front Resort / Paricing Structure Date: Sept. IS, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / paricing structure D BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE H MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D. D. TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL SOIL REPORT Y • N D SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PLANS Y B N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" concrete masonry units, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 2 tenders _ AREA, GRID LINES, PIECES INSPECTED: Obsen/ed the continued placing of 8" CMU for 5 lift constmction of staimfell & elevator * 8 enclosure walls, type S spec mix mortar used for placing STRUCTURAL NOTES, DETAIL OR RFIS USED: ASI 49 for location of opening on C line in the stainfl/ell. REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS K WAS NOT • ~ Inspected in accordance wrth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A 12 Performed in accordance wrth DS/VOSPHD Project approved documents. Project Archrtect Conlractor Stmctural Engineer Building Department DSA Regional Office Owner School District PERCENT PROJECT COMPLETE; THE WORK INSPECTED MET H DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: Weather: partialy sunny Temp: 72* ^Sjgnsrture of Special Inspector Matthew Jackson Verified by Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 GolfCenler Pkw/y., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*; 9087 B01 Pemntt * CB110227 DAILY INSPECTION REPORT Report* 70 Pagel ofi DSA/CITY File # DSA/OSHPD Appl. *. DS/VLEA # Special Inspectbn Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspectbn on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hitton Ocean Front Resort / Paricing Structure Date: Sept 12, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D PT CONCRETE D SHOTCRETE D CONCRETE D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y • N D D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D. D. D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 1/2", 7 strand encapsulated grade 270 tendons. CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 2 tenders Observe & verify the delivery & placing of 8 yards 2500psi grout for S"* lift 8" CMU constmction of interior enclosure wall stainvell & elevator* 9, C & 19 lines. Continued placing of 5 lift 8" CMU on 18 line petition wall. AREA, GRID LINES, PIECES INSPECTED: Inspect bottom reinforcing steel & 1/2", 7 strand tendons placed for deck beam constmction @ the 3'° level, beams 2 thm 6, btwn A & C, 7 thm 10 btwn A&B. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 4.1 beam schedule. REMARKS, INCLUDING MEETINGS: Sampled & tested grout, 1 set of (4) 3" x 6" samples cast for compressive strength testing. Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS la WAS NOT • Inspected in accordance wtth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A K Performed in accordance wtth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET H DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: Weather: sunny warm Temp: 78* Project Archttect Structural Engineer DSA Regional Office School District Contractor Building Department Owner SJaflaftire of Special Inspector Matthew Jackson Certification Verified by qnt Name N86 Corporate: 2992 F. La Palma Avenue, Suile A, Anaheim. CA 92X06 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Dicgo, CA 92121 Tel; (X5X) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 GolfCenler Parkway #1, Indio. CA 92201 Tel; (760) 342-4677 Fax; (760) .342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 9/26/2011 CITY OFCARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9()87A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD. CA Client: WAVECREST RESORTS LLL Set No.: 11-01139 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 3 8/22/2011 4X8 12.57 41,620 3,310 Cone 28 9/16/2011 4X8 12.57 66,360 5,280 Cone 28 9/16/2011 4X8 12.57 69,090 5,500 Cone 28 9/16/2011 4X8 12.57 68,320 5,440 Cone 28 H 9/16/2011 4X8 12.57 28 H 9/16/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Locafion: LEVEL 2 - DECK, GRID LINE A / 13 ASTMC172 Date Sampled: 8/19/201 1 Date Received: 8/22/201 Concrete Supplier: Mix No.: 5033504 Ticket No.: 417889 Water added at Site: Cement Type: II/V HANSON AGGREGATE Concrete Temp: 86 Ambient Temp: 74 "F ASTM C1064 "F ASTM C1064 gal. By Mix Time: 62 Slump: 6.00 in. ASTM C143 Tested at: San Diego Remarks: PBpiMIT #CB110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5410 PSI 28-day eompression tesl complies wilh lhe specified strength. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square. Suilc C, 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 Branch; 44917 GolfCenler Parkway #1, Indio, CA 92201 TcI; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 9/26/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01189 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/2/2011 4X8 12.57 50,220 4,000 Cone 28 9/23/2011 4X8 12.57 65.770 5,230 Cone 28 9/23/2011 4X8 12.57 64,590 5,140 Cone 28 9/23/2011 4X8 12.57 65.230 5,190 Cone 28 H 9/23/2011 4 X 8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Locafion: LEVEL 2 - COLUMN C6. GRID LINE A / 8 Concrete Supplier: HANSON AGGREGATE Mix No.: 501 1500 Ticket No.: 41888 Water added at Site: 25.00 gal. By PUMPER Cement Type: II/V Mix Time: 93 min. ASTMC172 Date Sampled: 8/26/2011 Date Received: 8/29/2011 Concrete Temp: 85 Ambient Temp: 76 "F ASTM C1064 "F ASTM C1064 Slump: 6.00 in. ASTM C143 Tested at: San Dieao Remarks: PERMIT #CB 110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5190 PSI 28-day compression test complies with the specified strength. Corporale; 2992 F. La Palma Avenue, Suile A, Anaheim. CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square. Suite C, San Dicgo. CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bklg 2A. Riverside, CA 92518 Tel: (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 GolfCenler Parkway #1, Indio. CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-MORTAR ASTM C27() Date Printed: 9/26/2011 CITY OFCARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01184 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/2/2011 2X4 3.14 8,000 2,550 N/A 28 9/23/2011 2X4 3.14 9.400 2,990 N/A 28 9/2.3/2011 2X4 3.14 9.600 3,060 N/A 28 9/23/2011 2X4 3.14 9.020 2,870 N/A Specified Strength: 1,800 PSI Sampled By: MATTHEW JACKSON Locafion: CMU WALL - STAIRWELL #9, ENCLUSURE WALLS ASTMC172 Date Sampled: 8/26/201 1 Date Received: 8/29/2011 Concrete Supplier: Mix No.: TYPE S Ticket No.: Water added at Site: Cement Type: SPECIFIED MIX gal. By Mix Time: 5 Concrete Temp: 78 Ambient Temp: 76 "F ASTM C1064 "F ASTM C1064 Slump: in. ASTM C143 Tested at: San Diego Remarks: 5TH LIFT. PERMIT#CB 1 10227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 2970 PSI 28-day compression test complies with the specified strength. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Permkm0i'm227 * DAILY INSPECTION REPORT DSA/CITY File * DS/VOSHPD Appl.*. DSA/LEA* Report # 81 Page 1 of 1 Special Inspectton Reports must be distributed to the partbs listed below within 14 days of the inspectton. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hitton Ocean Front Resort / Paricing Structure Date: Sept 30, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCHTIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure D BATCH PLANT D PT CONCRETE D SHOTCRETE Kl CONCRETE Kl MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D. D. TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL SOIL REPORT Y • N D SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" normal weight concrete masonry units, type S spec mix mortar; Hanson 5000psi 3/8" hard rock, 8.6 sack concrete CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry, 2 masons, 2 tenders; Continued 8" CMU constmction of 5* lift elevator* 8, interior enclosure walls, & 3"' lift 8" CMU on C line btwn 16 & 18 type S spec mix mortar used for placing. AREA, GRID LINES, PIECES INSPECTED: Obsen/ed & verified the delivery & placing of 35 yards 5000psi concrete for 2"" level up tumed beams & stub columns. Supplied by Hanson, mix design 5011500, placed by small rock trailer pump, & consolidated wl mechanical vibration @ the following locations: A line 11-12, 13-14, 15-16; C line 12-13, 14-15; 19 line A3 to B8; stub columns on 8 line 11 thru 16. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.2 REMARKS, INCLUDING MEETINGS: Sample & test; 1 set of (5) 4" X 8" cylinders cast for compressive strength testing. Reinforc:ed concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY; THE WORK WAS El WAS NOT • Inspected in accordance wrth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS K WAS NOT • N/A • Performed in accordance wrth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET H DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: 1 set of (5) cylinders Weather: sunny Temp: 72* cc Project Archrtect Structural Engineer DSA Regional Office School District Contractor Building Department Owner jjfrlature of Special Inspector Matthew Jackson Hrtnt NatVie Certification #:5269061 X4 49 92 86 Verified by:_ Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San DIego/lmperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Pennrt * CB110227 DAILY INSPECTION REPORT DSA/CITY File * DSA/OSHPD Appl.*. DS/VLEA * ___ Report * 82 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspectton. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspectton on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hitton Ocean Front Resort / Paricing Structure Date: Sept 29, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D PT CONCRETE D SHOTCRETE H CONCRETE D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y D N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D. D. D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 2 tenders; 4" lift 8" CMU constmction on interior petetion walls @ stainwell # 8. Type S spec mix mortar used for placing. AREA, GRID LINES, PIECES INSPECTED: Inspect reinforcing steel & fomn work for up turned beams, 2"" level @ the following locations: A line 11-12,13-14,15-16; C line 12-13,14-15; 19 line A3 to B8. Inspected for bar size, grade, lap splice lengths, fomi sizes & clearances. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS IS WAS NOT • " Inspected in accordance wtth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A [3 Performed in accondance wtth DS/VOSPHD Project approved documents. cc Project Archrtect Contractor Structural Engineer Building Department DSA Regional Office Owner School District PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET El DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: N/A Weather: overcast Temp: 68* Special Inspector Matthew Jackson Hrtrtt N&me Certification #:5269061 X4 49 92 86 Verified by:_ mk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy,, Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy.. Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 801 Penntt # CB110227 DAILY INSPECTION REPORT DSA/CITY File # DSA/OSHPD Appl*. DS/VLEA * Report * 79 Page 1 of 1 Special Inspection Reports must be distributed to the partbs listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspectbn on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: Sept. 28, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PUNT H PT CONCRETE D SHOTCRETE D CONCRETE D MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D. D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y a N D SOIL REPORT YDND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/MANPOWER USED: Suncoast stressing ram & gauge * 370, last calibrated 5/20/11 Minshew Bros Reinforcing Steel, woriced 2 men stressing. AREA, GRID LINES, PIECES INSPECTED: Observed the continued stressing of temperature & girder tendons in 3'° level deck. pour # 3. Elongations were measured & recorded for evaluation by the engineer of record. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: "THE WORK WAS El WAS NOT • ' Inspected in accordance wtth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A 13 Performed in accordance wrth DSA/OSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET H DID NOT MEET • ~ The requirements of the DS/^/OSPHD Project approved documents. Samples taken: N/A Weather: sunny warm Temp: 78* cc Project Archrtect Structural Engineer DSA Regional Office School District Contractor Building Department Owner 'C „<i5>signature of Special Inspector Matthew Jackson Verified b' Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714 632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537 3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 B01 Pemirt * CB110227 DAILY INSPECTION REPORT Report*Z8 Pagelofi DSA/CITY File # DS/VOSHPD Appl. #. DS/VLEA # Special Inspection Reports must be distributed to the parties listed below within 14 days ot the inspection. Reports of non-compliant condlttons must be distributed immediately. Separate reports shall be prepared for each type of special inspectbn on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspectton. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: Sept. 27, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / paricing structure D BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE H MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D. D. TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL SOIL REPORT Y b N D SPECS: YDND APPROVED SHOP DRAWING Y D N D DS/^OSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/MANPOWER USED: Suncoast stressing ram & gauge, last calibrated 5/20/11 AREA, GRID LINES, PIECES INSPECTED: Observed & verify the stressing force applied to unifomi & beam tendons in 3' level deck, pour * 3, Elongations were measured & recorded for evaluation by the engineer of record. Stressing of temperature tendons & girder on 8 line is on going STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS 13 WAS NOT • Inspected in accordance wrth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A B Performed in accordance wtth DSA/OSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET H DID NOT MEET I The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: n/a Weather: overcast Temp: 69* Project Archttect Stnjctural Engineer DSA Regional Office School District Contractor Building Department Owner Jnature of Special Inspector Matthew Jackson Certification Verified by 69i Pnrtf Name ^ 92 86 Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County Inland Empire 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491,2990 MTGL PROJECT*: 9087 801 pemrtrt # Qsmm !_ DAILY INSPECTION REPORT Report#69 Pagelofi DSA/CITY File * DSA/OSHPD Appl, *. DSA/LEA # Special Inspectbn Reports must be distributed to the parties listed below within 14 days of the inspectton. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hitton Ocean Front Resort / Paricing Structure Date: Sept. 9, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure D BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE K MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD • FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D. D. TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL SOIL REPORT Y • N D SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y Kl N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel CONTRACTORS EQUIPMENT/MANPOWER USED: Walked with city of Carisbad inspector Mike Collins & inspected 5°" lift 8" CMU placed for interior & exterior enclosure walls @ stainvell & elevators * 8 & #9. The work was approved for grouting. AREA, GRID LINES, PIECES INSPECTED: Observed the continued placing of reinforcing steel bars for deck beam constmction @ the 3'" level, grid lines 2 thm 6 btwn A&C. Inspected for bar size, grade, lap splice lengths, layout configurations, & stimjp spacing from beam details found on sheet PS-4.1 STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS K WAS NOT • ' —— Inspected in accordance wrth the requirements of the DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A K Performed in accordance wrth DSA/OSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET Bl DID NOT MEET • ~" The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: N/A cc Project Archrtect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Weather: hazy sun Temp: 72* ^SiSfJattiJ^tSf Special Inspector Matthew Jackson Verified by UMk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San DIego/lmperial County Inland Empire 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy ., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Peimit »CB110227 DAILY INSPECTION REPORT DSA/CITY File # DSA/OSHPD Appl.*. DSA/LEA # Report #gs Pagel ofi Special Inspectbn Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspectbn. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: Sept. 8, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / paricing structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PUNT S PT CONCRETE D SHOTCRETE D CONCRETE D MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y D N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D. D. SPECS; YD ND APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y a N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel CONTRACTORS EQUIPMENT/MANPOWER USED: Minshew Bros. Reinforcing Steel AREA, GRID LINES, PIECES INSPECTED: Begin the placing of bottom reinforcing steel for post tension beam constmction ( the 3"* level, lines 2 thm 6 btwn A&C lines. Inspected for bar size, grade, lap splice lengths, & layout configurations STRUCTURAL NOTES, DETAIL OR RFIS USED: Post tension beam schedule, PS 4.1 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS 12 WAS NOT • Inspected in accordance wrth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A K Performed in accordance wtth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET E] DID NOT MEET • The requirements of the DSA/OSPHD Project approved documents. Samples taken: N/A Weather: sunny warm cc Project Archrtect Stmctural Engineer DSA Regional Office School District Contractor Building Department Owner Matthew Jackson rnnt Name 1 X4^ 92 86 Certification #: Verified by: cm. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/tmperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 801 Pennit # Cai1Q227 * DAILY INSPECTION REPORT DSA/CITY File * _ DS/VOSHPD Appl. #. DS/VLEA # Report#67 Pagelofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspectbn. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspectbn on a daily basis Each report shall be completed and signed by the special inspector conducfing the inspectton. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: Sept. 7, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure D BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE S MASONRY D HIGH STRENGTH BOLTING • WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D. TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL SOIL REPORT Y • N D SPECS: Y D N D APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y Kl N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" normal weight concrete masonry units, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 3 tenders AREA, GRID LINES, PIECES INSPECTED: Observed the confinued placing of 8" CMU for the constmction of interior enclosure ! stainwell & elevator # 8, 1 & C lines, 2 level. Type S spec mix mortar used for placing. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete construction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS El WAS NOT • ~ ~" Inspected in accordance wrth the requirements of the DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A S Performed in accordance wrth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET H DID NOT MEET • ' ~ The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: N/A Weather: sunny warm Temp: 78* cc Project Archrtect Structural Engineer DSA Regional Office School District Contractor Building Department Owner tture of Special Inspector Matthew Jackson Certification #:52i Verified by:_ pnnt Name 1X4 49 fl— mk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County Inland Empire 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT#: 9087 801 PenTial 03110227 DAILY INSPECTION REPORT Report#66 Pagelofi DSA/CITY File # DS/VOSHPD Appl *. DSA/LEA # ____ Special Inspection Reports must be distributed to the partbs listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspectbn on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspectton. PROJECT NAME: Hitton Ocean Front Resort / Paricing Structure Date: Sept. 6, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure D BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE H MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D. D. TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL SOIL REPORT YDND SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" concrete masonry units, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 2 tenders AREA, GRID LINES, PIECES INSPECTED: Observed the continued placing of 8" CMU, 5 lift constmction for stainwell & elevator * 8, exterior enclosure walls. 1 & C lines, 2nd level. Type S spec mix mortar used for placing. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS S WAS NOT • ~ —— Inspected in accordance wtth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A H Performed in accordance wtth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET H DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: Weather: sunny warm Temp: 85* cc Project Archttect Structural Engineer DSA Regional Office School District Contractor Building Department Owner ^^rf0ur€ofspecia[ Inspector Matthew Jackson pnnt Name Certification #:*569061 X4Tta9286 Verified by 1^0 Price Corporale; 2992 F. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch: 6295 Ferris Square, Suile C, 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 Braneh; 44917 Golf Center Parkway #1. Indio, CA 92201 Tel: (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT A.STM ClOl 9 Date Printed: 9/13/201 1 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A01 HIITON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01126 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 8/23/2011 3X3X6 9.00 21,500 2.390 N/A 28 9/1.3/2011 3 X 3 X 6 9.00 28,500 3,170 N/A 28 9/13/2011 3X3X6 9.00 28,900 3,210 N/A 28 9/13/2011 3X3X6 9.00 27,500 3,060 N/A Specified Strength: 3,000 PSI Sampled By: MATTHEW JACKSON Locafion: 8" CMU WALL - GRID LINE C / 18 - 19 Concrete Supplier: HANSON AGGREGATE Mix No.: 4011501 Ticket No.: 417218 Water added at Site: gal. By Cement Type: II/V Mix Time: 95 min. ASTMC172 Date Sampled: 8/16/201 1 Date Received: 8/18/2011 Concrete Temp: 74 Ambient Temp: 63 "F ASTM C1064 "F ASTM C1064 Slump: 7.00 in. ASTM C143 Tested at: San Diego Remarks: 4TH LIFT. PERMIT#CB110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 3150 PSI 28-day compression test complies with the specified strength. Corporate: 2992 K. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Braneh; 6295 Ferris Square. Suile C, 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 Braneh: 44917 Golf Cenler Parkway #1. Indio. CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT A.STM C1019 Date Printed: 9/7/2011 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Perinit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD. CA Client: WAVECREST RESORTS LLL Set No.: 11-01198 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/7/2011 3 X 3 X 6 9.00 16.000 1,780 N/A 28 9/28/2011 3 X 3 X 6 9.00 28 9/28/2011 3 X 3 X 6 9.00 28 H 9/28/2011 3X3X6 9.00 Specified Strength: 2,000 PSI Sampled By MATTHEW JACKSON ASTM C172 Locafion: CMU WALL - STAIRWELL & ELEVATOR ENCLOSURE #9, GRID LINE C / 19 Concrete Supplier: HANSON AGGREGATE Mix No.: 2511501 Ticket No.: 419261 Water added at Site: 20.00 Cement Type: Date Sampled: 8/31/2011 Date Received: 9/2/201 1 gal. By SCOTT SCHWARTZ Mix Time: 85 Concrete Temp: 78 Ambient Temp: 68 "F ASTM C1064 "F ASTM C1064 Slump: 6.50 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporale; 2992 H. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Braneh; 6295 Ferris Squaie, Suite C, San Diego, CA92I2I Tel; (858) 537-3999 Fax: (858) 537-.3990 Branch; 14467 Mendian Parkway Bldg 2A, Riverside. CA 92518 Tel; (951) 653-4999 Fax; (951) 653-4666 Braneh; 44917 Golf Cenler Parkway #1. Indio. CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 9/7/2011 CITY OFCARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087AOI Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01108 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 8/17/2011 3X3X6 9.00 18.600 2,070 N/A 28 9/7/201 1 3X3X6 9.00 27,750 3,080 N/A 28 9/7/2011 3 X 3 X 6 9.00 27.100 3,010 N/A 28 9/7/2011 3 X 3 X 6 9.00 25.600 2,840 N/A .Specified Strength: 2,000 PSI Sampled By MATTHEW JACKSON Locafion: 8" CMU WALL - STAIRWELL #9, GRID LINE C / 19 ASTM C172 Date Sampled: 8/10/2011 Date Received: 8/11 /2() 11 Concrete Supplier: Mix No.: 2511501 Ticket No.: 416381 Water added at Site: Cement Type: II/V HANSON AGGREGATE Concrete Temp: 82 Ambient Temp: 72 gal. By "F ASTM C1064 "F ASTM C1064 Mix Time: Slump: 7.00 in. ASTM Cl43 Tested at: San Diego Remarks: 3RD LIFT. PERMIT#CB110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 2980 PSl 28-day compression tesl complies with the specified strength. im Corporate: 2992 H. La Palnia Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, 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 Branch; 44917 GolfCenler Parkway#l, Indio. CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-MORTAR ASTM C270 Date Printed: 9/7/2011 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: |HLTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL A Set No,: 11-01097 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 8/15/2011 2X4 3.14 11,160 3,550 N/A 28 9/5/2011 2X4 3.14 14,200 4,520 N/A 28 9/.5/2011 2X4 3.14 14,250 4,540 N/A 28 9/5/2011 2X4 3.14 14,050 4,470 N/A Specified Strength: 1,800 PSI Sampled By: MATTHEW JACKSON Locafion: 8" CMU WALL - GRID LINE C / 18 - 19 Concrete Supplier: SPECIFIED MIX Mix No.: TYPE M Ticket No.: Water added at Site: gal. By Cement Type: Mix Time: 5 min. ASTMC172 Date Sampled: 8/8/2011 Date Received: 8/10/2011 Concrete Temp: 75 Ambient Temp: 73 "F ASTM C1064 "F ASTM C1064 Slump: in. ASTM C143 Tested at: San Dicgo Remarks: 3RD LIFT. BSIBlBPfPOT^feMf*" Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 4510 PSI 28-day compression test complies with the specified strength. Corporale; 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suile C, 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 Branch; 44917 GolfCenler Parkway#l, Indio, CA 92201 Tel; (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 9/7/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01189 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/2/2011 4X8 12.57 50,220 4,000 Cone 28 9/23/2011 4X8 12.57 28 9/23/2011 4X8 12.57 28 9/23/2011 4X8 12.57 28 H 9/23/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Locafion: LEVEL 2 - COLUMN C6, GRID LINE A / 8 Concrete Supplier: HANSON AGGREGATE Mix No.: 5011500 Ticket No.: 41888 Water added at Site: 25.00 Cement Type: II/V ASTMC172 Date Sampled: 8/26/2011 Date Received: 8/29/2011 gal. By PUMPER Mix Time: 93 Concrete Temp: 85 Ambient Temp: 76 "F ASTM C1064 "F ASTM C1064 Slump: 6.00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. cm Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A. Riverside, CA 92518 TcI; (951) 653-4999 Fax: (951) 653-4666 Branch; 44917 Golf Cenler Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-MORTAR ASTM C270 Date Printed: 9/7/201 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 908 7AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01184 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/2/2011 2X4 3.14 8,000 2,550 N/A 28 9/23/2011 2X4 3.14 28 9/23/2011 2X4 3.14 28 9/2,3/2011 2X4 3.14 Specified Strength: 1,800 PSI Sampled By: MATTHEW JACKSON Locafion: CMU WALL - STAIRWELL #9, ENCLUSURE WALLS ASTMC172 Date Sampled: 8/26/2011 Date Received: 8/29/2011 Concrete Supplier: Mix No.: TYPE S Ticket No.: Water added at Site: Cement Type: SPECIFIED MIX gal. By Mix Time: 5 Concrete Temp: 78 Ambient Temp: 76 "F ASTM C1064 "F ASTM C1064 Slump: in. ASTM C143 Tested at: San Diego Remarks: 5TH LIFT. PERMIT #CB110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, 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 Branch; 44917 Golf Center Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 9/7/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL A Set No.: 11-01189 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/2/2011 4X8 12.57 50,220 4,000 Cone 28 9/23/2011 4X8 12.57 28 9/23/2011 4X8 12.57 28 9/23/2011 4X8 12..57 28 H 9/23/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Locafion: LEVEL 2 - COLUMN C6, GRID LINE A / 8 Concrete Supplier: HANSON AGGREGATE Mix No.: 5011500 Ticket No.: 41888 Water added at Site: 25.00 gaL By PUMPER Cement Type: ll/V Mix Time: 93 min. ASTMC172 Date Sampled: 8/26/2011 Date Received: 8/29/2011 Concrete Temp: 85 Ambient Temp: 76 F ASTM C1064 "F ASTM C1064 Slump: 6,00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT, JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Q— ;y Eduardo Dizon, R.C.E. USBk Corporate 2992 E La Palma Ave, Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Penntt imnfmi DAILY INSPECTION REPORT Report # 61 Page 1 of 1 DSA/CITY File * DSA/OSHPD Appl. #. DSA/LEA # ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. , PROJECT NAME: Hilton Ocean Front Resort / Parking Structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D PT CONCRETE D SHOTCRETE Kl CONCRETE D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y D N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D, D, D, SPECS: Y D N D APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" normal weight concrete masonry units, type S spec m ix mortar; Hanson 5011500, 5000psi 8.6 sack, 3/8" hard rock concrete CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 3 tenders; Obsen/ed the coninued placing of 8" CMU nonnal weight, wtth type S spc mix mortar, 3"' lift elevator enclosure & stainwell # 9 interior petttion walls. AREA, GRID LINES, PIECES INSPECTED: Obsen/ed & verified the delivery & placing of 29.25 yards of 5000psi for (26) 2"' level columns. Supplied by Hanson, mix design 5011500, placed by small rock trailer pump, & consolidated with mechanical ! the following locations: A line (6) 4 to 9; A2 line (2) 2 & 3; B line (5 full height, 3 stub) 2 thm 10; C line (6) 2 to 7 1 line (6)A2 to 88; 89 & 1.4 STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Sampled & tested; 1 set of (5) 4" x 8" cylinders cast for compressive strength testing. Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS K WAS NOT • —— =—— Inspected in accordance wrth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS K WAS NOT • N/A • Performed in accordance wtth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET El DID NOT MEET • The requirements of the DS/VOSPHD Project approved d(x;uments. Samples taken: Weather: sunny warm Temp: 76* Project Archttect Contractor Structural Engineer Building Department DSA Regional Office Owner School Disirict Signature of Special Inspector Matthew Jackson h^nni Name Certification #:5269061 X4 49 92 86 Verified by:. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperlal County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 GolfCenler Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Permit # CB110227 DAILY INSPECTION REPORT DS/VCITY File # DSA/OSHPD Appl.*. DS/VLEA # Report#60 Pagelofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilfon Ocean Front Resort / Pari<ing Structure Date: August 25, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Sfructures INSPECTION ADDRESS 7200 Ponto dr, Carisbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y b N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D D D SPECS: Y D N D APPROVED SHOP DRAWING Y D N D AVAIUBLE APPROVED PUNS Y S N D DS/VOSHPD PROJECT APPROVED DOCUMENTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" normal weight concrete masonry units, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 3 tenders AREA, GRID LINES, PIECES INSPECTED: Observed the continued placing of 4'" lift, 8" normal weight CMU (g 1 & C lines for exterior enclosure walls, stainwell & elevator * 8; 3rd lift 8" normal weight CMU placed @ interior petition & elevator enclosure walls, stain/veil # 9, type S spec mix mortar used. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS El WAS NOT • Inspected in accordance wtth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A El Performed in accordance wtth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET El DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: Weather: sunny warm Temp: 78* Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District Signature of Special Inspector Matthew Jackson pnnt Name Certification #:5269061 X4 49 92 86 Verified by:. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 801 Pemntt * CB110227 DAILY INSPECTION REPORT DSA/CITY File # Report # 59 Page 1 of 1 DS/VOSHPD Appl. #. DS/VLEA # Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by fhe special inspector conducting fhe inspection. PROJECT NAME: Hilton Ocean Front Resort / Pari<ing Structure Date: August 24, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTFJACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE H MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORTYDND D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D. SPECS:YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y El N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 6" normal weight concrete masonry units, type S mortar. CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 3 tenders; Placed 4"" lift 8" CMU on 1 line & C line for exterior stairwell & elevator * 8 enclosure walls. AREA, GRID LINES, PIECES INSPECTED: Observed the continued stressing of temperature & transfer girder tendons in elevated deck, pour area # 2. Ram & gauge * 370 Suncoast, gauge pressure of 5500 was never exceeded. Elongations of tendons were measured & recorded for evaluation by the engineer of record. Elevated post tension deck constmction is on going. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Continued placing of form wori< for 2 level columns, tie spacing inspected priorto closing form work checked for clearances. Reinforced concrete, masonry, and post tension concrete construction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WASH WAS NOT • Inspected in accordance wtth the requirements ofthe DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A El Performed in accordance wtth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET H DID NOT MEET • " The requirements of the DS/VOSPHD Project approved documents. Samples taken: Weather overcast Temp: 72* cc Project Archttect Structural Engineer DSA Regional Office School District Contractor Building Department Owner ,--S1jiMf^reof Special Inspector Matthew jgckson 7^ ..j^nnt Name Certification #:5^6906t'X4 49 92 86 Verified by; j. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkw/y., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 B01 Penntt # CB110227 DAILY INSPECTION REPORT Report * 58 Page 1 of 1 DS/VCITY File* DSA/OSHPD Appl.*. DSA/LEA * Special Inspectkin Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspecfion on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hitton Ocean Front Resort / Pari<ing Structure Date: August 23, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PUNT Bl PT CONCRETE D SHOTCRETE D CONCRETE H MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y • N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D. SPECS; YDND APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y gl N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Hanson, 4011501, 4000psi grout, CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 3 tenders; Placing of 9 yards 4000psi grout, 3'° lift 8"CMU 1 line btwn B & C; C line 1 to 4; interior enclosure walls @ stairwell & elevator # 8. Supplied by Hanson 4011501, consolidated wl mechanical vibration.Sample & test 1 set of (4) 3" x 6" grout papers cast for compressive strength testing. AREA, GRID LINES, PIECES INSPECTED: Observed stressing force applied to uniform, beam, & temperature cables in 2"° level deck pour area # 2. Suncoast ram & gauge # 370 were used. Elongations were measured & recorded for evaluation by the engineer of record. Stressing of transfer beam (girder) is on going by Minshew Bros. Reinforcing Steel. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS H WAS NOT j Inspected in accordance wrth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A E3 Performed in accordance wtth DS/VOSPHD Project approved documents. Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET 12 DID NOT MEET • The requirements of the DSA/OSPHD Project approved documents. Samples taken: Weather: sunny warm Temp: 70* ature of Special Inspector Matthew Jackson (-"nnt hiame Certification #:526ji061 X449 92.66 Verified by: > I UMk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714,632.2999 Fax: 714.632.2974 Dispalch: 800.491.2990 San Diego/lmperlal County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 801 Pemntt * CB110227 DAILY INSPECTION REPORT DS/VCITY File * DS/VOSHPD Appl. #. DSA/LEA * Report #51 Pagelofi Special Inspectton Reports must be distributed fo the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hitton Ocean Front Resort / Pari<ing Structure Date: August 22, 2011 ARCHITECT JWDA Archttectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure D BATCH PUNT H PT CONCRETE D SHOTCRETE D CONCRETE H MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D. TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL SOIL REPORT Y • N D SPECS: YDND APPROVED SHOP DRAWING Y DN D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" nomnal weight concrete masonry units, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 3 tenders; continued placing of 2"° lift, 8" CMU, for interior enclosure walls @ elevator / stainfl/ell # 8. 1^' level AREA, GRID LINES, PIECES INSPECTED: Inspect prefabricated reinforcing steel cages for 2" level columns for unifonm tie specing & cleaning prior to the closing of forms @ the following locations: A line @ 4 thm 9; B line 2, 4 thm 7. Begin stressing of temperature cables in 2 level deck, pour area # 2, 10.5 to 19 btwn A&B, 9.5 to 19 btwn B&C. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.1; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and posttension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS H WAS NOT • Inspected in accordance wtth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A B Performed in accordance wtth DS/VOSPHD Project approved documents. cc Project Archrtect Contractor Structural Engineer Building Department DSA Regional Office Owner School District PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET El DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: N/A Weather: patchy sun Temp: 78* Special Inspector Matthew Jackson •' fnrit Name Certification 4^:5269061 •X4 4^,^2 8^ Verified by:. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperlal County Inland Empire 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 14467 Meridian Pkw/y., Bldg 2A Riverside, CA 92518 Tel: 951,653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy,, Ste l Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*; 9087 BOI Penntt * CB110227 DAILY INSPECTION REPORT DS/VCITY File* DSA/OSHPD Appl. #. DS/VLEA # Report#65 Pagelofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspectton on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hitton Ocean Front Resort / Pari«ing Structure Date: Sept. 1, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCHTIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / paricing structure D BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE H MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D. D. TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL SOIL REPORT Y Li N D SPECS: Y D N D APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing sleel 8" nonnal weight concrete masonry units, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 2 tenders AREA, GRID LINES, PIECES INSPECTED: Observed the continued placing of 5"" lift 8" CMU for interior enclosure walls for StainA/ell & elevator* 9, C & 19 lines on the 2 level, type S mortar used for placing. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.1; 6 / PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete construction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS S WAS NOT • Inspected in accordance wrth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A K Performed in accordance wrth DS/VOSPHD Project approved documents. cc Project Archttect Structural Engineer DSA Regional Office School District Contractor Building Department Owner THE WORK INSPECTED MET H DID NOT MEET • " The requirements of the DS/VOSPHD Project approved documents. Samples taken: no Weather: cloud cover Temp: 72* Certificatii Verified by "(olf-o Or. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 GolfCenler Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Pemiit # C8110227 DAILY INSPECTION REPORT Report#64 Pagelofi DS/VCITY File # DS/VOSHPD Appl*. DS/VLEA # Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be compleled and signed by the special inspector conducting the inspectton. PROJECT NAME: Hilton Ocean Front Resort / Partying Structure Date: August SI, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pactt^ic Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure D BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE H MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D. TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL SOIL REPORT Y U N D SPECS: YDND APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Hanson 2511501, 2500psi, 3/8" hard rock grout CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 2 tenders AREA, GRID LINES, PIECES INSPECTED: Observed & verified the delivery & placing of 9 yards 2500psi for 4"' lift, 8" CMU constmction of interior & exterior enclosure walls @ staimvell & elevator # 8, interior enclosure walls stainvell & elevator * 9. Supplied by Hanson, mix design 2511501, placed by pump, & consolidated wl mechanical vibration. Sampled & tested; 1 set of (4) 3" x 6" graut samples cast for compressive strength testing. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: I remained on site after the placing of grout because masonry constmction was suppose to continue @ the locations noted above. Schwartz Masonry had mechanical problems wl there mixer and didn't place any block. Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS la WAS NOT • ~" Inspected in accondance wtth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS 13 WAS NOT • N/AD Performed in accordance wtth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE; THE WORK INSPECTED MET El DID NOT MEET • The requirements of the DSA/OSPHD Project approved documents. Samples taken: 1 set of (4) grout samples Weather: sunny clear Temp: 73* Project Archrtect Stmctural Engineer DSA Regional Office School District Contractor Building Department Owner Verified by: UMk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Pemntt * C8110227 DAILY INSPECTION REPORT DSA/CITY File # DS/VOSHPD Appl. *. DS/VLEA * ARCHITECT JWDA Architectas TIME ARRIVED 7am TIM E DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCHTIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacttic Structures INSPECTION ADDRESS 7200 Ponto dr, Carisbad, Ca, ADDRESS OF PROJECT same / partying structure Report #63 Pagel ofi Special Inspectton Reports must be distributed to the parties listed below within 14 days of the inspectton. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspectton on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Pari<ing Structure Date: August 30, 2011 TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOILREPORTYUND D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D. D. D. SPECS; YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" nomial weight concrete masonry units, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 2 tenders AREA, GRID LINES, PIECES INSPECTED: Obsen/ed the continued placing of 4" lift 8" nonnal weight CMU wl type S spec mix mortar for interior enclosure walls, stainvell & elevator # 8. 2 level. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.1; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and posttension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS Bl WAS NOT • Inspected in accordance wtth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WASD WAS NOT • N/A B Performed in accordance wtth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET H DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: no Weather: sunny warm Temp: 75* Project Archttect Structural Engineer DSA Regional Office School District Contractor Building Department Owner iighature of Special Inspector ffatthew Jackson Certification Verified by im. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County Inland Empire 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537,3999 Fax: 858.537.3990 Dispatch: 888.844.5060 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Indio, CA 92201 Tel: 760,342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 Ste.1 MTGL PROJECT*: 9087 801 Pemntt * QB110227 DAILY INSPECTION REPORT DS/VCITY File* DSA/OSHPD Appl *. DSA/LEA* Report * §2 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of spacial inspectton on a daily basis. Each report shall be completed and signed by the special inspector conducting the PROJECT NAME: Hitton Ocean Front Resort / Paridng Structure Date: August 29, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure D BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE H MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D. D. TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL SOIL REPORT Y D N D SPECS: Y D N D APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" nonnal weight concrete masonry untts, type S spec mix mortar. CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 5 masons, 5 tenders AREA, GRID LINES, PIECES INSPECTED: Obsen/ed the confinued placing of 4" lift 8" CMU for elevator & stainvell # 8 interior & exterior enclosure walls, (g 1 & C lines, 2" level. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WASB WAS NOT tl ~~ Inspected in accordance wrth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A B Performed in accordance wrth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET H DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: no cc Project Archrtect Structural Engineer DSA Regional Office School District Weather: sunny warm Temp: 76* Contractor Building Department Owner Certification ft Verified by Corporate: 2992 E. La Palnia Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C. 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 Branch: 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 12/21/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Perinit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL A Set No.: 11-01590 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 11/29/2011 4X8 12.57 50,990 4,060 Cone 28 12/20/2011 4X8 12.57 64,800 5,160 Cone 28 12/20/2011 4X8 12.57 64,540 5,140 Cone 28 12/20/2011 4X8 12.57 63,640 5,060 Cone 28 H 12/20/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MIKE LAMOUREAX Locafion: RAMP TO LEVEL 3 - GRID LINE 10.5 / A.7 Concrete Supplier: HANSON AGGREGATE Mix No.: 5011500 Ticket No.: 363759 Water added at Site: gal. By Cement Type: Mix Time: 70 min. ASTMC172 Date Sampled: 11/22/2011 Date Received: 12/1/2011 Concrete Temp: Ambient Temp: T ASTM C1064 "F ASTM C1064 Slump: 6.00 in. ASTM C143 Tested at: San Diego Remarks: PHRMIT #CB 110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5120 PSl 28-day compression tesl complies with the specified strength. cm Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714)632-2999 Fax: (714)632-2974 Branch; 6295 Ferris Square, Suite C, 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 Branch; 44917 Golf Center Parkway#l, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/30/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087AO I HILTON C/\RLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01055 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 8/8/2011 4X8 12.57 62,480 4,970 Cone 28 8/29/2011 4X8 12.57 83,940 6,680 Cone 28 8/29/2011 4X8 12.57 84,040 6,690 Cone 28 8/29/2011 4X8 12.57 85,260 6,780 Cone 28 H 8/29/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL I - COLUMN, GRID LINE A / 10 Concrete Supplier: HANSON AGGREGATE Mix No.: 5011500 Ticket No.: 414908 Water added at Site: gal. By Cement Type: lEV Mix Time: 85 min. ASTMC172 Date Sampled: 8/1/2011 Date Received: 8/2/201 Concrete Temp: 84 Ambient Temp: 72 °F ASTM C1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. 6720 PSI 28-day compression test complies with the specified strength. cm Coiporale; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch; 6295 Feiris Square, Suilc C, 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 Branch; 44917 Golf Cenler Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM CI0I9 Date Printed: 8/30/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087AO I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01148 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 8/30/2011 3X3X6 9.00 22,900 2,540 N/A 28 9/20/2011 3X3X6 9.00 28 9/20/2011 3X3X6 9.00 28 9/20/2011 3X3X6 9.00 Specified Strength: 2,000 PSI Sampled By: MATTHEW JACKSON Location: CMU WALL - GRID LINE 1 / B.S ASTMC172 Date Sampled: 8/23/2011 Date Received: 8/25/2011 Concrete Supplier: Mix No.: 4011501 Ticket No.: 4I8I48 Water added at Site: Cement Type: II/V HANSON AGGREGATE gal. By Mix Time: 85 Concrete Temp: 77 Ambient Temp: 69 °F ASTM C1064 "F ASTM C1064 Slump: 6 25 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. Corporate; 2992 E. La Palma Avenue. Suite A, Anaheim, CA 92806 Tel: (714)632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Dicgo, CA 92I2I Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Mendian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch; 44917 Golf Cenler Parkway #I, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 8/26/2011 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A0I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01141 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 8/25/2011 3X3X6 9.00 21,690 2,410 N/A 28 9/15/2011 3X3X6 9.00 28 9/15/2011 3X3X6 9.00 28 9/15/2011 3X3X6 9.00 Specified Strength: 2,000 PSI Sampled By: MATTHEW JACKSON Location: CMU WALL ASTMC172 Date Sampled: 8/18/2011 Date Received: 8/19/2011 Concrete Supplier: Mix No.: 4011501 Ticket No.: Water added at Site: Cement Type: HANSON AGGREGATE gaL By Mix Time: 63 Concrete Temp: 80 Ambient Temp: 66 "F ASTM C1064 °F ASTM C1064 Slump: 6.50 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. A^ Eduardo Dizon, R.C.E. cm Corporate; 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suile C, 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 Branch: 44917 Golf Center Parkway # I, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/26/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Perinit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01042 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 8/4/2011 4X8 12.57 38,410 3,060 Cone 28 8/25/2011 4X8 12.57 52,740 4,200 Cone 28 8/25/2011 4X8 12.57 53,100 4,230 Cone 28 8/25/2011 4X8 12.57 54,250 4,320 Cone 28 H 8/25/2011 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: SLAB ON GRADE - GRID LINE B / 13 Concrete Supplier: HANSON AGGREGATE Mix No.: 4033504 Ticket No.: 414463 Water added at Site: gal. By Cement Type: lEV Mix Time: 56 min. ASTMC172 Date Sampled: 7/28/2011 Date Received: 7/29/2011 Concrete Temp: 72 Ambient Temp: 70 °F ASTM C1064 °F ASTM C1064 Slump: 5 00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribufion: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. 4250 PSI 28-day compression lest complies wilh the specified strength. cm Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 TcI; (714)632-2999 Fax; (714)632-2974 Branch; 6295 Ferris Square, Suite C, San Dicgo, 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 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/26/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A0I Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: I1-0I04I Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 8/4/2011 4X8 12.57 40,500 3,220 Cone 28 8/25/2011 4X8 12.57 56,200 4,470 Cone 28 8/25/2011 4X8 12.57 53,810 4,280 Cone 28 8/25/2011 4X8 12.57 55,330 4,400 Shear 28 H 8/25/2011 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL I - SLAB ON GRADE, GRID LINE A.2 / 17 Concrete Supplier: HANSON AGGREGATE Mix No.: 4033504 Ticket No.: Water added at Site: 8.00 gal. By PUMPER Cement Type: II/V Mix Time: 90 min. ASTMC172 Date Sampled: 7/28/2011 Date Received: 7/29/2011 Concrete Temp: 85 Ambient Temp: 69 °F ASTM C1064 °F ASTM C1064 Slump: 6 00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 4380 PSI 28-day compression lest complies with the specified strength. Corporate San DIego/lmperial County 2992 E La Palma Ave. Ste. A 6295 Ferris Square Ste. C Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951,653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Goif Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 801 Permrt i GBl 10227 [ DAILY INSPECTION REPORT Report#56 Pagelofi DS/VCITY File* DS/VOSHPD Appl. #. DSA/LEA # Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. , PROJECT NAME: Hilton Ocean Front Resort / Pari<ing Structure Date: August 19, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carisbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE K MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FiafPROOFING D AI^H'OR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PUNS Y K N D SOIL REPORT Y D N D SPECS: Y D N D APPROVED SHOP DRAWING Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" normal weight concrete masonry units, type S spec mix mortar; Hanson 5000psi, 8.4 sack, 1" hard rock, 5033504 CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 3 tenders, 3 lift, final course placed on 1 line btwn A3 & 88, 3^'' course 8" CMU placed on 1 line from 88 to C;.& C line btwn 1 & 4, type S spec mix used for placing. H & M Concrete place & finish crew AREA, GRID LINES, PIECES INSPECTED: Observed & verified the delivery & placing of 490 yards SOOOpsi concrete for pour # 2, elevated PT deck, 2"" level. Supplied by Hanson mix design 5033504, placed tjy Merii Concrete Pumping 61 meter pump, hand screed & finished by H & M Concrete. Sampled & tested; 1 set of (6) 4" x 8" cylinders were cast for compressive strength testing per every 100 yards placed (30) total, 3 beam shrinkage molds cast. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masoriry,-and post tension concrete constr|||ion is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS S WAS NOT • Inspected in accordance wrth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS ^ WAS NOT • N/A • Performed in accordance wrth DS/VOSPHD Project approved documents. THE WORK INSPECTED MET K DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: 5 sets of (6) 30 cylinders total Weather: sunny warm Temp: 78* cc Project Archttect Contractor Structural Engineer Building Department DSA Regional Office Owner School District Signature of Special Inspector Matthew Jackson rnnt Name Certification #:5269061 X4 49 92 86 Verified by:_ Corporate San DIego/lmperial County 2992 E La Palma Ave. Ste. A 6295 Fems Square Ste. C Anaheim, CA 92806 San Diego, CA 92121 Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax: 858.537.3990 Dispatch: 800.491.2990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 801 Permtt # CB110227 DAILY INSPECTION REPORT DSA/CITY File* DS/VOSHPD Appl. #. DS/VLEA # Report # 55 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspeclion. PROJECT NAME: Hilton Ocean Front Resort / Parking Structure Date: August 18, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE E] MASONRY D HIGH STRENGTH BOLTING D WELDING • SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y S N D SOIL REPORT YDND SPECS: Y D N D APPROVED SHOP DRAWING Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 3 tenders Minshew bros. Reinforcing Steel, worked a full crew, 8 men AREA, GRID LINES, PIECES INSPECTED: Obsen/ed & verified the delivery & placing of 9 yards 4000psi grout in the following locations: 5'" lift, 8" CMU, top ofwall elevation @ slainA/ell # 9, enclosure walls, C & 19 lines; 2™ lift 8" CMU on C lione 1 to 4 lines; 1 line 8.8 to C lines. Supplied by Hanson, mix design 4011501, placed by pump & consolidated w/ mechanical vibration. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.1; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Final inspection of elevated post tension deck, pour area # 2, 10.5 to 19 line btwn A&B; 9.5 to 19 line btwn 8 & C, 2 level; Obsen/ed that conections were made noted in "Structural Observation Report # 1, Jack Howard, mechanical couplers, bar locks, placed @ each vertical corner bar in columns 17 & 18 on C line. Reinforced concrete, masonry, and post tension concrete construction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE; THE WORK WAS ^ WAS NOT • Inspected in accordance wtth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A M Performed in accordance wtth DS/VOSPHD Project approved documents. THE WORK INSPECTED MET K DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: Weather: sunny mild Temp: 72* Project Archttect Contractor Structural Engineer Building Department DSA Regional Office Owner School District Signature of Special Inspector Matthew Jackson Hnnt Name Certification #:5269061 X4 49 92 86 Verified by:_ Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Permit # CB110227 DAILY INSPECTION REPORT Report # 54 Page 1 of 1 DSA/CITY File#_ DSA/OSHPD Appl. DSA/LEA # Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special Inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspectkin. PROJECT NAME: Hiltort Ocean Front Resort / Parking Structure Date: August 17, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIM E DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Soltec Pacric SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parki ig structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL BATCH PUNT H PT CONCRETE D SHOTCRETE D CONCRETE B MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D. D. D. AVAIUBLE APPROVED PUNS Y H N D SOIL REPORT Y • N D SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS MATERIALS USED BY CONTRACTORllNCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" nonnal weight concrete masonry units, type M soec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 3 tenders Minshew Bros. Reinforcing Steel worthed an 8 man crew on post tension deck pour area * 2. AREA, GRID LINES, PIECES INSPECTED: Observed the placing of 3" lift, 8" CMU on 1 line btwn A3 & 88, to top ofwall elevation, type M spec mix mortar used for placing. Structural Observation was prefonned by Jack Howard S.E. completion of the small punch list of incomplete items is on going STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.1; PS 3.1; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete conslmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS la WAS NOT • Inspected in accordance wtth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A IS Performed in accordance wrth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET E! DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: Weather: sunny mild Temp: 74* cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Special Inspector Matthew Jacl^on 'J~^ PnrCTarne" Certification #:52:|96pl X4 4|^2 Verified by: cm Corporate 2992 E la Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San DIego/lmperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkv/y., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 GolfCenler Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Pemitt # CB110227 DAILY INSPECTION REPORT Report#53 Pagelofi DSA/CITY File# DSA/OSHPD Appl. *_ DSA/LEA* Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspectton. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME; Hilton Ocean Front Resort / Pari<ing Structure Date: August 16, 2011 1 ARCHITECT JWDA Architectas TiME ARRIVED 7am TIIV E DEPARTED Spm ENGINEER BFL Owen Stnjctural Engineers TRAVELTIME LUNCH TIME 1 CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures/ Schwartz M 1 INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / pari<i ig structure • ENGINEERED FILL • FOUNDATION • BACK FILL BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE H reinf PT deck D. D. DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y IS N D SOIL REPORT YDND SPECS: YDND APPROVED SHOP DRAWING Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 1/2", 7 strand cable, grade 270 PT stressing tendons. Hanson 4000psi 3/8" hard rock concrete for masoniy grout. CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 3 masons, 3 tenders Obsen/ed & verified the deliveiy & placing of 9 yards 4000psi grout @ the following locations: 4'" lift 8" CMU for staiw/ell IQ exterior enclosure walls, C & 19 lines; 2"" lifl 8" CMU 1 line A.S to 88 AREA, GRID LINES, PIECES INSPECTED: Obsen/ed th econtinued placing of reinforcing steel bars & 7 strand stressing tendons for constmction of elevated deck pour area* 2,10.5 to 19 line btwn A& B, 9.5 to 19 line btwn B&C lines. Sampled & testing of grout, 1 set of (4) 3" x 6" grout samples cast for compressive strength testing. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3,1; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS IS WAS NOT • Inspected in accordance wtth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS El WAS NOT • N/A • Performed In accordance wrth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET El DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: 1 set of (4) 3" x 6" grout samples Weather: overcast Temp: 7S* cc Project Archttect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Sign Matthew Jackson Certification #: Verified by;. t-'rinnName *:5^9961 X4 f9 92 86 Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San DIego/lmperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwry., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Permit # CB110227 DAILY INSPECTION REPORT DS/VCITY File # DSA/OSHPD Appl.*. DSA/LEA* Report*52 Pagelofi Special Inspectton Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be compteted and signed by the special inspector conducting the inspectton. PROJECT NAME: Hitton Ocean Front Resort / Pari<ing Structure Date: August 15, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TF^VEL TIME LUNCH TIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Ponto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / pari<ing structure TYPE OF INSPECTION • ENGINEERED FILL O FOUNDATION • BACK FILL BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE la MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D. DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PUNS Y H N D SOIL REPORT YDND SPECS: YDND APPROVED SHOP DRAWING Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel nonnal weight 8" concrete masoniy untts, type M spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 3 masons, 3 tenders V\aik wtth city of Carisbad inspector, Mike Collins, for masonry inspection & sign off for grout; 4*^ lift 8" CMU for staitwell # 9 exterior enclosure walls (g C & 19; 2"° lift 8" CMU on 1 line btwn A3 & 88, AREA, GRID LINES, PIECES INSPECTED: Obsen/ed the placing of 8 normal weight CMU for stainwell *8 exterior enclosure walls on C line btwn 2 & 4 line, type M spec mix used for placing. r STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.1; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS K WAS NOT • Inspected in accordance wrth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A [3 Performed in accordance wtth DS/VOSPHD Project approved documents. THE WORK INSPECTED MET S DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken; Weather: overcast Temp: 72* cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Signatuji Matthew Jackson V Hnntilarti6 11 X4 49/92 8^ ecial Inspector Certification #:5281 Verified by: -J— •Jo O (J <^e? Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Fenis Square, Suite C, 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 Branch; 44917 Golf Center Parkway # 1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/23/201 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.; 9087A0I Project Name: sHILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01028 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 3 7/29/2011 4X8 12.57 44,720 3,560 Shear 28 8/23/2011 4X8 12.57 77,440 6,160 Shear 28 8/23/2011 4X8 12.57 78,250 6,230 Cone 28 8/23/2011 4X8 12.57 76,310 6,070 Shear 28H 8/23/2011 4X8 12.57 28 H 8/23/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 2 - DECK, GRID LINE 9.5 / B ASTMC172 Date Sampled: 7/26/2011 Date Received: 7/27/2011 Concrete Supplier: Mix No.: 5033504 Ticket No.: Water added at Site: Cement Type: ll/V HANSON AGGREGATE gal. By Mix Time: 65 mm. Concrete Temp: 84 Ambient Temp: 69 "F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Remarks: PERI\^#CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 6150 PSI 28-day compression lest complies with the specified strength. cm Coiporale: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suile C, San Diego, CA 92I2I 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 Branch; 44917 Golf Cenler Parkway # 1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/23/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A0I Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01029 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 3 7/29/2011 4X8 12.57 39,080 3,110 Cone 7 8/2/2011 4X8 12.57 48,560 3,860 Cone 28 8/23/2011 4X8 12.57 67,530 5,370 Shear 28 8/23/2011 4X8 12.57 69,940 5,570 Shear 28 8/23/2011 4X8 12.57 70,350 5,600 Cone 28 H 8/23/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 2 - DECK, GRID LINE 6 / B.5 Concrete Supplier: HANSON AGGREGATE Mix No.: 5033504 Ticket No.: 414105 Water added at Site: gal. By Cement Type: lEV Mix Time: 46 min. ASTMC172 Date Sampled: 7/26/2011 Date Received: 7/27/2011 Concrete Temp: 77 Ambient Temp: 72 °F ASTM C1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: San Diego Remarks: PMHIT #CBH0227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. 'yi Eduardo Dizon, R.C.E. 5510 PSI 28-day compression test complies with the specified strength. Corporale; 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel: (714)632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suile C, 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 Branch; 44917 Golf Cenler Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 8/23/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A0I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01126 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 8/23/2011 3X3X6 9.00 21,500 2,390 N/A 28 9/13/2011 3X3X6 9.00 28 9/13/2011 3X3X6 9.00 28 9/13/2011 3X3X6 9.00 Specified Strength: 3,000 PSI Sampled By: MATTHEW JACKSON Location: 8" CMU WALL - GRID LINE C / 18 - 19 ASTM C172 Date Sampled: 8/16/2011 Date Received: 8/18/2011 Concrete Supplier: Mix No.: 4011501 Ticket No.: 417218 Water added at Site: Cement Type: lEV HANSON AGGREGATE gal. By Mix Time: 95 Concrete Temp: 74 Ambient Temp: 63 "F ASTM C1064 °F ASTM C1064 Slump: 7 00 in. ASTM C143 Tested at: San Dicgo Remarks: 4TH UKT. PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. cm Corporate; 2992 E. La Palma Avenue, Suilc A, Anaheim, CA 92806 Tel; (714)632-2999 Fax; (714)632-2974 Branch; 6295 Fen-is Square, Suile C, 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 Branch: 44917 Golf Cenler Parkway # I, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/23/2011 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01031 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 3 7/29/2011 4X8 12.57 38,150 3,040 Cone 7 8/2/2011 4X8 12.57 49,060 3,900 Cone 28 8/23/2011 4X8 12.57 63,210 5,030 Cone 28 8/23/2011 4X8 12.57 64,460 5,130 Cone 28 8/23/2011 4X8 12.57 64,170 5,110 Shear 28 H 8/23/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 2 - DECK, GRID LINE 4 / A Concrete Supplier: HANSON AGGREGATE Mix No.: 5033504 Ticket No.: 414184 Water added at Site: gal. By Cement Type: lEV Mix Time: 87 min. ASTMC172 Date Sampled: 7/26/2011 Date Received: 7/27/2011 Concrete Temp: 88 Ambient Temp: 72 °F ASTM C1064 °F ASTM C1064 Slump: 5 50 in. ASTM C143 Tested at: San Diego Remarks: PER^#CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5090 PSI 28-day compression test complies with the specified strength. Corporale; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 TcI; (714)632-2999 Fax; (714)632-2974 Branch; 6295 Ferris Square, Suile C, San Dicgo, 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 Branch; 44917 GolfCenler Parkway #1, Indio, CA 92201 TcI; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/23/201 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD. CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD. CA Client: WAVECREST RESORTS LLL Set No.: 11-01030 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 3 7/29/2011 4X8 12.57 43,710 3,480 Cone 7 8/2/2011 4X8 12.57 54,800 4,360 Cone 28 8/23/2011 4X8 12.57 71,680 5,700 Shear 28 8/23/2011 4X8 12.57 70,100 5,580 Cone 28 8/23/2011 4X8 12.57 73,270 5,830 Shear 28 H 8/23/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 2 - DECK, GRID LINE 3 / B.5 ASTMC172 Date Sampled: 7/26/2011 Date Received: 7/27/2011 Concrete Supplier: Mix No.: 5033504 Ticket No.: 414154 Water added at Site: Cement Type: II/V HANSON AGGREGATE gal. By Mix Time: 50 Concrete Temp: 87 Ambient Temp: 72 "F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Remarks: PEfMff #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5700 PSI 28-day compression tesl complies wilh the specified strength. [m Corporate; 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Te): (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Fenis Square, Suile C, 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 Branch; 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/22/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA CUent: WAVECREST RESORTS LLL Set No.: 11-01139 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 3 8/22/2011 4X8 12.57 41,620 3,310 Cone 28 9/16/2011 4X8 12.57 28 9/16/2011 4X8 12.57 28 9/16/2011 4X8 12.57 28 H 9/16/2011 4X8 12.57 28 H 9/16/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 2 - DECK, GRID LINE A / 13 Concrete Supplier: HANSON AGGREGATE Mix No.: 5033504 Ticket No.: 417889 Water added at Site: Cement Type: II/V ASTMC172 Date Sampled: 8/19/2011 Date Received: 8/22/2011 gal. By Mix Time: 62 Concrete Temp: 86 Ambient Temp: 74 °r ASTM C1064 °F ASTM C1064 Slump: 6 00 in. ASTM C143 Tested at: San Diego Remarks: PER^ DBI 10227 '- Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. cm Corporate; 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch; 6295 Ferris Square, Suile C, San Diego, CA 92121 Tel; (858) 5.37-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 GolfCenler Parkway #1, Indio, CA 92201 TcI; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/22/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01138 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 3 8/22/2011 4X8 12.57 44,090 3.510 Cone 28 9/16/2011 4X8 12.57 28 9/16/2011 4X8 12.57 28 9/16/2011 4X8 12.57 28 H 9/16/2011 4X8 12.57 28 H 9/16/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 2 - DECK, GRID LINE A.5 / 17 ASTMC172 Date Sampled: 8/19/2011 Date Received: 8/22/2011 Concrete Supplier: Mix No.: 5033504 Ticket No.: Water added at Site: Cement Type: lEV HANSON AGGREGATE gal. By Mix Time: 58 Concrete Temp: 85 Ambient Temp: 74 °F ASTM C1064 °F ASTM C1064 Slump: 5 00 in. ASTM C143 Tested at: San Diego Remarks: PE fCBll0227 Distribution: CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** WAVECREST RESORTS LLL SOLTEK PACIFIC Respectfully Submitted, MTGL, Inc. A^ Eduardo Dizon, R.C.E. Corporale; 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel; (714)632-2999 Fax; (714) 632-2974 Branch; 6295 Fenis Square, Suite C, San Dicgo, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg2A, Riverside, CA 92518 TcI; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/22/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT, 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA CHent: WAVECREST RESORTS LLL Set No.: 11-01137 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 3 8/22/2011 4X8 12,57 38,740 3,080 Cone 28 9/16/2011 4X8 12,57 28 9/16/2011 4X8 12.57 28 9/16/2011 4X8 12.57 28 H 9/16/20II 4X8 12.57 28 H 9/16/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 2 - DECK, GRID LINE 18 / B Concrete Supplier: HANSON AGGREGATE Mix No.: 5033504 Ticket No.: 417832 Water added at Site: 10.00 gaL By PUMPER Cement Type: II/V Mix Time: 62 min. ASTM C172 Date Sampled: 8/19/2011 Date Received: 8/22/2011 Concrete Temp: 86 Ambient Temp: 72 "F ASTM C1064 "F ASTM C1064 Slump: 6 00 in. ASTM CI43 Tested at: San Diego Remarks: PER^#CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. Corporate; 2992 E. La Palnia Avenue, Suite A, Anaheim, CA 92806 TcI; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Fenis Square, Suite C, San Dicgo, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A. Riverside. CA 92518 Tel; (95 I) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) .342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/22/2011 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A0I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01136 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 3 8/22/2011 4X8 12.57 38,170 3.040 Cone 28 9/16/2011 4X8 12.57 28 9/16/2011 4X8 12.57 28 9/16/20II 4X8 12.57 28 H 9/16/2011 4X8 12.57 28 H 9/16/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 2 - DECK, GRID LINE 16 / C Concrete Supplier: HANSON AGGREGATE Mix No.: 5033504 Ticket No.: 417822 Water added at Site: gal. By Cement Type: II/V Mix Time: 45 min. ASTMC172 Date Sampled: 8/19/2011 Date Received: 8/22/2011 Concrete Temp: 85 Ambient Temp: 70 "F ASTM Cl()64 "F ASTM C1064 Slump: 5 00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. cm Corporate; 2992 E. La Palma Avenue, Suilc A, Anaheim, CA 92806 Tel; (714)632-2999 Fax; (714)632-2974 Branch; 6295 Fenis Square, Suile C, 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 Branch: 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/22/201 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: II-0I135 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 3 8/22/2011 4X8 12.57 38,530 3,070 Cone 28 9/16/2011 4X8 12.57 28 9/16/2011 4X8 12.57 28 9/16/2011 4X8 12.57 28 H 9/16/2011 4X8 12.57 28 H 9/16/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 2 - DECK, GRID LINE 11 / B.5 Concrete Supplier: HANSON AGGREGATE Mix No.: 5033504 Ticket No.: 417758 Water added at Site: 10.00 gaL By PUMPER Cement Type: II/V Mix Time: 105 min. ASTMC172 Date Sampled: 8/19/2011 Date Received: 8/22/2011 Concrete Temp: 78 Ambient Temp: 65 °F ASTM C1064 °F ASTM C1064 Slump: 6 00 in. ASTM C143 Tested at: San Diego Remarks: PERI^«e»1f0227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. cm Corporate; 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suilc C, San Diego, CA 92I2I 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 Branch: 44917 Golf Cenler Parkway # I, Indio, CA 92201 Tel: (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/19/201 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A0I Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL A Set No.: 11-01014 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 7/29/2011 4X8 12.57 42,380 3,370 Cone 28 8/19/2011 4X8 12.57 64,380 5,120 Cone 28 8/19/2011 4X8 12.57 64,590 5,140 Cone 28 8/19/2011 4X8 12.57 63,540 5,060 Cone 28 H 8/19/2011 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: SLAB ON GRADE - 1ST LEVEL RAMP, GRID LINE 8 / B ASTMC172 Date Sampled: 7/22/2011 Date Received: 7/25/2011 Concrete Supplier: Mix No.: 4033504 Ticket No.: 413786 Water added at Site: Cement Type: HANSON AGGREGATE gal. By Mix Time: 80 Concrete Temp: 81 Ambient Temp: 76 °F ASTM C1064 "F ASTM C1064 Slump: 4 50 in. ASTM C143 Tested at: San Diego Remarks: PERIV^.#CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5110 PSI 28-day compression tesl complies wilh the specified strength. cm Corporate; 2992 E. La Palma Avenue. Suile A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Fen is Square, Suile C, San Dicgo, CA 92121 Tel; (858) 537-3999 Fax: (858) 537-3990 Branch; 14467 Mendian Parkway Bldg 2A, Riverside. CA 92518 Tel; (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway # 1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/19/201 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Perinit No.: Project No.: Project Name: SEE REMARKS 9()87A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01013 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/29/2011 4X8 12.57 44,690 3,560 Cone 28 8/19/2011 4X8 12.57 59,280 4.720 Cone 28 8/19/2011 4X8 12.57 59,940 4.770 Cone 28 8/19/2011 4X8 12.57 60,940 4,850 Cone 28 H 8/19/2011 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: SLAB ON GRADE - 1ST LEVEL RAMP, GRID LINE 6 / A ASTMCI72 Date Sampled: 7/22/2011 Date Received: 7/25/2011 Concrete Supplier: Mix No.: 4033504 Ticket No.: 413687 Water added at Site: Cement Type: II/V HANSON AGGREGATE gal. By Mix Time: 65 Concrete Temp: 79 Ambient Temp: 69 "F ASTM C1064 "F ASTM C1064 Slump: 5 50 in. ASTM CI43 Tested at: San Diego Remarks: PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 4780 PSl 28-day compression lest complies wilh the specified strenglh. cm Corporate: 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, 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 Branch; 44917 Golf Cenler Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM CIO 19 Date Printed: 8/17/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT, 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Perinit No.: Project No.: Project Name: SEE REMARKS 9087AO I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01108 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 8/17/2011 3X3X6 9,00 18,600 2,070 N/A 28 9/7/2011 3X3X6 9.00 28 9/7/2011 3X3X6 9.00 28 9/7/2011 3X3X6 9.00 Specified Strength: 2,000 PSI Sampled By: MATTHEW JACKSON Location: 8 ' CMU WALL - STAIRWELL #9, GRID LINE C / 19 ASTM C172 Date Sampled: 8/10/2011 Date Received: 8/11 /201 Concrete Supplier: Mix No.: 2511501 Ticket No.: 416381 Water added at Site: Cement Type: II/V HANSON AGGREGATE gal. By Mix Time: Concrete Temp: 82 Ambient Temp: 72 °F ASTM C1064 °F ASTM C1064 Slump: 7 00 in. ASTM C143 Tested at: San Diego Remarks: 3RD LIFT. Pi^«Virr#CBl 10227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. Corporale: 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square. Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 TcI; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway # I, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 8/15/2011 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD. CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A0I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00975 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 7/25/2011 3X3X6 9.00 17,550 1,950 N/A 28 8/15/2011 3X3X6 9.00 39,000 4,330 N/A 28 8/15/2011 3X3X6 9.15 39.200 4,280 N/A 28 8/15/2011 3X3X6 9.00 38.000 4,220 N/A Specified Strength: 3,000 PSI Sampled By: MATTHEW JACKSON ASTM C172 Date Sampled: 7/18/2011 Date Received: 7/19/2011 Location: 8" CMU WALL - STAIRWELL ENCLOSURE, GRID LINE C / 19 Concrete Supplier: Mix No.: 3511501 Ticket No.: 412859 Water added at Site: Cement Type: II/V HANSON AGGREGATE 10.00 gaL By SCHWARTZ Mix Time: 90 Concrete Temp: 76 Ambient Temp: 69 "F ASTM C1064 "F ASTM C1064 Slump: 7 00 in. ASTM C143 Tested at: San Diego Remarks: 3RD LIFT. PERMT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. (3. yi Eduardo Dizon, R.C.E. 4280 PSI 28-day compression lest complies wilh the specified strength. cm Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Fems Square, Suile C, San Diego, CA 92121 TcI; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch; 44917 Golf Center Parkway # 1, Indio, CA 92201 TcI; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-MORTAR ASTM C270 Date Printed: 8/15/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01097 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 8/15/2011 2X4 3.14 11,160 3,550 N/A 28 9/5/2011 2X4 3.14 28 9/5/2011 2X4 3.14 28 9/5/2011 2X4 3.14 Specified Strength: 1,800 PSI Sampled By: MATTHEW JACKSON Location: 8" CMU WALL - GRID LINE C / 18 - 19 ASTMC172 Date Sampled: 8/8/2011 Date Received: 8/10/2011 Concrete Supplier: Mix No.: TYPE M Ticket No.: Water added at Site: Cement Type: SPECIFIED MIX gal. By Mix Time: 5 Concrete Temp: 75 Ambient Temp: 73 °F ASTM C1064 "F ASTM C1064 Slump: in. ASTM CI43 Tested at: San Diego Remarks: 3RD LIFT. PEpV<IT#CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. 'yi Eduardo Dizon, R.C.E. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Oiego/lmperial County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 GolfCenler Pkwy., Ste.1 Indlo, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 B01 Pemlifi Report #51 Pagelofi DAILY INSPECTION REPORT DSA/CITY File # DSA/OSHPD AppL*. DS/VLEA* Special Inspection Reports must be distributed fo the parties listed betow within 14 days ofthe inspection. Reports of non-compliant conditions must ba distributed immediately. Separate reports shall be prepared for each type of special inspectton on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspectfoa PROJECT NAME: Hitton Ocean Front Resort / Pari<ing Structure Date: August 12, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCHTIME CONTRACTOR Softec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL BATCH PUNT D PT CONCRETE D SHOTCRETE D CONCRETE H MASONRY D HIGH STRENGTH BOLTING • WELDING • SHOP WELD FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D. D. D. DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAIUBLE APPROVED PLANS Y la N D SOIL REPORT YDND SPECS: YDND APPROVED SHOP DRAWING Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" nonnal weight concrete masonry units, type M spec mix mortar. CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 4 tenders; Obsen/ed the placing of 2"" lift 8" CMU on 1 line btwn A3 & 88, type M spec mix mortar used for placing. AREA, GRID LINES, PIECES INSPECTED: Begin placing of typical reinforcing steel mat in elevated deck pour area # 2,10.5 to 19 btwn A&B, 9.5 to 19 btwn B & A. STRUCTURAL NOTES, DETAIL OR RFIS USED; PS 2.0; PS 3.1; PS 3.2; REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS IS WAS NOT • Inspected in accordance wfth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A El Performed in accordance wfth DSA/OSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET JS DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: Weather; sunny warm Temp: 78* cc Projecf Archttect Stmctural Engineer DSA Regional Office School District Contractor Building Department Owner Special Inspector Matthew Jackson PTiFTRafftS" Certification #:5269061 X4 49 92 86 Verified by:. Em Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Pemtf*iaSfi0227 DAILY INSPECTION REPORT DSA/CITY File # DS/VOSHPD Appl. #. DSA/LEA* Report #31 Pagelofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspecfion. PROJECT NAME: Hilton Ocean Front Resort / Pari<ing Structure Date: August 11, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Stnjctural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / partying structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL tj BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE El MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT YDND D FIREPROOFING D ANCHORflDOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D. D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y la N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8' nonnal weight concrete masonry units, type M spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 3 masons, 2 tenders Minshew Bros Reinforcing Steel; continued placing of 1/2", 7 strand grade 270 post tension cables for 2"" level elevated deck beam constmction in pour area # 2. AREA, GRID LINES, PIECES INSPECTED: Observed the placing of 4'" lift, 8" CMU for exterior enclosure walls, stainwell # 9, Type M spec mix mortar used for placing. STRUCTURAL NOTES, DETAIL OR RFIS USED: masonry details, PS 2.0; PS 3.1; PS 3.2; PS 5.2; beam schedule PS-4.1 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS I WAS NOT • Inspected in accordance wfth the requirements of the DS/VOSPHD Prpject approved documents. MATERIAL SAMPLING WASD WAS NOT • N/A S Performed in accordance wfth DS/VOSPHD Project approved documents. cc Project Archttect Sfructural Engineer DSA Regional Office School District Contractor Building Department Owner PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET S DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: n/a Weather: overcast Temp; 67* SjsK^tWB of Special Inspector Matthew Jackson pm\ Name Certificatior) #:^2|9061 Y^A 49 ^ 86 Verified by:> ^ i V cm Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT DS/VCITY File # _ MTGL PROJECT*: 9087 801 Pemii^eEllfi222 1_ Report #49 Pagel ofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. DS/VOSHPD Appl. #. DSA/LEA * PROJECT NAME: Hitton Ocean Front Resort / Paricing Structure Date: August 10, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacttic Structures INSPECTION ADDRESS 7200 Pronto dr, Carisbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL BATCH PLANT D PT CONCRETE D SHOTCRETE El CONCRETE K MASONRY D HIGH STRENGTH BOLTING DWELDING D SHOP WELD SOILREPORTYDND D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D. D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y E! N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8* normal weight concrete masonry units, type M spec mix mortar. CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 3 masons, 3 tenders Minshew Bros, continued placing of reinforcing steel & 1/2", 7 strand grade 270 stressing tendons for beam constmction in elevated deck pour area #2 AREA, GRID LINES, PIECES INSPECTED: Observed & verified the delivery & placing of 9 yards 2500psi grout for 3'" lift. 8" CMU constmction of exterior walls @ stainwell * 9, C & 19 lines. Supplied by Hanson, mix design 2511501, placed by pump & consolidated wl mechanical vibration. Periodic inspection of 1*' lift placing 8" CMU for stainA/ell * 8 enclosure trails; type M spec mix mortar used for placing. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.1; PS 3.2; PS 5.2 Sample & testing; 1 set of (4) 3" x 6" grout samples cast for compressive strength testing. REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS El WAS NOT • Inspected in accordance wrth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS E] WAS NOT • N/A • Performed in accordance wtth DS/VOSPHD Project approved documents. THE WORK INSPECTED MET El DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: 1 set of (4) grout Weather: sunny warm Temp: 72* cc Project Archttect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Sigeatfire^ Special Inspector Matthew Jackson 7^ F'nnt-JName Certification #:5?fe9pBl X4 49 92 86" Verified by: •—4^- •"4 Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT DS/VCITY File*. MTGL PROJECT*: 9087 BOI Pemiit <ypiU222 1 Report#4SPage 1 ofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspectton. DSA/OSHPD Appl. #. DSA/LEA # PROJECT NAME: Hilton Ocean Front Resort / Parking Structure Date: August 9, 2011 ARCHITECT JWDA Archttectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacttic Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE la MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y U N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE H reinf sti D. D. SPECS: YDND APPROVED SHOP DRAWING Y D N D AVAILABLE APPROVED PLANS Y la N D DSA/OSHPD PROJECT APPROVED DOCUMENTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" nomial weight concrete masonry units, type M spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 3 tenders AREA, GRID LINES, PIECES INSPECTED: Obsen/ed the continued placing of 3" lift, 8" CMU for exterior walls stainwell * 9 ( C & 19 lines, 2 level of the paridng structure. Type M spec mix mortar used for placing . Minshew Bros; continued placing of reinforcing steel for beam constmction in elevated deck pour area # 2, observed bar size, grade, lap splice lengths, stinnips spacing & clearances. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.2; PS 5.2, beam schedule PS 4.1 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS la WAS NOT • Inspected in accordance wrth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WASD WAS NOT • N/A IS Performed in acconjance wtth DS/VOSPHD Project approved documents. cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner THE WORK INSPECTED MET El DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: Weather: overcast Temp: 77* lure of Special Inspector Matthew Japkson Certification I #;5pg66l )f4 49g :'' il •"TtS'' .fflnt piame 86 Verified by: ^'~r¥ lIMk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County Inland Empire 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkw/y., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 801 PemiitfiiBllfi222 DAILY INSPECTION REPORT DSA/CITY File # DSA/OSHPD Appl.*_ DSA/LEA* Report # 31 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspectbn. PROJECT NAME; Hitton Ocean Front Resort / Pari<ing Structure Date: f$J^8, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y b N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D. D. D. CEIUNG WIRE SPECS: YDND APPROVED SHOP DRAWING Y D N D AVAIUBLE APPROVED PLANS Y El N D DSA/OSHPD PROJECT APPROVED DOCUMENTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NOTOR^MATERIAL TEST REPORTS): A615 grade 60 reinforcing steeT 8' normal weight concrete masonry units, type M spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 3 masons, 2 tenders Minshew Bros Reinforcing Steel; continued placing of 1/2", 7 strand grade 270 post tension cables for 2"" level elevated deck beam constmction in pour area * 2. AREA, GRID LINES, PIECES INSPECTED: Obsen/ed the placing of 4'" lift, 8" CMU for exterior enclosure walls, stainvell * 9, Type M spec mix mortar used for placing. STRUCTURAL NOTES, DETAIL OR RFIS USED: masonry details, PS 2.0; PS 3.1; PS 3.2; PS 5.2; beam schedule PS-4.1 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WASH WAS NOT • ~=':~^--'-== Inspected in accordance wtth the requirements of the DS/V/OSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A IS Performed in accordance with DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET El DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: n/a Weather: overcast Temp: 67* cc Project Archttect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Signa Matthew Jackson of Special Inspector Pnrit-Nanle Certification #: 52^9001 X4 46 92 86 Verified bv: '^""''^ \^"' HEk Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 TcI; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 TcI: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway # I, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM CI0I9 Date Printed: 8/11/2011 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: * HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA CUent: WAVECREST RESORTS LLL Set No.: 11-00964 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/21/2011 3X3X6 9.00 19,000 2,110 N/A 28 8/11/2011 3X3X6 9.00 29,350 3,260 N/A 28 8/11/2011 3X3X6 9.00 28,600 3,180 N/A 28 8/11/2011 3X3X6 9.00 28,900 3,210 N/A Specified Strength: 3,000 PSI Sampled By: MATTHEW JACKSON Location: CMU WALL - GRID LINE C / 17 Concrete Supplier: HANSON AGGREGATE Mix No.: 3511501 Ticket No.: 412419 Water added at Site: 20.00 gaL By SCHWARTZ Cement Type: lEV Mix Time: 120 min. ASTMC172 Date Sampled: 7/14/2011 Date Received: 7/15/2011 Concrete Temp: 82 Ambient Temp: 70 °F ASTM C1064 °F ASTM C1064 Slump: 6.00 in. ASTM C143 Tested at: San Diego Remarks: Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 3220 PSl 28-day compression tesl complies wilh the specified strength. Corporate; 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Fenis Square, Suite C, 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 Branch; 44917 Golf Center Parkway # 1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-MORTAR ASTM C270 Date Printed: 8/9/201 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00958 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/19/2011 2X4 3.14 10,100 3,210 N/A 28 8/9/2011 2X4 3.14 12.880 4,100 N/A 28 8/9/2011 2X4 3.14 12,000 3,820 N/A 28 8/9/2011 2X4 3.14 12,460 3,970 N/A Specified Strength: 1,800 PSI Sampled By: MATTHEW JACKSON Location: 12" CMU WALL, GRID LINE C / 18 Concrete Supplier: SPECIFIED MIX Mix No.: TYPE S Ticket No.: Water added at Site: gal. By Cement Type: ll/V Mix Time: 4 min. ASTMC172 Date Sampled: 7/12/2011 Date Received: 7/14/2011 Concrete Temp: 70 Ambient Temp: 72 °F ASTM C1064 °F ASTM C1064 Slump: in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 3960 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; 6295 Fenis Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 925 18 TcI; (95 1) 653-4999 Fax; (95 I) 653-4666 Branch; 44917 Golf Cenler Parkway # 1, Indio, C A 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM CI0I9 Date Printed: 8/9/2011 CITY OFCARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9()87A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00959 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/19/2011 3X3X6 9.00 21.350 2,370 N/A 28 8/9/2011 3X3X6 9.00 29,950 3,330 N/A 28 8/9/2011 3X3X6 9.00 27,000 3,000 N/A 28 8/9/2011 3X3X6 9.00 30.100 3,340 N/A Specified Strength: 3,000 PSI Sampled By: MATTHEW JACKSON Location: 8" CMU CRASH WALL / SPANDREL. GRID LINE 19 / A.3 Concrete Supplier: HANSON AGGREGATE Mix No.: 3511501 Ticket No.: 411972 Water added at Site: 15.00 Cement Type: II/V ASTMC172 Date Sampled: 7/12/2011 Date Received: 7/14/2011 gal. By MASONRY CONTRACTOR Mix Time: 90 min. Concrete Temp: 82 Ambient Temp: °F ASTM C1064 °F ASTM C1064 Slump: 7 50 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 3220 PSI 28-day compression test complies wilh the specified sirength. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway BIdg 2A, Riverside, CA 92518 TcI; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway # 1, Indio, CA 9220i Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/8/201 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL A Set No.: 11-01055 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 8/8/2011 4X8 12.57 62,480 4,970 Cone 28 8/29/2011 4X8 12.57 28 8/29/2011 4X8 12.57 28 8/29/2011 4X8 12.57 28 H 8/29/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL I - COLUMN, GRID LINE A / 10 ASTMC172 Date Sampled: 8/1/2011 Date Received: 8/2/2011 Concrete Supplier: Mix No.: 5011500 Ticket No.: 414908 Water added at Site: Cement Type: II/V HANSON AGGREGATE gal. By Mix Time: 85 mm. Concrete Temp: 84 Ambient Temp: 72 "F ASTM C1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. A^ Eduardo Dizon, R.C.E. cm. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County Inland Empire 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 Ste.1 MTGL PROJECT*: 9087 B01 DAILY INSPECTION REPORT DS/VCITY File* DSA/OSHPD Appl. *_ DSA/LEA # ARCHITECT JWDA Archttectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure Report* 46 Pagel ofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME; Hilton Ocean Front Resort / Pari<ing Structure Date: August 5,, 2011 TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE la MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D. D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y K N D SOIL REPORT YDND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 2 masons, 2 tenders AREA, GRID LINES, PIECES INSPECTED: 2™ lift 8" CMU placed on the elevator control room walls at the level. Type M spec mix mortar used for placing. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS K WAS NOT • Inspected in accordance with the requirements of the DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A S Performed in accordance wtth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET E DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: Weather: sunny warm Temp: 78* cc Project Archttect Structural Engineer DSA Regional Office School Disirict Contractor Building Department Owner Sign Matthew Jackson ^r~rr\m r^ame Certification <l|:5j6906jX4 4fcg2„83 Verified by>»T ^—"^^ ' Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Dfego/lmperial County Inland Empire 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*; 9087 801 Pemnit * CB110227 DAILY INSPECTION REPORT DS/VCITY File * DSA/OSHPD Appl. *. DSA/LEA* Report*45 Pagelofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspectkin on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: August 2, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE E3 MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y D N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y K N D SPECS: YDND APPROVED SHOP DRAWING Y D N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" nonnal weight concrete masonry units type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 3 masons, 2 tenders AREA, GRID LINES, PIECES INSPECTED: Periodic inspection of the 1*' lift placing 8" CMU for elevator control room walls ( B& 19 line, on the f level. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS EI WAS NOT • Inspected in accordance wtth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A El Performed in accordance wtth DS/VOSPHD Project approved documents. THE WORK INSPECTED MET El DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: Weather: sunny warm Temp: 78* cc Project Archttect Structural Engineer DSA Regional Office School District Confractor Building Department Owner Matthew Jackson j^nnt Name Certification #f5269061 X4 49 92 86 Verified by.^ Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 801 Penntt * CB110227 DAILY INSPECTION REPORT DSA/CITY File* DS/VOSHPD Appl. *. DSA/LEA # Report#44 Pagelofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME; Hilton Ocean Front Resort / Pari<ing Structure Date: August 1, 2011 ARCHITECT JWDA Archttectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Sottec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / pari<ing structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE la MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOILREPORTYDND D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D. D. SPECS: Y D N D APPROVED SHOP DRAWING Y D N D AVAILABLE APPROVED PLANS Y H N D DSA/OSHPD PROJECT APPROVED DOCUMENTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT Na OR MATERIAL TEST REPORTS): Hanson 3/8" hard rock 5000psi concrete, mix design 5011500 CONTRACTORS EQUIPMENT/MANPOWER USED: Minshew Bros Reinforcing Steel; 2 men completed the stressing of beams & temperature tendons using calibrated ram & gauge combo # 370. Elongation were recorded for evaluation by the stmctural engineer of record AREA, GRID LINES, PIECES INSPECTED: Obsen/ed & verified the delivery & placing of 5 yards, 5000psi concrete for (6) 1st level columns on A line 10 thm 15 line. Placed by clam shell bucket lift, consolidated with mechanical vibration. Sample & test; 1 set of (5) 4" x 8" cylinders cast forf compressive strength testing. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS Ei WAS NOT • Inspected in accordance wtth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS El WAS NOT • N/A • Performed in accordance with DS/VOSPHD Project approved documents. cc Project Archttect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET B DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: 1 set of (5) 4" x 8" cylinders Weather: sunny warm Temp: 76* Matthew J§ckson 1 - ' ,. pnnt Name Certification #.,5i!69g61 X4 40 92 8|_ Verified bv: / Eimk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 801 Permit «CiB 110227 ^ Report * 27 Page 1 of 1 DAILY INSPECTION REPORT DS/VCITY File # DS/VOSHPD Appl. #. DS/VLEA * Special Inspection Reports must be distributed to the parties listed below within 14 days of fhe inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the jnspection. PROJECT NAME: Hilton Ocean Front Resort / Parking Structure Date: July 1, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED 1:30pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carisbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE la CONCRETE S MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y Ei N • SOIL REPORT Y D N D SPECS: YD ND APPROVED SHOP DRAWING Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Hanson 2511501, 2500psi 3/8" hard rock CONTRACTORS EQUIPMENT/MANPOWER USED; Schwartz Masonry worked 5 men AREA, GRID LINES, PIECES INSPECTED: Obsen/e & verify the delivery & placing of 18 yards 2500psi grout in 8" CMU. Supplied by Hanson, placed by small rock pump, and consolidated twice w/ mechanical vibration @ the following locafions: f level ramp walls on A & B btwn 6 & 16; Ramp head wal on 6 line btwn A&B; 2™ lift @ electrical room 5.5 & A line; 8" free standing spandrel / crash wall on A line btwn 16 & 18. STRUCTURAL NOTES, DETAIL OR RFIS USED: Sample & test; cast 1 set of (4) 3" x 6" grout samples for compressive strength testing REMARKS, INCLUDING MEETINGS: Reinforced concrete, post tension concrete, & reinforced masonry construction are on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS 13 WAS NOT • Inspected in accordance wrth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS 13 WAS NOT • N/A • Performed in accordance wtth DS/VOSPHD Project approved documents. THE WORK INSPECTED MET M DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: 1 set of (4) S" X 6" grout Weather: clear sunny Temp: 70* cc Project Archttect Contractor Structural Engineer Building Department DSA Regional Office Owner School District Signature of Special Inspector Matthew Jackson pnnt Name Certification #:ICC 5269061 X4 49 92 86 Verified by:_ Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County Inland Empire 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 GolfCenler Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT#: 9087 B01 Pemiit # 110227 t Report*26 Pagelofi DAILY INSPECTION REPORT DS/VCITY File* DSA/OSHPD Appl. *. DSA/LEA # Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hitton Ocean Front Resort / Paricing Structure Date: June 30, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Siructural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacttic Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE D MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y !• N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D. SPECS: Y D N D APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PUNS YDND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 rerinforcing steel 8" nonnal weight CMU, type S spec mix mortar. CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz masonry 3 masons, 2 tenders. AREA, GRID LINES, PIECES INSPECTED: 1" lift 8" CMU 1 line @ 8; elevator control room. 2"" lift 8" CMU placed for electrical room @ 5.5 & A lines. STRUCTURAL NOTES, DETAIL OR RFIS USED: Elevator Control room, non bearing CMU wall on SOG 12/ PS-5.1, electrical room 12/ PS-3.2 REMARKS, INCLUDING MEETINGS: reinforced concrete, posttension concrete, & reinforced masonry constmction nis on going REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS K WAS NOT • Inspected in accordance wrth the requirements ofthe DS/VOSPHD Projecf approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A IS Performed in accordance wtth DSA/OSPHD Project approved documents. cc Project Archttect Structural Engineer DSA Regional Office School District Contractor Building Department Owner THE WORK INSPECTED MET S DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: no Weather: sunny clear Temp: 72* Sig^ttjife of Special Inspector Matthew Jackson pnnt Name Certification Verified b' HMk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispalch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax; 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT MTGL PROJECT*: 9087 BOI Pemitt #Wt0227» Report#25 Pagelofi Special Inspection Reports must be distributed to the parties listed Ijelow within 14 days of the inspection. Reports of non-compliant condifions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspectbn. DSA/CITY File* DS/VOSHPD Appl *. DS/VLEA* PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date; June 29, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE la CONCRETE IS MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y D N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEIUNG WIRE D. D. D. SPECS: Y D N D APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y la N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Hanson 4033504, 4000psi 8" high strength CMU wl type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry 3 masons, 2 tenders, finished placing of 2"° lift constmction of level 1 ramp side walls on A & B, from 6 to 16 lines. Type S spec used. AREA, GRID LINES, PIECES INSPECTED: Observe & verify the delivery & placing of 315 yards, Hanson, 4033504, 4000psi 1" hard rock concrete for level 1 slab on grade constmction btwn A&C, from 1 to 10.5 lines. Placed by Merii Concrete Pump 47 meter pump, mechanically consolidated and machine finished by Cleanline Concrete. Sample & test; 3 sets of (5) 4" X 8" cylinders were cast for compresive strength testing. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, post tension concrete, & reinforced masonry constmction are on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS EI WAS NOT • Inspected in accordance wtth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS 13 WAS NOT • N/A • Performed in accordance wrth DS/VOSPHD Project approved documents. cc Project Archttect Structural Engineer DSA Regional Office School District Contractor Building Department Owner THE WORK INSPECTED MET El DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: 3 sets of (5) 4" X 8" cylinders Weather: clear breezy Temp: 70* of Special Inspector Matthew Jackson fiHot Name Certification Verified by:_ \mk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperiai County inland Empire 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 indio 44917 Golf Center Pkw/y., Sle.l Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT MTGL PROJECT*: 9087 801 Pemiit #^&Jlfi227_* Report*24 Pagelofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. DSA/CITY File* DSA/OSHPD Appl. #. DS/VLEA * PROJECT NAME: Hilton Ocean Front Resort / Parking Structure Date: June 28, 2011 ARCHITECT JWDA Architectas TIME ARRIVED TIME DEPARTED ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTF!ACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE Kl reinf sti D. D. TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE H CONCRETE IEI MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y !• N D SPECS: Y D N D APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y la N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing 8" CMU high strength block, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry 3 masons, 2 tenders, periodic inspection of continued placing 2"'' lift high strength CMU for level 1 ramp side wall on 8 line from 6 to 16 AREA, GRID LINES, PIECES INSPECTED: Inspect reinfon:ing steel placed for slab on grade constmction btwn A&C lines, from 1 to 10.5 lines. Obsen/ed tops of footings to be clean of all dirt, and forgien debris STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, post tension concrete, and reinforced masony constmction are on going REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS El WAS NOT • Inspected in accordance wrth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A 13 Performed in accordance with DS/VOSPHD Project approved documents. Project Archrtect Structural Engineer DSA Regional Office School District Contractor Building Departmeni Owner THE WORK INSPECTED MET El DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: no Weather: overcast Temp: 69* Certification #:ICi Verified by: Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/imperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 indio 44917 GolfCenler Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Pemitt #jgB 110227^ DAILY INSPECTION REPORT DSA/CITY File* DSA/OSHPD Appl. #. DS/VLEA* Report*23 Pagel ofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection PROJECT NAME: Hilton Ocean Front Resort / Parking Structure Date: June 27, 2011 ARCHITECT JWDA Archrtectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Sottec Pacttic SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE D CEILING WIRE D D n TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL IS MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y Ei N D SOIL REPORT Y D N D SPECS: YDND APPROVED SHOP DRAWING Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry 4 masons, 2 tenders AREA, GRID LINES, PIECES INSPECTED: 2nd lift of 8" CMU placed on 6 line btwn A & 8 for ramp head wall, and ramp side wall on 8 line btwn 6 & 10 lines. Type S spec mix mortar used. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET K DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: no THE WORK WAS K WAS NOT • Inspected in accordance wtth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT 13 N/AD Performed in accordance wtth DS/VOSPHD Project approved documents. Weather: mostly cloudy Project Archttect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Temp: 70* future of Special Inspector Matthew Jackson Certification #: Verified by: [yllOk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperiai County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT MTGL PROJECT*: 9087 B01 Pemiit # 9^110227 * Report * 22 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below within 14 days ofthe inspection. Reports of non-compliant conditions musl be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. DSA/CITY File* DSA/OSHPD Appl. #_ DS/VLEA* PROJECT NAME: Hilton Ocean Front Resort / Paridng Structure Date: June 24, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED 4pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacttic Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure D MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE SOIL REPORT YDND D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D. D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Hanson, mix design 2511501, 2500psi 3/8" grout CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: Observe & verify the delivery & placing of 29.25 yards Hanson 2511501, 2500psi grout for 1st lift 8" CMU constmction on A line from 4 to 10, ramp head wall on 6 line btwn A&B; ramp side wall on B line from to 11 line, C line 4 to 11 lines, placed by pump & consolidated wl mechanical vibration sampled & tested; 1 set of (4) 3" X 6" grout papers cast for compressive strength testing STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, post tension concrete, & reinforced masonry constmction are on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS El WAS NOT • Inspected in accordance wrth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS K WAS NOT • N/A • Performed in accordance with DSA/OSPHD Project approved documents. cc Project Architect Contractor Stnjctural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET 13 DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: 1 set of (4) Weather: overcast Temp: 69* re of Special Inspector Matthew Jackson pnnt Name Certification #:ICC 5269061 X4 49 92 86 Verified by:. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel; 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperiai County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT MTGL PROJECT*: 9087 801 Pemiit t C6119227 ' Report* ^Pagelofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special Inspector conducting the inspection. DSA/CITY File* DS/VOSHPD Appl. #. DSA/LEA* PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: June 23, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE K MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT YDND • FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D. D. SPECS; YDND APPROVED SHOP DRAWING Y D N D AVAILABLE APPROVED PLANS Y 13 N D DS/VOSHPD PROJECT APPROVED DOCUMENTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 Grade 60 reinforcing steel RCP 8" concrete masonry units / nonnal weight; type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry 3 masons, 2 tenders AREA, GRID LINES, PIECES INSPECTED: Continued placing of 1" lift 8" CMU on A line btwn 8 & 12 line; ramp side wall on 8 line from 10 to 14; type S spec mix mortar used for placing. Continued grading for slab on grade constmction. STRUCTURAL NOTES, DETAIL OR RFIS USED: Reinforcing details 8 / PS-5..1; 1 & 4 / PS-5.2 REMARKS, INCLUDING MEETINGS: reinforced concrete, post tension concrete, & reinforced masonry constmction are on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS K WAS NOT • Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WASD WAS NOT • N/A ^ Performed in accordance with DSA/OSPHD Project approved documents. cc Project Archrtect Structural Engineer DSA Regional Office School District Contractor Building Department Owner THE WORK INSPECTED MET BT)ID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: Weather: overcast Temp: 69* •eofSpecial Inspector Matthew Jackson pnnt Name Certification #:1CC 5269061 X4 49 92 86 Verified by:. Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT MTGL PROJECT*: 9087 B01 Pemiit *CB 110227 * Report #20 Pagel ofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. DSA/CITY File* DSA/OSHPD Appl. #. DS/VLEA # PROJECT NAME; Hilfon Ocean Front Resori / Paricing Strucfure Date: June 22, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacttic SUB CONTRACTOR Pacific Structures/ Schwartz INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE K MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y D N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D. D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel RCP 8" normal weight concrete masonry units, type S mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry 3 masons, 1 tender AREA, GRID LINES, PIECES INSPECTED: Continued placing of 8" CMU 1^' lift construction on C line btwn 6 & 10.5; A line 8 to 11 line. Type S spec mix mortar used for placing. Sample & test, 1 set of (4) 2" X 4" mortar cylinders cast for compressive strength testing Continued grading for slab on grade constmction. STRUCTURAL NOTES, DETAIL OR RFIS USED: Reinforcing details 8 / PS-5..1; 1 & 4 / PS-5.2 REMARKS, INCLUDING MEETINGS: reinforced concrete, post tension concrete, & reinforced masonry construction are on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS 0^WAS NOT • Inspected in accordance wrth the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS B^WAS NOT • N/AD Performed in accordance wrth DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED METS^DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: / c;cy TV/^?^^ S <^g/g ?W/g Weather: Temp: cc Project Archrtect Structural Engineer DSA Regional Office School District Contractor Building Department Owner of Special Inspector Matthew Jackson pnnt Name Certification #:ICC 5269061 X4 49 92 86 Verified by:_ mk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/imperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax; 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Pemitt * m 110227 DAILY INSPECTION REPORT Report * 19 Page 1 of 1 DS/VCITY File*_ DS/VOSHPD Appl. *. DS/VLEA* Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspeclion. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special Inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: June 21, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures/ Schwartz INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / paricing structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE la MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y D N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D. D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAIUVBLE APPROVED PLANS YDND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): RCP 8" CMU nonnal weight block, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: Confinued placing of f lift 8" CMU along 8 ling for ramp side watt btwn 6 & 10 lines. 1" Uft 8" CMU placing along C line btwn 6 7 10.5. Type S mortar used for placing. Masonry constmction at the parking stmcture is on going. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 3 & 4 sheet 3.2, 1 / PS-5.2 REMARKS, INCLUDING MEETINGS: reinforced concrete, post tension concrete, & reinforced masonry constmction are on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS [3 WAS NOT • Inspected in accordance wrth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A El Performed in accordance wtth DS/VOSPHD Project approved documents. THE WORK INSPECTED MET !3 DID NOT MEET • The requirements of the DS/VOSPHD Project approved documenls. Samples taken: n/a Weather: clear sunny cc Project Archttect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Sign Matthew Jackson of Special Inspector Verified by: mk Corporate San Diego/Imperial County 2992 E La Palma Ave. Ste. A 6295 Fems Square Ste. C Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 inland Empire 14467 Meridian Pkw/y., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 801 Pennit * 10227 DAILY INSPECTION REPORT DS/VCITY File* DSA/OSHPD Appl.*. DSA/LEA* Report * 18 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hitton Ocean Front Resort / Paricing Structure Date: June 20, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures Schwartz Ma INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / paricing structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE 13 CONCRETE El MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y b N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y H N D SPECS: YDND APPROVED SHOP DRAWING Y D N D MATERIALS USED 8Y CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): RCP 8" CMU nomial weight Type S spec mix mortar; 5000psi 3/8" hard rock concrete, Hanson 5011500 CONTRACTORS EQUIPMENT/MANPOWER USED: Small rock, single axle trailer pump AREA, GRID LINES, PIECES INSPECTED: Confinued placing of 1"' lift 8" CMU for ufility nn on A to a.3 btwn 5.5 & 6, 1"' level ramp head wall on 6 line btwn A & B, & ramp side wall on 8 line from 6 to 10 line. Observed & verified the delivery & placing of 10 yards 5000psi concrete for (7) 1" level columns @ A line 17 & 18; 19 line A3, A6, 8, 83; B & 18. Placed by pump & consolidated wl mechanical vibration. Sample & test, 1 set of (5) 4"x8" cylinders STRUCTURAL NOTES, DETAIL OR RFIS USED: cast for compressive strength tesfing. REMARKS, INCLUDING MEETINGS: Reinforced concrete, post tension concrete, & reinforced masonry constmction are on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS El WAS NOT • Inspected in accordance wrth the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS K WAS NOT • N/A • Performed in accordance wtth DS/VOSPHD Project approved documents. cc Project Archttect Contractor Stmctural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET 13 DID NOT MEET • The requirements of the DS/VOSPHD Project approved documents. Samples taken: 1 set of (5) 4"x8" cylinders Weather: clear sunny Temp: 70* Certification #: Verified by Corporate: 2992 E. La Palnia Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Mendian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951)653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/6/2011 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A0I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00903 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/6/2011 4X8 12.57 37,780 3,010 Cone 28 7/27/2011 4X8 12.57 28 7/27/2011 4X8 12.57 28 7/27/2011 4X8 12.57 28 H 7/27/2011 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL I - SLAB ON GRADE, GRID LINE A / I Concrete Supplier: HANSON AGGREGATE Mix No.: 4033504 Ticket No.: 410294 Water added at Site: 10.00 gaL By FINISHER Cement Type: Mix Time: 59 min. ASTMC172 Date Sampled: 6/29/2011 Date Received: 6/30/201 Concrete Temp: 77 Ambient Temp: 68 °F ASTM C1064 °F ASTM Cl()64 Slump: 5 50 in. ASTM C143 Tested at: San Diego Remarks: 1»ERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. im Corporate; 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92I2I 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 Branch: 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/6/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A0I Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00904 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/6/2011 4X8 12.57 37,880 3,010 Cone 28 7/27/2011 4X8 12.57 28 7/27/2011 4X8 12.57 28 7/27/2011 4X8 12.57 28 H 7/27/2011 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 1 - SLAB ON GRADE, GRID LINE B / 7 ASTMC172 Date Sampled: 6/29/2011 Date Received: 6/30/2011 Concrete Supplier: Mix No.: 4033504 Ticket No.: 410362 Water added at Site: Cement Type: lEV HANSON AGGREGATE 15.00 gaL By FINISHER Mix Time: 55 Concrete Temp: 77 Ambient Temp: 70 °F ASTM C1064 °F ASTM C1064 Slump: 6 00 in. ASTM C143 Tested at: San Diego Remarks: PERMI-fttCBl 10227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch: 6295 Ferris Square, Suite C, 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 Branch: 44917 Golf Center Parkway # I, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/6/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Perinit No.: SEEREMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00897 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/5/2011 4X8 12.57 52,080 4,140 Cone 28 7/26/2011 4X8 12.57 28 7/26/2011 4X8 12.57 28 7/26/2011 4X8 12.57 28 H 7/26/2011 4X8 12.57 Specified Strength: 3,000 PSI Sampled By: MATTHEW JACKSON ASTM C172 Date Sampled: 6/28/2011 Date Received: 6/29/2011 Location: SLAB ON GRADE - BASEMENT LEVEL, QUADRANT B - GRID LINE M / 6.5 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 62321 Ticket No.: Water added at Site: 10.00 gaL By PUMPER Cement Type: lEV Mix Time: 50 Concrete Temp: 78 Ambient Temp: 65 °F ASTM C1064 °F ASTM C1064 Slump: 4 50 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, 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 Branch; 44917 Golf Center Parkway # I, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/6/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Perniit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00898 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/5/2011 4X8 12.57 48,490 3,860 Cone 28 7/26/2011 4X8 12.57 28 7/26/2011 4X8 12.57 28 7/26/2011 4X8 12.57 28 H 7/26/2011 4X8 12.57 Specified Strength: 3,000 PSI Sampled By: MATTHEW JACKSON ASTM C172 Date Sampled: 6/28/2011 Date Received: 6/29/201 Location: SLAB ON GRADE - BASEMENT LEVEL, QUADRANT B - GRID LINE C / 11 Concrete Supplier: Mix No.: 62321 Ticket No.: 7629721 Water added at Site: Cement Type: II/V ROBERTSON'S READY MIX 10.00 gal. By PUMPER Mix Time: 60 Concrete Temp: 75 Ambient Temp: 68 °F ASTM C1064 °F ASTM C1064 Slump: 62,321.0 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 f Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. Corporate: 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel; (714)632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, 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 Branch; 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 7/6/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00884 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/I/20II 3X3X6 9.00 24,800 2,760 N/A 28 7/22/2011 3X3X6 9.00 28 7/22/2011 3X3X6 9.00 28 7/22/2011 3X3X6 9.00 28 H 7/22/2011 3X3X6 9.00 Specified Strength: 2,500 PSI Sampled By: MATTHEW JACKSON Location: CMU WALL - GRID LINE A / 5 Concrete Supplier: HANSON AGGREGATE Mix No.: 2511501 Ticket No.: 409607 Water added at Site: gal. By Cement Type: Mix Time: 60 min. ASTMC172 Date Sampled: 6/24/2011 Date Received: 6/27/2011 Concrete Temp: 75 Ambient Temp: 65 °F ASTM C1064 °F ASTM C1064 Slump: 7.00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporate; 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suile C, San Diego, CA 92I2I 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 Branch: 44917 Golf Cenler Parkway # I, Indio, CA 92201 Tel: (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-MORTAR ASTM C270 Date Printed: 7/1/2011 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00874 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 6/29/2011 2X4 3.14 6,400 2,040 N/A 28 7/20/2011 2X4 3.14 28 7/20/2011 2X4 3.14 28 7/20/2011 2X4 3.14 Specified Strength: 1,800 PSI Sampled By: MATTHEW JACKSON Location: 8 " CMU WALL - GRID LINE C / 9 Concrete Supplier: SPECIFIED MIX Mix No.: TYPE S Ticket No.: Water added at Site: gal. By Cement Type: Mix Time: 5 min. ASTMCI72 Date Sampled: 6/22/2011 Date Received: 6/24/2011 Concrete Temp: 75 Ambient Temp: 70 °F ASTM C1064 "F ASTM C1064 Slump: in. ASTM C143 Tested at: San Dicgo Remarks: Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. J I mk Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch: 6295 Ferris Square, Suite C, 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 Branch; 44917 GolfCenler Parkway # I, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/8/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00806 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 6/16/2011 4X8 12.57 40,200 3,200 Shear 28 7/7/2011 4X8 12.57 56,120 4,470 Cone 28 7/7/2011 4X8 12.57 58,500 4,660 Cone 28 7/7/2011 4X8 12.57 57,230 4,550 Cone 28 H 7/7/2011 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: GRADE BEAM - GRID LINE B / 17 ASTMC172 Date Sampled: 6/9/2011 Date Received: 6/10/2011 Concrete Supplier: Mix No.: 4033504 Ticket No.: 407152 Water added at Site: Cement Type: ll/V HANSON AGGREGATE gal. By Mix Time: 60 Concrete Temp: 80 Ambient Temp: 65 °F ASTM C1064 °F ASTMCI064 Slump: 4 50 in. ASTM C143 Tested at: San Diego Remarks: Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. A^ Eduardo Dizon, R.C.E. 4560 PSI 28-day compression tesl complies wilh the specified strength. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suile C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Mendian Parkway BIdg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway # 1, Indio, C A 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/6/2011 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A0I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00787 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 6/10/2011 4X8 12.57 39,590 3,150 Cone 28 7/1/2011 4X8 12.57 57,080 4,540 Cone 28 7/I/20II 4X8 12.57 59,130 4,710 Cone 28 7/1/2011 4X8 12.57 55,100 4,380 Cone 28 H 7/1/2011 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: GRADE BEAM - GRID LINE B / 2 Concrete Supplier: HANSON AGGREGATE Mix No.: 4033504 Ticket No.: 406144 Water added at Site: gal. By Cement Type: II/V Mix Time: 45 min. ASTMC172 Date Sampled: 6/3/2011 Date Received: 6/7/20II Concrete Temp: 74 Ambient Temp: 69 °F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 4540 PSl 28-day compression test complies with the specified strength. Corporale: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, 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 Branch; 44917 Golf Center Parkway # I, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/6/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087AO I Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL A Set No.: 11-00788 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 6/10/2011 4X8 12.57 43,010 3,420 Shear 28 7/1/2011 4X8 12.57 61,610 4,900 Cone 28 7/1/2011 4X8 12.57 63,940 5,090 Cone 28 7/I/20II 4X8 12.57 62,500 4,970 Cone 28 H 7/1/2011 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: GRADE BEAM - GRID LINE A / 13 ASTMCI72 Date Sampled: 6/3/2011 Date Received: 6/7/2011 Concrete Supplier: Mix No.: 4033504 Ticket No.: 406279 Water added at Site: Cement Type: II/V HANSON AGGREGATE 10.00 gaL By PLANT Mix Time: Concrete Temp: 78 Ambient Temp: 69 "F ASTM C1064 "F ASTM C1064 58 Slump: 4.50 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 4990 PSI 28-day compression test complies with the specified strength. mk Corporate; 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch: 6295 Fenis Square, Suite C, San Diego, CA 92121 TcI; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway # 1, Indio, C A 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/1/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 908 7AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA CHent: WAVECREST RESORTS LLL Set No.: 11-00578 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 6/9/2011 4X8 12.57 51,660 4,110 Shear 28 6/30/2011 4X8 12.57 71,350 5,680 Cone 28 6/30/2011 4X8 12.57 73,320 5,830 Cone 28 6/30/2011 4X8 12.57 72,600 5,780 Cone 28 H 6/30/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATT JACKSON Location: LEVEL 1 - COLUMN, GRID LINE A.3 ASTMC172 Date Sampled: 6/2/2011 Date Received: 6/3/201 Concrete Supplier: Mix No.: 5011500 Ticket No.: 406022 Water added at Site: Cement Type: HANSON AGGREGATE gal. By Mix Time: 44 Concrete Temp: 82 Ambient Temp: 69 °F ASTM C1064 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: San Diego Remarks: Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 5760 PSI 28-day compression test complies with the specified strength. ifc—Ik Coiporate: 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Fenis Square, Suile C, San Diego, CA 92121 TcI; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Mendian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Cenler Parkway # 1, Indio, CA 92201 TcI; (760) 342-4677 Fax; (760) .342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 6/29/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: JllLTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL A Set No.: 11 -00849 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 6/27/2011 4X8 12.57 49,970 3,980 Cone 28 7/18/2011 4X8 12.57 28 7/18/2011 4X8 12.57 28 7/18/2011 4X8 12.57 28 H 7/18/201 1 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 1 - COLUMN, GRID LINE A / 18 Concrete Supplier: HANSON AGGREGATE Mix No.: 5011500 Ticket No.: Water added at Site: 10.00 gaL By PUMPER Cement Type: II/V Mix Time: 62 niin. ASTM C172 Date Sampled: 6/20/2011 Date Received: 6/21/2011 Concrete Temp: 80 Ambient Temp: 70 °F ASTM C1064 °F ASTM C1064 Slump: 6 00 in. ASTM C143 Tested at: San Dicgo Remarks: |pRMlT#CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporate; 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Fenis Square, Suile C, 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 Branch; 44917 GolfCenler Parkway # 1, Indio, CA 92201 Tel: (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 6/29/201 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD. CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00570 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 6/3/2011 4X8 12.57 40,440 3,220 Cone 28 6/24/2011 4X8 12.57 56,630 4,510 Cone 28 6/24/2011 4X8 12.57 52,240 4,160 Cone 28 6/24/2011 4X8 12.57 51,670 4,110 Cone 28 H 6/24/2011 4X8 12.57 Specified Strength: 4,000 PSI Sampled By MATT JACKSON Location: GRADE BEAM - GRID LINE C / 3 Concrete Supplier: HANSON AGGREGATE Mix No.: 4033504 Ticket No.: 405381 Water added at Site: gal. By Cement Type: II/V Mix Time: 60 mii ASTMC172 Date Sampled: 5/27/2011 Date Received: 6/3/2011 Concrete Temp: 80 Ambient Temp: 72 °F ASTM C1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 4260 PSI 28-day compression test complies with the specified sirength. V ."' wBm. Corporale; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Fenis Square, Suile C, 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 Branch; 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 6/29/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00569 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 6/3/2011 4X8 12.57 41,660 3,320 Shear 28 6/24/2011 4X8 12.57 55,490 4,420 Cone 28 6/24/2011 4X8 12.57 57,060 4,540 Cone 28 6/24/2011 4X8 12.57 58,100 4,620 Cone 28 H 6/24/2011 4X8 12.57 Specified Strength: 4,000 PSI Sampled By MATT JACKSON Location: GRADE BEAM - GRID LINE B / 8 Concrete Supplier: HANSON AGGREGATE Mix No.: 4033504 Ticket No.: 405299 Water added at Site: 11.00 gaL By Cement Type: II/V Mix Time: 63 mil ASTMC172 Date Sampled: 5/27/2011 Date Received: 6/3/2011 Concrete Temp: 76 Ambient Temp: 68 °F ASTM C1064 T ASTM C1064 Slump: 4 50 in. ASTM C143 Tested at: San Diego Remarks: IWMIT#CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 4530 PSl 28-day compression test complies with the specified strenglh. mk Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Fenis Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 TcI; (951) 653-4999 Fax: (951) 653-4666 Branch; 44917 Golf Cenler Parkway # 1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 6/24/201 CITY OE CARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: ltt,TOI> CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00839 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 6/23/2011 4X8 12.57 50,430 4,010 Cone 28 7/14/2011 4X8 12.57 28 7/14/2011 4X8 12.57 28 7/14/2011 4X8 12.57 28 H 7/14/2011 4X8 12.57 Specified Strength: 5,000 PSI Sampled By MATTHEW JACKSON Location: LEVEL I - COLUMN, GRID LINE C / 12 ASTMC172 Date Sampled: 6/16/2011 Date Received: 6/17/201 Concrete Supplier: Mix No.: 5011500 Ticket No.: 408340 Water added at Site: Cement Type: HANSON AGGREGATE gal. By Mix Time: 80 Concrete Temp: 82 Ambient Temp: 69 °F ASTM C1064 °F ASTM C1064 Slump: 5.50 in. ASTM C143 Tested at: San Diego Remarks: ILRMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Coiporale: 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Fenis Square. Suile C, San Diego, CA 92121 Tel; (858) 537 .3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (95 1) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Cenler Parkway #1, Indio, CA 92201 TcI; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Dale Printed: 6/21/2011 CITY OFCARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A0I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA CHent: WAVECREST RESORTS LLL Set No.: 11-00824 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 6/21/2011 4X8 12.57 44,020 3,500 Cone 28 7/12/2011 4X8 12.57 28 7/12/2011 4X8 12.57 28 7/12/2011 4X8 12.57 28 H 7/12/2011 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: GRADE BEAM FOOTING - GRID LINE C / 12 ASTM C172 Date Sampled: 6/14/2011 Date Received: 6/15/201 Concrete Supplier: Mix No.: 4033504 Ticket No.: 407804 Water added at Site: Cement Type: II/V HANSON AGGREGATE gal. By Mix Time: 69 Concrete Temp: 80 Ambient Temp: 67 "F ASTM C1064 "F ASTM C1064 Slump: 4 50 in. ASTM C143 Tested at: San Diego Remarks: **ERMIT#CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. Corporale; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Fenis Square, Suile C, 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 Branch; 44917 Golf Cenler Parkway #1, Indio, CA 92201 TcI; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM CI0I9 Date Printed: 6/21/2011 CITY OFCARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD. CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00536 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 5/31/2011 3X3X6 9.29 20,400 2,200 N/A 28 6/21/2011 3X3X6 9.15 30,750 3,360 N/A 28 6/21/2011 3X3X6 9.00 28,000 3,110 N/A 28 H 6/21/2011 3X3X6 9.00 27.500 3,060 N/A Specified Strength: 2,500 PSI Sampled By: MATT JACKSON Location: CMU PARTITION WALL, BASEMENT LEVEL - GRID LINE I l.l Concrete Supplier: HANSON AGGREGATE Mix No.: 2511501 Ticket No.: 404445 Water added at Site: 10.00 gaL By Cement Type: II/V Mix Time: 80 min. ASTMC172 Date Sampled: 5/24/2011 Date Received: 5/26/2011 Concrete Temp: 70 "F ASTM C1064 Ambient Temp: 62 "F ASTM C1064 Slump: 7 50 in. ASTM C143 Tested at: San Diego Remarks: Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OE CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 3180 PSI 28-day compression ic.sl complies wilh the specified slrengih. • Corporale; 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Fenis Square. Suile C, San Dicgo, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Mendian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax: (95 1) 653-4666 Branch; 44917 GolfCenler Parkway # I, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-MORTAR ASTM C270 Date Printed: 6/20/201 CITY OFCARLSBAD-BLDG INSPECTION DEPT. 1635 EARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA CHent: WAVECREST RESORTS LLL Set No.: 11-00810 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 6/17/2011 2X4 3.14 11.120 3,540 N/A 28 7/8/2011 2X4 3.14 28 7/8/2011 2X4 3.14 28 7/8/2011 2X4 3.14 Specified Strength: 1,800 PSI Sampled By: MATT JACKSON Location: CMU WALL - GRID LINE C / 3 ASTMC172 Date Sampled: 6/10/2011 Date Received: 6/13/201 Concrete Supplier: Mix No.: TYPE S Ticket No.: Water added at Site: Cement Type: II/V SPECIFIED MIX gaL By Mix Time: 5 Concrete Temp: 69 Ambient Temp: 68 "F ASTM C1064 "F ASTM C1064 Slump: in. ASTM C143 Tested at: San Diego Remarks: 1ST LIFT PERMIT #CB 110227 , Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 9516534666 Line 1 12:41:31 p.m. 04-01-2011 1 /I www.mtglinc.com IV1T(3L Project*: Pcffnit ^ Report Corporate: 2992E. La Palma Ave. Stfl. A Anaheim, CA 92806 TBI: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diesfl/imparial County 6295 Ferris Square, Suite C San DiaQO, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Te!: 951.653,4999 Fax: 951,653,4666 Dispatch; 800,491,2990 «^^m DSA/CITY Rle #: Indlo: 44917 Golf Centsr Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 ' Fax: 760.342.4525 Dispatch: 800.491.2990 OF. DS/VOSHPD APPL ^ DSA/LEA#: , Special Inspection Reports must be distributed to the parties listed below within 14 days of the Inspection. Reports of non-compliant conditions must be distribuied immediately. Separata reports shall be prepared for oach typo of spocial inspection, on a daily basis. Each report shall bo completed and signod by tho special inspector conducting llio Inspection. PROJECTNAME ^ BrMfYPCT » OATE IiT' If ARCHITECT im ,—» -J TIME ARRIVED TIME DEPARTED lEEa f—, -J CONTBACTCn ^ . . 1^ CJ. O _ P '--^ TRAVELTIME LUNCH TIME SUB CONTI INSPECTION ADDHESS ' ~ ADDRESS OF fHOJECT <^-L TYPEOFINSPECTIOM • ENGlwe£RED FILL • FOUNDATION • BACKFILL • BATCH PLANT • PT CONCRETE • SHOTCRETE n CONCRETE S'MASONRY • HIGH STFlENSTH BOLTING • WELDING • SHOP WELD • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • MOESHOP • CEILING WIRE • _______ • • DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE; • APPROVED PLANS YW ND SOIL REPORT YD ND SPECS: ND APPROVED SHOP DRAWING YD ND ifmum i iittn BY rnnrHflrTon (IHCLUDE nmAiiLH HLHURI WU. UII WI tniALTCOT ncnonTS): _ w fininiiNFSiPiiiffs MSPFnTED: ^ . , ' , , , i i umt ^wtunAL iiOTiii:i mjl, In nff64>sED: ^ _ , i A /^ ^ , if. ^ REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE; THE WORK WASS^ WAS NOT D Inspected in accordance with the requirements of the DSA/OSHPO/PROJECT approveridocumonts. MATEHIALSAMPUKG WASH WASNOTD N/AD Perlormed in accordance with uSA/OSHPD/PROJEGT approved dociiments, cc Projoct Arctiitect Contractor Siructural Engineer Building Departmeni. DSA Reflional Office Owner School District THE WORK mSPECTED METIS DID NOT MEETD The reriuirementsof the DSA/OSHPD/pROJECT approved documents. Samples laksn: f-^'Or / ^ ^fao iatfiBt: tr)L> t r Ci frin Signatyre of Spedal Inspector Cenilication i rint Name Verified bv: mk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San DIego/lmperial County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 India, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT#: 9087 BOI Pettm*Q9m0 i DAILY INSPECTION REPORT DSA/CITY File # DSA/OSHPD Appl. #, DSA/LEA # Report#17 Pagelofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall lie completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Parking Structure Date: June 17, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 10am TIME DEPARTED 12pm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE H CONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE Kl rgjnf SPECS: YDND APPROVED SHOP DRAWING Y • N • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y El N • SOIL REPORT Y • N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: Inspect prefabricated (6) reinforcing steel cages priorto the closing of forms on A line 17 & 18,19 line A3, A6, B, B3. Observed splice lengths, footing cleaned, tie spacing, and clearances to be in general compliance with the approved plans & specifications. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, post tension cocrete, and reinforced masonry constmction are on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS ^ WAS NOT • Inspected in accordance with the requirements of the DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS • WASNOTD N/A K Performed in accordance with DSA/OSPHD Project approved documents. THE WORK INSPECTED MET gl DID NOT MEET • The requirements ofthe DSA/OSPHD Project approved documents. Samples taken: no Weather: overcast Temp: 68* cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner y/ Knnt Name Certification #:I(SC 52690&f7;r*9 92 86 Verified by:fyitj.^^^^-^ J Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperlal County 6295 Fen-is Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT#: 9087 B01 Permit 110227 * DAILY INSPECTION REPORT DSA/CITY File # DSA/OSHPD Appl. #. DSA/LEA # Report # 16 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting lhe inspection. PROJECT NAME: Hilton Ocean Front Resort / Parking Structure Date: June 16, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 11:30am TIME DEPARTED 3:30pm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE K CONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING VWRE • • • DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y K N • SOIL REPORT Y • N • SPECS: Y • N • APPROVED SHOP DRAWING Y • N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Hanson 3/8" hard rock, 5000psi mix design # 5011500 CONTRACTORS EQUIPMENT/MANPOWER USED: Merii Concrete Pumping 28 meter truck pump AREA, GRID LINES, PIECES INSPECTED: Observe & verify the delivery & placing of 29.25 yards SOOOpsi concrete for 22 level 1 columns @ the following locations: B line (10) 8 to 16, 18; Cline (10) 9 thru 18; 19 & B.S; 18.5 & B9. Supplied by Hanson, mix design # 5011500, placed by Merii Concrete Pumping, and consolidated wl mechanical vibration. Sample & test, 1 set of (5) cast for compressive strength testing STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, post tension concrete, & reinforced masonry construction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS K WAS NOT • Inspected in accordance with the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS El WAS NOT • N/A • Performed in accordance with DSA/OSPHD Project approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET K DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: yes Weather: sunny mild Temp: 69* of Special Inspector .Matthew Jackson Knnt i\iame Certification #:IC^ q'^B90yfX4 92 86 Verified by: Corporate San DIego/lmperial County 2992 E La Palma Ave. Ste. A 6295 Ferris Square Ste. C Anaheim, GA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego, GA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Permit l&ll 110227 DAILY INSPECTION REPORT Report # 15 Page 1 of 1 DSA/CITY File # DSA/OSHPD Appl. #_ DSA/LEA # Special Inspection Reports must be distributed to the parties listed below within 14 days ofthe inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Parking Structure Date: June 14, 2011 ARCHITECT JWDA Architectas TIME ARRIVED Tam TIME DEPARTED 12pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE K CONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE • • • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y S N • SOIL REPORT Y • N • SPECS: Y • N • APPROVED SHOP DRAWING YDND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Hanson 4000psi 1" hard rock, 6.78 sack per yard concrete mix design # 4033504 CONTRACTORS EQUIPMENT/MANPOWER USED: Merii Concrete Pumping, 42 meter truck pump AREA, GRID LINES, PIECES INSPECTED: Observe & verify the delivery & placing of 59.75 yards 4000psi concrete. Supplied by Hanson mix design # 4033504, placed by Merii 42 meter pump truck, consolidated w/ mechanical vibration for grade beam footin construction on B & C line from 11.5 to 14.4 lines. STRUCTURAL NOTES, DETAIL OR RFIS USED: Foundation plan PS 2.0, & details 1 & 3 PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, post lension concrete, & reinforced masonry construction are on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS ^ WAS NOT • Inspected in accordance with the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS El WAS NOT • N/A • Performed in accordance with DS/VOSPHD Project approved documents. THE WORK INSPECTED MET ^ DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: 1 set of (5) 4" x 8" cylinders Weather: overcast Temp: 68* Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District Signature of Special Inspector Matthew Jackson pnnt Name Certification #:ICC 5269061 X4 49 92 86 Verified by:_ Corporate San Diego/Imperial County 2992 E La Palma Ave. Ste. A 6295 Ferris Square Ste. C Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT* 9087 BOI Pemilt#CB 110227 * DAILY INSPECTION REPORT DSA/CITY File # DSA/OSHPD Appl. #. DSA/LEA # Report #14 Pagelofi Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: June 13, 2011 ARCHITECT JWDA Architectas TIME ARRIVED Tam TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE • CONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOILREPORTYUND • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE • . SPECS: Y • N • APPROVED SHOP DRAWING YDND DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y H N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 8" CMU normal weight block, type S spec mix mortar. CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: Continued placing of 1^' lift 8" CMU @ level 1; A.3 line btwn 1 & 4; 4 line btwn A & A.3, A line woricing east to utility room @ 5.5 Reinforcing steel placed for typical grade beam footing on B & C line from 11.5 to 14.5; prefabricated reinforcing steel column cages placed on C line @ 12, 13 & 14 lines. STRUCTURAL NOTES, DETAIL OR RFIS USED: CMU constmction per 12 / PS-3.2 & 12 / PS-5.1 REMARKS, INCLUDING MEETINGS: Reinforced concrete, post tension concrete, and reinforced masonry constmction are on going REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS S WASNOTD Inspected in accordance with the requirements ofthe DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS D WASNOTD N/A |E1 Performed in accordance with DS/VOSPHD Project approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET K DID NOT MEET D The requirements of the DS/VOSPHD Project approved documents. Samples taken: no Weather: sunny clear Temp: 70* §jafimure of Special Inspector Matthew Jackson Certification #; Verified by; 9515534666 Line 1 12:41:31 p.m. 04-01-2011 1 n C Corporals: 2992 E. La Palma Ave. Sts. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632,2974 www.mtgllnc.com Dispatch: 800.491.2990 MTGL Project *: 9o^Tfl<0 ] San Diego/Imperial County 6295 Ferris Square, Suite C San OieflO.CA 92121 Tel: 858.537.3999 Fax: 858,537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951,653.4999 Fax: 951,653,4666 Dispatch: 800.491.2990 Indlo: 44917 Golf Center Pkwy,#1 Indio, CA 92201 Tel: 760.342.4677 " Fax: 760.342.4525 Dispatch: 800.491.2990 Pormit DAILY INSPECTION REPORT DSA/CITY File #: Roport#_ OF. 0SA/0SHPDAPPL#:_ OSA/LEAif: Special Inspection Reports must be distributed to the parties listed below within 14 days of Ihe Inspection. Reports of non-compliant conditions must be distributed immediately. Separata reports shall bs prepared for oaeti iypo of spocial inspection, on a daily basis. Each report shall tie completod and signed by tho special inspector conducting tho inspection. PfiOJECINAME ^ DATE flRCHnei -ECT a; TIMEAamvED 1*^ TIME DEPARTED coNTHACTOH _ ., 77y~o n TRAVELTIME LUNCH TIME sua CONTI aACMn INSPEJJIONADDHJSS ~r AOORESS Of WDJECT TYPE OF INSPECTION • ENGlNeHREO FILL • FOUNDATION • BACKFILL • BATCH PUNT • PT CONCRETE • SHOTCRETE • CONCRETE S'MASONRY • HIGH STRENGTH BOLTING • WELDING Q SHOP WELD • FIREPROOFING • ANCHOR/DOWEL • NOE FIELD • MDESHOP • CEILING WIRE • • • DS/VOSHPO/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS YT5f ND SOIL REPORT YD NO SPECS: YS ND APPROVED SHOP DRAWING YD ND yiiiTiiniBt t iiftn avrrnin-Hnrrnn [IIIICLUULH»WLH HEHUHI m. nn inATCni>LTiiiTniP(in.TS): _ (Wftr^/ <aU&tjro«d pk<Lt.^<^4' 'S^oo ?Sr qt-^n^, S.vsf i'O" (WTUftrTnU'iPnillPIIIFMTfMUMBaWCIUJSECh ' I O Q" A„U A.<v,./\ /_«J» r) ^ L -T"?*/«UCL<. r. -i ^ .J I L, ^ . I ^ - 7 • 1 <^>C S-4^p>-L raerl^r/ok&t.r.roj PlactA^tA^^- pC ^'"^ Aiui-ieUcfc. p(ir^:Al TWiwunAL MOTiiCi inTiA, >n nno WGED; ~ „ , ' I T 7 I ~ * ' W/qtmAL MOTIiCi lUTlljl, , I, III IJ • jcu. - _ I..-, /I acMAniio, inaumeimriHes; „ ., Wtjn.-...-— „ ^Jt-rklr^At^ A-^- ?,<Jri QS- W-^K fvftcJ/^Y/ REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASSji WASNOTD Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPUNG WASB WASNOTD N/AQ Performed In accordance witti OSA/OSHPD/PROJECT approved documents. cc Projoct Architect Contractor Structural Engineer BulWIng Department. OSA Reaional Office Owner School District THE WORK INSPECTED METIS DIDNOTMEETD The requirementsof the DSA/OSHPDZpROJECT approved documents. Samples taken: ^3 C^ritar / ^ Ofau 4- Weathi«;gV>trC.a:< 4- TemnV rOlq^ /eathKjgx^tr Ci> Prin Signature ol Special Inspector Certificallon VArlliAfl h»- tint Name Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 GolfCenler Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 9087 BOI Perniit # CB 110227 DAILY INSPECTION REPORT Report # 12 Page 1 of 1 DSA/CITY File# DSA/OSHPD Appl. #. DSA/LEA # Special Inspection Reports must be distributed to the parties listed below within 14 days of the Inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a dally basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: June 9, 2011 ARCHITECT JWDA Architectas TIME ARRIVED Tam TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE la CONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOIL REPORT Y • N • • CEILING WIRE SPECS: Y • N • APPROVED SHOP DRAWING Y • N • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y Bl N • MATERIALS USED BY CONTFIACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS); Hanson SOOOpsi 5011500; 4000psi 4033504 CONTRACTORS EQUIPMENT/MANPOWER USED: Merii Concrete Pumping 42 meter tmck pump AREA, GRID LINES, PIECES INSPECTED: Obsen/e & verily the delivery and placing of 39 yarels 5000psi concrete for 1^' level column constnjction on A line 4 to 16; A.3 line 2, 4, to 7; C & 8; 106 yards 4000psi concrete for grade beam construction on B line from 14.5 to 18; C line from 8.5 to 11.5 & 14.5 to 18. Placed by pump & consolidated with mechanical vibration. Sample & test, 1 set of (5) 4" x 8" cylinders were cast from each mix design for compressive strength testing. STRUCTUF?AL NOTES, DETAIL OR RFIS USED: Schwartz Masonry worked 3 masons, 2 tenders and continued placed of 1^' lift CMU on C line, 12" block placed btwn 2 & 4 lines, 8" block placed btwn 4 & 6 line per plan details 1 & 2, PS 5.2 Type S mortar REMARKS, INCLUDING MEETINGS: Reinforced concrete, post tension concrete, & stmctural masonry constmction are on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS g] WAS NOT • Inspected in accordance with the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS IEI WASNOTD N/A • Performed in accordance with DS/VOSPHD Project approved documents. 00 Project Architect Contractor Stmctural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET @ DID NOT MEET • The requirements of the DSA/OSPHD Project approved documenls. Samples taken: 2 sets of 5 Weather: cloudy cool Temp: 66* ure of Special Inspector Matthew Jackson rnm Name Certification #:ICC 5269061 X4 49 92 86 Verified by:_ \mk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispalch: 800.491.2990 San Diego/imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Sle.l Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispalch: 800.491.2990 MTGL PROJECT*: 9087 BOI # Pennit # (^110227 DAILY INSPECTION REPORT Report #11 Pagel ofi DSA/CITY File# DS/VOSHPD Appl. #. DSA/LEA # Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Pari<ing Sfructure Date: June 8, 2011 ARCHITECT JWDA Architectas TIME ARRIVED Tam TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TFVWELTIME LUNCH TIME CONTFJACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE • CONCRETE IS MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOIL REPORT Y • N • • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE E] Reinf Sti SPECS: YD ND APPROVED SHOP DRAWING Y • N • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y • N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 12" Oreo CMU, lype S spec mix mortar, 1800psi CONTFfACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry wori<ed 3 masons, 2 tenders AREA, GRID LINES, PIECES INSPECTED: Continued placing of 1=' lift 12" CMU retaining walls, on 1 line blwn A.3 & B.8 Inspeci reinforcing sleel placed for grade beam footing on B linefrom 14.5 lo 18; C line from 8.5 lo 11.5, & 14.5 to 18. Slab & CMU vertical dowels observed in place. Inspeci (21) columns for bar size, grade, lie size & spacing, clearances, and cleaning prior to the closing of forms, on A STRUCTURAL NOTES, DETAIL OR RFIS USED: line 4 thru 16; A.3 line 2 & 3; B line 2, 4, 5, & 6. REMARKS, INCLUDING MEETINGS: Reinforced concrete. Post lension concrele, & stmctural masonry conslruction of the parking structure is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET a DIDNOTMEETD ^ The requirements of the DS/VOSPHD Project approved documents. Samples taken: THE WORK WAS D WAS NOT D Inspected in accordance with the requirements of the DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS D WASNOTD N/A D Performed in accordance with DS/VOSPHD Project approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District Weather: Temp: Jnature of Special Inspector Matthew Jackson Knnt Name Certification #:ICC 5269061 X4 49 92 86 Verified by:. mk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispalch: 800.491.2990 San Diego/Imperial County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispalch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispalch: 800.491.2990 Indio 44917 Golf Cenler Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispalch: 800.491.2990 MTGL PROJECT#: 9087 BOI Pemiit # m^mm f Report #10 Pagel ofi DAILY INSPECTION REPORT DSA/CITY File # DSA/OSHPD Appl. #. DSA/LEA # Special Inspection Reports must be distributed to the parties listed below within 14 days of the Inspection. Reports of non-compliant conditions must be distributed Immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Pari<ing Structure Date: June 7, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure H MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE K CONCRETE • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE • • SPECS: YDND APPROVED SHOP DRAWING Y • N • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y H N • SOIL REPORT YDND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing sleel bars; 12" & 8" CMU block, lype S spec mix mortar CONTFJACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry woriced 3 masons, 2 tenders AREA, GRID LINES, PIECES INSPECTED: @ 1 & C line r lift 12" CMU retaining wall placed for stairwell # 8 / elevator pit exterior retaining wall; 8" CMU placed for interior elevator pil walls. Type S spec mix mortar used for block placing. (1) pre-fabricated reinforcing steel column cage wilh set on C line @ 13. STRUCTURAL NOTES, DETAIL OR RFIS USED; PS 2.0 foundation plan; 2 / PS 2.0; 14 / PS3.2; 15 / PS 3.2; 5 / PS 5.2 REMARKS, INCLUDING MEETINGS: reinforced masonry, reinforced concrele, & posttension concrete conslruclion ofthe paricing struclure are on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS IS WAS NOT D Inspected in accordance with the requirements of the DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS D WASNOTD N/A S Performed in accordance with DSA/OSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET EL DID NOT MEET D The requirements ofthe DSA/OSPHD Project approved documents. Samples taken: no Weather: sunny mild Temp: 70* cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Sture of Special Inspector Matthew Jackson Certification #:l Verified by: jr-nnt iMame i9 92 8& Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispalch: 800.491.2990 San Diego/Imperial County 6295 Fenris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispalch: 800.491.2990 Indio 44917 GolfCenler Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispalch: 800.491.2990 MTGL PROJECT#: 9087 BOI Permit # ijlllj^ DAILY INSPECTION REPORT Report # 9 Page 1 of 1 DSA/CITY File# DS/VOSHPD Appl. #. DS/VLEA # Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special Inspection on a dally basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: June 6, 2011 ARCHITECT JWDA Architectas TIME ARRIVED Tam TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures/ Schwartz M INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure • CEILING WIRE • • TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE H CONCRETE H MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOIL REPORT Y • N • • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP SPECS: YDND APPROVED SHOP DRAWING Y • N • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y • N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz masonry used 1 mason, 2 lenders AREA, GRID LINES, PIECES INSPECTED: initial course placed of 12" CMU on 1 line btwn B.8 & C line, 1st course 12" CMU placed on C line btwn 1 & 2 lines, for exierior retaining walls @ stainvell # 8 / west elevator pil Type S spec mix mortar used for block placing STRUCTUFJAL NOTES, DETAIL OR RFIS USED: Foundation plan PS2.0; elevations on 14 / PS3.2; 15 / PS3.2; 5 / PS 5.2 elevalion 5 / PS5.2 REMARKS, INCLUDING MEETINGS: reinforced concrele, reinforced masonry, & post lension concrele construction of the parking structure is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS ^WAS NOT D PERCENT PROJECT COMPLETE: Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS D WASNOTD N/A ^ Performed in accordance with DS/VOSPHD Project approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET S. DID NOT MEET D The requirements of the DSA/OSPHD Project approved documents. Samples taken: no Weather: sunny clear Temp: 72* Sign^wfe of Special Inspector Matthew Jackson Certification #: Verified by: Knnt IMame 690ef)^l/« 92 86 EMk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fen-is Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispalch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 GolfCenler Pkwy., Sle.l Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispalch: 800.491.2990 DAILY INSPECTION REPORT DSA/CITY File#_ MTGL PROJECT#: 9087 BOI PenTiitpmilfl22t_ Report # 5 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each repori shall be completed and signed by the special inspector conducting the inspection. DSA/OSHPD AppL#, DSA/LEA # PROJECT NAME: Hilton Ocean Front Resort / Parking Structure Date: May 31,2011 ARCHITECT JWDA Architectas TIME ARRIVED Tam TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Sfructures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure • BATCH PLANT M PT CONCRETE • SHOTCRETE M CONCRETE TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOIL REPORT Y • N • • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE Bl Reinf Sti • . SPECS: Y • N • APPROVED SHOP DRAWING Y • N • DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS YDND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel bars CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: Interior grade beam on B line btwn 1.4 & 12; Grade beam on A line btwn 4 & 18 Inspect prefabricated reinforcing steel column cages for bar size, grade, tie spacing, lay oul configurations, and clearances, prior lo the closing of fomns on C line 4 thru 8 STRUCTURAL NOTES, DETAIL OR RFIS USED: column schedule PS 4.0; grade beam footings PS5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrele, port lension concrete, and reinforced masonry constaiction ofthe paricing structure is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASH WASNOTD Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS D WASNOTD N/A D Performed in accordance with DSA/OSPHD Project approved documents. THE WORK INSPECTED MET KU DID NOT MEET D The requirements of the DSA/OSPHD Project approved documents. Samples taken: Weather: sunny mild Temp: 70* cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Mature of Special Inspector Matthew Jackson Certification #^ Verified by Knm IMame ETC h2690Qf^\4^ 86 MOk Corporate San Diego/Imperial County 2992 E La Palma Ave. Ste. A 6295 Fems Square Ste. C Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispalch: 800.491.2990 MTGL PROJECT*: 9087 B01 DAILY INSPECTION REPORT DS/VCITY File# DSA/OSHPD Appl. #. DSA/LEA # Report # 6 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Parking Structure Date: June 1, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE •SHOTCRETE H CONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOILREPORTYDND D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE IS Reinf Sti D. D. SPECS: YDND APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel bars CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: Prefabricated reinforcing steel columns set @ C line 2 & 3; B.9 & 1.4; A3 & 1 Inspected columns prior to the closing of fomis @ 1 line & A3, A6, A9, B2, B6, B8, C & 3; Continued placing of structural reinforcing steel for typical grade beam footings on 19 line A3 to B8; C line 14 lo 17; 18 line blwn a & A3; A3 line btwn 18 & 19. STRUCTURAL NOTES, DETAIL OR RFIS USED: Grade beam footing sheet PS-5.2; column schedule sheel PS 4.0 Slab dowels on A line for CMU ramp wall per 8 / PS 5.1 elevations per schedule REMARKS, INCLUDING MEETINGS: Reinforced concrete, post tension concrele, and reinforced masonry constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS Kl WAS NOT D Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS D WAS NOT • N/A K Performed in accordance with DS/VOSPHD Project approved documents. Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET S DID NOT MEET D The requirements of the DS/VO^HD Project approved documents. Samples taken: no Weather: some clouds Temp: 68* Sisp^aTjife of Special Inspector MattheW^ackson Certification #: Verified by: pnnt Name 269B©\)K49 92 86 Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispalch: 800.491.2990 San Diego/lmperiai County 6295 Fems Square Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Cenler Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT MTGL PROJECTS: 9087 BOI Perniit jftlB 110227 ' Report # 7 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Eacti report shall be completed and signed by the special inspector conducting the inspection. DSA/CITY File# DSA/OSHPD Appl. #. DSA/LEA # PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: June 2, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 6:30am TIME DEPARTED 4pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME 12/12:30 CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / paricing structure TYPE OF INSPECTION • ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE D MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D. D. D. CEILING WIRE AVAILABLE APPROVED PLANS YDND DSA/OSHPD PROJECT APPROVED DOCUMENTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TE^ REPORTST:" A615 grade 60 reinforcing steel bars for grade beam footings SOIL REPORT Y D N D SPECS: Y D N D APPROVED SHOP DRAWING Y D N D CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: Grade beams: 19 line btwn A3 & B8; 1 line 5.5 lo 18; 18 line blwn A & A.3; A.3 line btwn 18 & 19. Observe & verify the delivery & placing of 20 yards 5000psi concrete for 1^' level column conslruction on 1 line A3, A6, A9, B2, B6, B8; C line 2 thru 7, & 1.4 line @ B9. 13 columns lolal, placed by Merii Concrete Pumping, consolidated wilh mechanical vibration. STRUCTURAL NOTES, DETAIL OR RFIS USED: grade beams PS3.2; CMU dowels per elevalion on PS5.1 & 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrele, reinforced masonry, and post tension concrete construclion is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS E] WAS NOT • Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS K WASNOTD N/AD Performed in accordance with DS/VOSPHD Project approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET [g- DID NOT MEET D The requirements of the DS/VOSPHD Project approved documents. Samples taken: yes Weather: sunny mild Temp: 70* Sign| Matthew Jackson pecial Inspector Knm Name Certification^f IC^ 5269,^TV4^ 92 86 Verified by: mik Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/imperial County 6295 Fems Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispalch: 800.491.2990 indio 44917 Golf Cenler Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT#: 9087 BOI Pemiil #JOB 110227 Report #2 Pagel ofi DAILY INSPECTION REPORT DSA/CITY File# DS/VOSHPD Appl. #. DSA/LEA # Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: June 3, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 6:30am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTFiACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure D BATCH PLANT D PT CONCRETE D SHOTCRETE K CONCRETE TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y b N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D. D. SPECS: Y D N D APPROVED SHOPDRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Hanson mix design 4033504, 4000psi 1" hard rock concrete, Hanson mix design 5011500, SOOOpsi 3/8" hard rock concrele CONTRACTORS EQUIPMENT/MANPOWER USED: Merii Concrete Pumping 42 meter tmck pump AREA, GRID LINES, PIECES INSPECTED: 285 yards of 4000psi concrete placed @ the following locations for grade beam footings: A line from 5.5 to 18 line; B line from 1.4 line lo 11 line; 19 line blwn A.3 & B.8 lines; A.3 line btwn 18 & 19; 18 line btwn A & A.3; placed by pump consolidated with mechanical vibration. Last truck was Hanson 5011500, 5000psi (1) column @ C & 6 was placed the rest went into the grade beam. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrele, post tension concrete, and reinforced masonry constmction ofthe paricing structure is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS K WAS NOT D Inspected in accordance with the requiremenis oflhe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS H WAS NOT D N/A D Performed in accordance with DSA/OSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET gl DID NOT MEET D The requirements ofthe DSA/OSPHD Project approved documents. Samples taken: 2 sets of 5 Weather: sunny mild Temp: 69* Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Signa Matthew Jaeteon pecial Inspector Certification Verified by Corporate 2992 E La Palma Ave. Ste A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax; 951.653.4666 Dispatch: 800.491.2990 indio 44917 Golf Cenler Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispalch: 800.491.2990 MTGL PROJECT#: 9087 BOI Pemiit mi^ifaiiff' Report#10 Pagelofi DAILY INSPECTION REPORT DS/VCITY File # DSA/OSHPD Appl. #. DS/VLEA # Special Inspectbn Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant condKlons must be distributed immediately Separate reports shall be prepared for eacti type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting ttie inspectkin. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: June 7, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / paricing structure TYPE OF INSPECTION D ENGINEERED FILL • FOUNDATION • BACK FILL d BATCH PLANT D PT CONCRETE D SHOTCRETE E! CONCRETE MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y UND D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D. D. D. SPECS; YDND APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel bars; 12" & 8" CMU block, type S spec mix mortar CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry woriced 3 masons, 2 tenders AREA, GRID LINES, PIECES INSPECTED: @ 1 & C line l" lift 12" CMU retaining wall placed for stainwell # 8 / elevator pit exierior retaining wall; 8" CMU placed for interior elevator pit walls. Type S spec mix mortar used for block placing. (1) pre-fabricated reinforcing steel column cage with sel on C line @ 13. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0 foundation plan; 2 / PS 2.0; 14 / PS3.2; 15 / PS 3.2; 5 / PS 5.2 REMARKS, INCLUDING MEETINGS: reinforced masonry, reinforced concrete, & post tension concrete conslmction ofthe paricing structure are on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS El WAS NOT D Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS D WAS NOT • N/A K Performed in accordance wilh DS/VOSPHD Project approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET D DID NOT MEET D The requirements of the DSA/OSPHD Project approved documents. Samples taken: no Weather: sunny mild Temp: 70* iture of Special Inspector Matthew Jackson Certification #:|i Verified by: Knnt Name 9 92_8§ Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperiai County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 indio 44917 Golf Cenler Pkwy., Ste.1 Indio, GA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 90y 801 Permit jfeB 110227 DAILY INSPECTION REPORT DS/VCITY File # DS/VOSHPD Appl. #. DS/VLEA # Report # 9 Page 1 of 1 Special Inspectbn Reports must be distributed to the parties listed below wrthin 14 days of the inspectbn. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspectbn. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure | Date: June 6, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures/ Schwartz M INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL BATCH PLANT D PT CONCRETE D SHOTCRETE H CONCRETE MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y • N D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D. D. D. SPECS; YDND APPROVED SHOP DRAWING Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPOFTf NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz masonry used 1 mason, 2 lenders AREA, GRID LINES, PIECES INSPECTED: initial 1" course placed of 12" CMU on 1 line btwn B.8 & C line, 1st course 12" CMU placed on C line bh«n 1 & 2 lines, for exierior retaining walls @ stainvell # 8 / west elevator pit Type S spec mix mortar used for block placing STRUCTURAL NOTES, DETAIL OR RFIS USED: Foundation plan PS2.0; elevations on 14 / PS3.2; 15 / PS3.2; 5 / PS 5.2 elevation 5 / PS5.2 REMARKS, INCLUDING MEETINGS: reinforced concrete, reinforced masonry, & post tension concrete construction ofthe paricing struclure is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS D WAS NOT D Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS D WAS NOT D N/A M Performed in accordance with DS/VOSPHD Project approved documents. Project Architect Structural Engineer DSA Regional Office School District Contractor Building Departmeni Owner PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET D DID NOT MEET D The requirements of the DSA/OSPHD Project approved documents. Samples taken: no Weather: sunny clear Temp: 72* Signfltofe of Special Inspector Matthew Jackson Certification #: Verified by Knnt Name :690B11^4/•3 92 86 Or CROV 570 Amapola Ave., Suite 212 lorrance, CA 90501 I'd. (310) 320-5100 Fax (310) 320-2118 32 Mauchly, Suite B Irvine, CA 92618 Tel. (949)450-2100 Fax (949) 450-2108 4201 Santa Ana St., Suite F Ontario, CA 91761 Tel. (909) 605-6500 Fax (909) 605-6502 FIELD MEMO 9245 Activity Road, Suilc 103 San Diego, CA 92126 Tel. (858) 536-1000 Fax (858) 53(^8311 DATE: 5-24-11 DAY: Tuesday Page 1 of 1 PROJECTNAME: Hilton Carlsbad CLIENT: Wavecrest PROJECT NUMBER: Sd126a MEMO BY: M. Fountain SUBJECT: Foundation excavations observations at Parking Structure The foundation excavations for the Parking Structure located East of Ponto Rd @ Hilton Carlsbad site were observed during excavation process. The foundations depths were modified due to a highly expansive clay bed located roughly at bottom of planned footing. The overexcavation of footings were continued until clay material was completely removed and firm sandy soil encountered. The results of excavations had footings founded completely on formational soils. The excavations depths were approximately 6 to 7 feet below adjacent grades when overexcavations were completed. Contractor brought slurry and placed in bottom of excavations to bring grades back to original planned elevations. The foundation excavations along East and South end of parking structure in the vicinity of bio swale were approximately 7 feet below pad grade and concrete was placed to bring excavation to original planned elevation. Foundation excavations can be considered suitable for support of the proposed structure. FOR GROUP DELTA INCORPORATED, BY: SIGNATURE: GROUF i)Ei;rA CONSULTAiNTS (ieotechnica! Engineerinn Cicalofiy Hydntfieotofiy Earthquake ICn^ineefirifi .Malt't ials Tcsiin;^ & inspvctivn Forensic Sen ices March 3, 2011 Wave Crest Resorts 111, LLC Document Mo. 11-0081 829 Second Street, Suite A Project No. SD-126A Encinitas, California 92024 Attention: Mr. John Yeakey SUBJECT: FOGNDATION PLAN REVIEW COMMENTS Hilton Carlsbad Beach Resort and Spa (Parking Garage) Carlsbad, California References: BFL Owen Structural Engineers (2011). Hilton Oceanfront Resort, Carlsbad, CA, Building Plan Review Set, Job No. 0710.2101.01, Sheets PSl.O, PSl.l, PS2.0, PS2.1, PS2.2, PS3.0, PS3.1, PS3.2, PS3.3, PS4.0, PS4.1, PS5.1, PS5.2, PS5.3 & PS5.4, January 6. Geotechnics Incorporated (2009). Geotechnical Investigation, Hilton Carlsbad Beach Resort and Spa, Carlsbad, CA, Project No. 0703-002-01, Document No. 09-0206, April 24. Geotechnics Incorporated (2010). Supplemental Foundation Design Parameters, Hilton Carlsbad Beach Resort and Spa, Carlsbad, CA, Project No. 0703-002-01, Document No. 10-0031, January 15. Group Delta Consultants (2011). Parking Garage Foundation Recommendations, Hilton Carlsbad Oceanfront Resort & Spa, Carlsbad, California, Project No. SD-126A, Document No. 11-0047, February 9. Mr. Yeakey: This letter confirms that we have reviewed the geotechnical aspects of the referenced foundation plans for the proposed parking garage associated with the Hilton Cadsbad Beach Resort and Spa. With the exceptions noted below, it is our opinion that the referenced plans adequately incorporate the intent of the referenced geotechnical recommendations. The following changes should be made to the plans prior to finalization. .\< H'KMI. Siiili A. .s'liH/)(.-,yr,. Cj/i/ti/viii/ .V/l'd' A (S.'iS) .i-l(>'-Ki'il'i nu-,- • 11"-\ lr\-n>r VAinUn -I'ili :'j(ilt A TdrmiKV, C.\ (.illl) :lL'il fillHi A (hil(in(K C-X I'lmt] tilir,.H:ilHi A l-j i'nilro. (W l7Htt) .!.!7 Hilti? (I u-u tiroiipDrlla.i-oni Foundation Plan Review Comments Document No. 11-0081 Wave Crest Resorts III, LLC Project No. SD-126A March 3, 2011 Page 2 • Sheet PSl.O, General /Vote 10: In Section 8.4.5 of the referenced investigation, a one-second spectral design parameter (Spi) of 0.438 was recommended. Note 10 indicates that SQI is 0.657. Note 10 should be modified to reflect the recommended value. • Sheet PSl.O. Foundation Note T. Note 1 indicates that the geotechnical aspects of the structural design for the parking garage were conducted in accordance with various reports prepared by Leighton. Leighton is not the geotechnical consultant for this project. The parking garage should be designed in general accordance with the recommendations contained in the referenced investigation (Geotechnics, 2009). Supplemental foundation recommendations for the parking garage were described in the referenced letter (GDC, 2011). Both reports should be referenced in Note 1. • Sheet PSl.O. Foundation Note 2: The phrase "...shall inspect all work..." on Line 1 of Note 2 should be replaced with "...shall observe all foundation excavations..." • Sheet PSl.O, Foundation Note 3: In the referenced investigation, an allowable bearing capacity of 2,500 Ib/ft^ was initially provided for parking garage foundations that are at least 18 inches wide and 24 inches deep (Geotechnics, 2009). An increased bearing capacity of 300 Ib/ft^ for each additional 6 inches width, and 400 Ib/ft^ for each additional 6 inches of depth was later provided (Geotechnics, 2010). Note 3 indicates that an allowable bearing capacity of 4,000 Ib/ft^ was used for design of the parking garage. Provided that the parking garage foundations are deepened as discussed below, the 4,000 Ib/ft^ allowable bearing capacity may be used. • Sheet PS5.2, Foundation Details 1 through 6: In order to allow for some differential movement between the building foundations and the basement slab-on-grade, the angled steel reinforcement connecting the basement CiROUr foundations to the slab-on-grade may be removed from these details. This ^^^^1 condition should be evaluated by the project structural engineer. rl DELTA l«H.lMBaH M:\Projects\SD\SD126A Carlsbad Hilton, Grading T&O\ll-0081\ll-0081.doc Foundation Plan Review Comments Document No. 11-0081 Wave Crest Resorts III, LLC Project No. SD-126A March 3, 2011 Page 3 DEEPENED FOUNDATIONS Recent remedial excavations at the site exposed the presence of a relatively continuous bed of fat clay (GDC, 2011). The 3 to 4-foot thick fat clay bed was encountered at or near the bottom of the three foot deep remedial excavation conducted for the parking garage basement. At the locations we observed, the top of the fat clay bed was encountered at an elevation of about 37 V2 to 38'/z feet MSL. Our analyses suggest that the foundations for the parking garage may experience excessive long-term settlement if founded directly on this relatively soft fat clay. Furthermore, the fat clay wili not provide the assumed bearing capacity of 4,000 Ib/ft^ used for design of the structure. Consequently, we have recommended that al] foundations for the parking garage be deepened as necessary to bear on the sandy soils observed directly below the fat clay bed (GDC, 2011). Based on our observations during grading, we anticipate that the bottom of the fat clay bed will generally be located at an elevation of between 34 and 35 feet MSL (roughly 6 to 7 feet below the bottom of the basement slab-on-grade). Sheet PS2.0 of the parking structure foundation plans indicates that the majority of the planned foundations will be 32 to 42 inches thick. Sheet PS5.2 indicates that the tops of these footings wiil typically be 12-inches below the top of the basement level slab-on-grade elevation of 42 feet. Consequently, the basement foundation excavations will need to be deepened about 2 to 3 feet below the current planned depths in order to extend through the fat clay. The deepened excavations may be filled with concrete when the foundations are constructed. Alternatively, the deepened excavations may be filled with a 2-sack cement and sand slurry up to the planned foundation subgrade elevations. The parking garage foundations may then be constructed per plan. In either case, the deepened foundations may be dimensioned based on an allowable bearing capacity of 4,000 Ib/ft^. A variety of bioretention facilities are proposed around the perimeter of the parking garage. Detail 18 on Sheet 11 of the project grading plans indicates that CiROUr deepened footings will be required along the bioretention facilities. In most of ^^^^H these areas, the current foundation plans call for 36-inch thick footings, with the ^ ^ bottom of the planned footing excavations about 4-feet below the basement level DELTA IwrnHiftVIH M:\Projects\SD\SD126A Carlsbad Hilton, Grading T&0\1 l-0081\I l-0081.doc rl DELTA Foundation Plan Review Comments Document No. 11-0081 Wave Crest Resorts III, LLC Project No. SD-126A March 3, 2011 Page 4 slab-on-grade. In order to provide the minimum recommended foundation embedment of 18-inches below the bottom of the bioretention facilities shown on Detail 18 of the project grading plans, the deepened foundation excavations will need to extend approximately 8-feet below basement slab elevation for all foundations that are adjacent to the bioretention facilities. In order to reduce the potential for confusion during construction, we recommend that the following note be added to Sheet PS2.0 of the parking structure foundation plan: "All foundation excavations shall extend to a depth of 6 to 8 feet below the basement level slab-on-grade elevation of 42 feet, as determined by the geotechnical consultant. The deepened excavations shall extend through the on- site fat clay, and provide the minimum recommended embedment of 18-inches below the bottom of any adjacent bioretention facilities. Deepened excavations shall be observed by the geotechnical consultant immediately prior to filling with a 2-sack cement and sand slurry to the planned foundation subgrade elevations." We appreciate this opportunity to provide continued professional service. Please feel free call with any questions or comments, or if you need anything else. GROUP DELTA CONSULTANTS Matthew A. Fagan, P.E. 57248 X^Syg/VlV^f^j/ John R. Theissen, G.E. 825 Senior Engineer ^i^^C^J^*^ Senior Engineer Distribution: (1) Addressee, Mr. John Yeakey (johnyeakeyCt/;yahoo.com) (1) Soltek Pacific, Mr. John Robbins (jrobbins(Ssoltekpacific.com) (1) Parkitects, Ms. Angela Goldine (angelaCa;parkitects.com) (1) Parkitects, Mr. Wayne Banks (wayne(«^arkLtects,^ (1) BFL Owen, Mr. Jack Howard (jhoward(tf bflowen,com) N:\Projects\SD\SD126A Carlsbad Hilton, Grading T&0\11-0081\11-0081.doc Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispalch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Cenler Pkwy., Sle.l Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispalch: 800.491.2990 MTGL PROJECTS: 9087 BOI Pennit # CB 110227 ^ Report # 4 Page J. of 1 DAILY INSPECTION REPORT DS/VCITY File# DSA/OSHPD Appl.#. DSA/LEA # Special Inspection Reports must be distributed to the parties listed below within 14 days of the Inspection. Reports of non-compliant conditions must be distributed Immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Pari<ing Structure Date: May 27, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE H CONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOIL REPORT YDND • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE • SPECS: YDND APPROVED SHOP DRAWING Y • N • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS YDND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Hanson mix design # 4033504 CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: Grade beams @ A line btwn 4 & 5.5; 1 line blwn A.3 & B.8 A.2 line blwn 1 & 4; C line blwn 2 & 8.5. Observe & verify delivery & placing of 219.5 yards, 4000psi, 1" hard rock concret Placed by Meril Concrele Pumping, 36 meter pump, consolidated with mechanical vibration STRUCTURAL NOTES, DETAIL OR RFIS USED: Approved concrele mix design submital REMARKS, INCLUDING MEETINGS: Sample & test per every 150 yards, 2 sets of (5) 4" x 8" cylinders cast for compressive strength testing. Reinforced concrete, reinforced masonry, & post tension concrete is on going REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS Kl WASNOTD Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS El WASNOTD N/A D Performed in accordance with DS/VOSPHD Project approved documents. THE WORK INSPECTED MET D DID NOT MEET D The requirements of the DS/VOSPHD Project approved documents. Samples taken: 2 sets of (5) cylinders Weather: sunny clear cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Temp: 70* Verified b' UMk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispalch: 800.491.2990 San Diego/lmperlal County 6295 Fenis Square Sie. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Cenler Pkwy., Sle.l Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispalch: 800.491.2990 MTGL PROJECTS: 9087 BOI PennltllfcB 110227' DAILY INSPECTION REPORT DSA/CITY File # Report # 3 Page J. of 1 DSA/OSHPD Appl. #. DSA/LEA # ARCHITECT JWDA Architectas TIME ARRIVED 10am TIME DEPARTED 2pm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTFJACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspection. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Pari<ing Structure Date: May 26, 2011 TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • PT CONCRETE • SHOTCRETE H CONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOIL REPORT Y • N • • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE H reinf sti • . SPECS: YDND APPROVED SHOP DRAWING Y • N • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PUNS YDND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 Garde 60 reinforcing steel CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: Reinforcing sleel inspect for grade beams; A line blwn 4 & 5.5; 1 line blwn A.S & B.S A.2 line btwn 1 & 4; C line blwn 2 & 9.5 Verified reinforcing sleel to be placed per plan and in general compliance with the approved plans Sspecificalions. STRUCTURAL NOTES, DETAIL OR RFIS USED: lline typical S'X 36" per details 2 / PS 5.2 & 13 / PS3.2; A.3 line 4/PS 5.2; A&C lines typical 4'4" X 36" grade beams per details 11 / PS 3.2 & 1 / PS 5.2, REMARKS, INCLUDING MEETINGS: Reinforced concrete, reinforced masonry, and posttension concrete conslruction of the parking stmcture is on going REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS K WASNOTD Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS D WASNOTD N/A 13 Performed in acconjance with DS/VOSPHD Project approved documents. THE WORK INSPECTED MET D DID NOT MEET D The requirements of the DS/VOSPHD Project approved documents. Samples taken: N/A Weather: sunny mild Temp: 68* Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner rfature of Special Inspector Matthew Jackson Certification #:lj Verified by: t^nnt Name 526906^5(^46192 86 \mk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispalch: 800.491.2990 MTGL PROJECT*: 9087 BOI PemiiiifcB1l6227 * DAILY INSPECTION REPORT DSA/CITY File# DSA/OSHPD Appl. # _ DSA/LEA # Report#2 Pagelofi Special Inspection Reports must be distributed to tlie parties listed below wrthin 14 days ofthe inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a dally basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Pari<ing Structure Date: May 25, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED 3:30pm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE El CONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOIL REPORT Y • N • • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE • • SPECS: YDND APPROVED SHOP DRAWING Y • N • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAIUS^BLE APPROVED PLANS YDND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Hanson mix design #4033504, 4000psi, 1" hard rock concrete CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: 24" thick foundation mat slab on 1 & 19 lines blwn BS & C. Observe & verify the delivery and placing of 89 yards 4000psi concrele. Placed by Merii Concrele Pumping, 28 meter tnjck Sample & test; 1 sel of (5) 4" x 8" cylinders casl for compressive strength testing Fooling constmction of the parking stmcture is on going. STRUCTURAL NOTES, DETAIL OR RFIS USED: Plan details foundation plan PS2.0 west elevator 21 PS2.0, east elevator 3 / PS2.0 REMARKS, INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS S WASNOTD Inspected in accordance wilh the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS 13 WAS NOT D N/A D Performed in accordance with DSA/OSPHD Project approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET D DID NOT MEET D The requirements of the DSA/OSPHD Project approved documenls. Samples taken: (5) 4"x8" cylinders Weather: sunny mild Temp: 68* fnature of Special Inspector Matthew Jackson Knnt IName Certification #:1QC 52690&1O{;4^ 92 86 Verified by:. Corporale: 2992 E. La Palma Avenue, Suile A. Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714)6.32-2974 Branch: 6295 Feiris Square, Suite C, San Diego, CA 92121 Tel: (858) 5.37-.3999 Fax: (858) 5.37-3990 Braneh: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (95 I) 653-4999 Fax: (951) 653-4666 Branch: 44917 GolfCenler Parkway #1, Indio. CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTIVI C39 Date Printed: 7/29/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A0I Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01014 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/29/2011 4X8 12..'i7 42.380 3,370 Cone 28 8/19/2011 4X8 12.57 28 8/19/2011 4X8 12.57 28 8/19/2011 4X8 12.57 28 H 8/19/2011 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: SLAB ON GRADE - IST LEVEL RAMP, GRID LINE 8 / B Concrete Supplier: HANSON AGGREGATE Mix No.: 4033504 Ticket No.: 413786 Water added at Site: gal. By Cement Type: Mix Time: 80 min. ASTM C172 Date Sampled: 7/22/2011 Date Received: 7/25/2011 Concrete Temp: 81 Ambient Temp: 76 "F ASTM C1064 "F ASTM C1064 Slump: 4 50 in. ASTM C143 Tested at: San Diego Remarks: PERMllPWGB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Corporate: 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suile C, 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 Branch: 44917 Goli Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) .342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/29/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A0I Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-01013 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 7/29/2011 4X8 12.57 44,690 3,560 Cone 28 8/19/2011 4X8 12.57 28 8/19/2011 4X8 12.57 28 8/19/20II 4X8 12.57 28 H 8/19/20II 4X8 12.57 Spedfied Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: SLAB ON GRADE - I ST LEVEL RAMP, GRID LINE 6 / A ASTMC172 Date Sampled: 7/22/2011 Date Received: 7/25/201 Concrete Supplier: Mix No.: 4033504 Ticket No.: 413687 Water added at Site; Cement Type: II/V HANSON AGGREGATE gal. By Mix Time: 65 Concrete Temp: 79 Ambient Temp: 69 °F ASTM C1064 "F ASTM C1064 Slump: 5.50 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEFT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. Corporale: 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel: (714)632-2999 Fax: (714)632-2974 Branch: 6295 Fems Square. Suile C, 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 Branch: 44917 GolfCenler Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) .342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 7/29/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A0I Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00915 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/8/2011 3X3X6 9.00 16,050 1,780 N/A 28 7/29/2011 3X3X6 9.00 19,300 2,140 N/A 28 7/29/2011 3X3X6 9.00 20,700 2,300 N/A 28 7/29/2011 3X3X6 9.00 19.050 2,120 N/A Specified Strength: 2,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL I, 8" CMU RAMP HEAD WALL, GRID LINE 6 / A - B Concrete Supplier: HANSON AGGREGATE Mix No.: 2511501 Ticket No.: 410814 Water added at Site: 15.00 gaL By SCHWARTZ MASONRY Cement Type: ll/V Mix Time: 65 min. ASTM C172 Date Sampled: 7/1/2011 Date Received: 7/5/2011 Concrete Temp: 78 Ambient Temp: 70 "F ASTM C1064 "F ASTM C1064 Slump: 7 00 in. ASTM C143 Tested at: San Diego Remarks: 2ND t^. PERMIT#CBII0227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 2190 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palnia Avenue, Suite A, Anaheim, CA 92806 Tel: (714)632-2999 Fax: (714)632-2974 Branch: 6295 Fems Square, Suile C, 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 Branch: 44917 GolfCenler Parkway # 1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/27/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD. CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087A0I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00898 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 7/5/2011 4X8 12.57 48.490 3,860 Cone 28 7/26/2011 4X8 12.57 62.400 4,970 Cone 28 7/26/2011 4X8 12.57 61,330 4,880 Cone 28 7/26/2011 4X8 12.57 59.900 4,770 Cone 28 H 7/26/2011 4X8 12.57 Specified Strength: 3,()()0 PSI Sampled By: MATLHEW JACKSON ASTM C172 Date Sampled: 6/28/2011 Date Received: 6/29/2011 Locafion: SLAB ON GRADE - BASEMENT LEVEL, QUADRANT B - GRID LINE C / I I Concrete Supplier: Mix No.: 62321 Ticket No.: 7629721 Water added at Site: Cement Type: II/V ROBERTSON'S READY MIX 10.00 gal. By PUMPER Mix Time: 60 Concrete Temp: 75 Ambient Temp: 68 "F ASTM C1064 °F ASTM C1064 Slump: 62,321 0 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. A^ Eduardo Dizon, R.C.E. 4870 PSI 28-day compression test complies with the specified strenglh. Corporale: 2992 E. La Palma Avenue. Suile A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Braneh: 6295 Fenis Square, Suile C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Braneh: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Cenler Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) .342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/27/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Perniit No.: Project No.: Project Name: SEE REMARKS 9087AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00897 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/5/2011 4X8 12.57 52,080 4,140 Cone 28 7/26/2011 4X8 12.57 68,530 5,450 Cone 28 7/26/2011 4X8 12.57 64,200 5,110 Cone 28 7/26/201 1 4X8 12.57 67,170 5,350 Cone 28 H 7/26/2011 4X8 12.57 Specified Strength: 3,000 PSI Sampled By: MATTHEW JACKSON ASTM C172 Date Sampled: 6/28/2011 Date Received: 6/29/2011 Location: SLAB ON GRADE - BASEMENT LEVEL, QUADRANT B - GRID LINE M / 6.5 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 62321 Ticket No.: Water added at Site: 10.00 gal. By PUMPER Cement Type: II/V Mix Time: 50 Concrete Temp: 78 Ambient Temp: 65 "F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Remarks: PERM IT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Int. Eduardo Dizon, R.C.E. 5300 PSI 28-day compression lest complies wilh the specified strength. Corporale: 2992 E. La Palma Avenue. Suite A. Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Braneh: 6295 Feiris Square, Suile C, 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 Branch: 44917 Golf Cenler Paikway#l, Indio, CA 92201 Tel: (760) .342-4677 Fax: (760) .342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/27/2011 CITY OFCARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: SEE REMARKS Project No.: 9087A01 Project Name: HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00904 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/6/2011 4X8 12.57 37,880 3,010 Cone 28 7/27/2011 4X8 12.57 53,990 4,300 Shear 28 7/27/2011 4X8 12.57 55,720 4,430 Cone 28 7/27/201 1 4X8 12.57 54,450 4,330 Cone 28 H 7/27/201 1 4X8 12.57 Spedfied Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL I - SLAB ON GRADE, GRID LINE B / 7 Concrete Supplier: HANSON AGGREGATE Mix No.: 4033504 Ticket No.: 410362 Water added at Site: 15.00 gaL By FINISHER Cement Type: II/V Mix Time: 55 min. ASTMCI72 Date Sampled: 6/29/2011 Date Received: 6/30/2011 Concrete Temp: 77 Ambient Temp: 70 °F ASTM C1064 °F ASTM C1064 Slump: 6.00 in. ASTM C143 Tested at: San Dicgo Remarks: PERMIT #CBI 10227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. 4350 PSI 28-day compression lest complies wilh the specified sirength. I nt\ Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, 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 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/27/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 908 TAO 1 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL A Set No.: 11-00903 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/6/2011 4X8 12.57 37,780 3,010 Cone 28 7/27/2011 4X8 12.57 53,680 4,270 Cone 28 7/27/2011 4X8 12.57 54,700 4,350 Cone 28 7/27/2011 4X8 12.57 54,150 4,310 Cone 28 H 7/27/2011 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: LEVEL 1 - SLAB ON GRADE, GRID LINE A / I Concrete Supplier: HANSON AGGREGATE Mix No.: 4033504 Ticket No.: 410294 Water added at Site: 10.00 gaL By FINISHER Cement Type: Mix Time: 59 min. ASTMC172 Date Sampled: 6/29/2011 Date Recdved: 6/30/2011 Concrete Temp: 77 Ambient Temp: 68 °F ASTM C1064 °F ASTM C1064 Slump: 5 50 in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. 4310 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: 6295 Fenis Square, Suile C, 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 Branch: 44917 Golf Cenler Parkway # I, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 7/27/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Perniit No.: Project No.: Project Name: SEE REMARKS 9087A01 HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00975 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/25/2011 3X3X6 9.00 17,550 1,950 N/A 28 8/15/2011 3X3X6 9.00 28 8/15/2011 3X3X6 9.00 28 8/15/2011 3X3X6 9.00 Specified Strength: 3,000 PSI Sampled By: MATTHEW JACKSON ASTM C172 Date Sampled: 7/18/2011 Date Received: 7/19/2011 Locafion: 8 " CMU WALL - STAIRWELL ENCLOSURE, GRID LINE C / 19 Concrete Supplier: Mix No.: 3511501 Ticket No.: 412859 Water added at Site: Cement Type: IUV HANSON AGGREGATE 10.00 gal. By SCHWARTZ Mix Time: 90 Concrete Temp: 76 Ambient Temp: 69 °F ASTM C1064 "F ASTM C1064 Slump: 7.00 in. ASTM C143 Tested at: San Diego Remarks: 3RD LIFT. PERMIT #CBI 10227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. HEk Corporate: 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel: (714)632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suile C, 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 Branch: 44917 Golf Cenler Parkway # I, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-MORTAR ASTM C270 Date Printed: 7/27/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087AO I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00874 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 6/29/2011 2X4 3.14 6,400 2,040 N/A 28 7/20/2011 2X4 3.14 9,860 3,140 N/A 28 7/20/2011 2X4 3.14 9,240 2,940 N/A 28 7/20/2011 2X4 3.14 10,100 3,210 N/A Specified Strength: 1,800 PSI Sampled By: MATTHEW JACKSON Location: 8" CMU WALL - GRID LINE C / 9 Concrete Supplier: SPECIFIED MIX Mix No.: TYPES Ticket No.: Water added at Site: gal. By Cement Type: Mix Time: 5 min. ASTMC172 Date Sampled: 6/22/2011 Date Received: 6/24/2011 Concrete Temp: 75 Ambient Temp: 70 °F ASTM C1064 °F ASTM C1064 Slump: in. ASTM C143 Tested at: San Diego Remarks: PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. yi Eduardo Dizon, R.C.E. 3100 PSI 28-day compression test complies with the specified strength. HEk Corporate: 2992 E. La Palma Avenue, Suile A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Feiris Square, Suile C, 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 Branch: 44917 Golf Cenler Parkway # I, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 7/27/2011 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No,: Project Name: SEE REMARKS 9087AOI HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA CHent: WAVECREST RESORTS LLL Set No,: 11-00964 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/21/2011 3X3X6 9.00 19,000 2,110 N/A 28 8/II/20II 3X3X6 9.00 28 8/11/2011 3X3X6 9.00 28 8/11/2011 3X3X6 9.00 Specified Strength: 3,000 PSI Sampled By: MATTHEW JACKSON Location: CMU WALL - GRID LINE C / 17 Concrete Supplier: HANSON AGGREGATE Mix No.: 3511501 Ticket No.: 412419 Water added at Site: 20.00 gaL By SCHWARTZ Cement Type: II/V Mix Time: 120 min. ASTMC172 Date Sampled: 7/14/2011 Date Received: 7/15/2011 Concrete Temp: 82 Ambient Temp: 70 °F ASTM C1064 °F ASTM C1064 Slump: 6 00 in. ASTM C143 Tested at: San Diego Remarks: 2ND LIFT. PERMIT #CB110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. Em Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suile C, 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 Branch: 44917 Golf Center Paikway#l, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM CI0I9 Date Printed: 7/27/201 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: Project Name: SEE REMARKS 9087AO I HILTON CARLSBAD OCEANFRONT RESORT & SP CARLSBAD, CA Client: WAVECREST RESORTS LLL Set No.: 11-00884 Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 7/I/20II 3X3X6 9.00 24,800 2,760 N/A 28 7/22/2011 3X3X6 9.00 29,600 3,290 N/A 28 7/22/2011 3X3X6 9.00 28,000 3,110 N/A 28 7/22/2011 3X3X6 9.00 27,350 3,040 N/A 28 H 7/22/2011 3X3X6 9.00 Specified Strength: 2,500 PSI Sampled By: MATTHEW JACKSON Location: CMU WALL - GRID LINE A / 5 Concrete Supplier: HANSON AGGREGATE Mix No.: 2511501 Ticket No.: 409607 Water added at Site: gal. By Cement Type: Mix Time: 60 min. ASTMC172 Date Sampled: 6/24/2011 Date Received: 6/27/201 Concrete Temp: 75 Ambient Temp: 65 °F ASTM C1064 °F ASTM C1064 Slump: 7.00 in. ASTM C143 Tested at: San Diego Remarks: 1 ST LIFT. PERMIT #CB 110227 Distribution: WAVECREST RESORTS LLL SOLTEK PACIFIC CITY OF CARLSBAD-BLDG INSPECTION DEPT. JOSEPH WONG DESIGN ASSOCIATES **LAB COPY** Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 3150 PSI 28-day compression test complies with the specified strength. liilirrk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispalch: 800.491.2990 San Diego/imperial County 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Cenler Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispalch: 800.491.2990 MTGL PROJECT*: 9087 B01 Pennit # CB110227 DAILY INSPECTION REPORT Report #39 Pagel ofi DSA/CITY File# DS/VOSHPD AppL #. DS/VLEA # Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report stiall be completed and signed by ttie special inspector conducting ttie inspection. PROJECT NAME: Hilton Ocean Front Resort / Parking Structure Date: July 22, 2011 ARCHITECT JWDA Architectas TIME ARRIVED 7am TIME DEPARTED Spm ENGINEER BFL Owen Structural Engineers TRAVEL TIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PU\NT • PT CONCRETE • SHOTCRETE K CONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE • • • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y Ki N • SOIL REPORT Y • N • SPECS: Y • N • APPROVED SHOP DRAWING Y • N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Hanson mix design 4033504, 4000psi 1" hard rock concrele CONTRACTORS EQUIPMENT/MANPOWER USED: H & M Conrele Laser Screed; place & finish for slab on grade f level ramp. AREA, GRID LINES, PIECES INSPECTED: Observed & verified the delivery & placing of 180 yards 4000psi concrele. Supplied by Hanson, mix design 4033504, placed by Merii Concrele Pumping 42 meter pump, laser screed & finished by H & M Concrele, for 1^' level ramp slab on grade constuction, 6 to 16 line blwn A&B. Sample & lest; 2 sets of (5) 4" x 8" cylinders were cast for compressive strength testing. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete conslruction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS S WAS NOT D Inspected in accordance with the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS M WAS NOT D N/A D Performed in accordance with DS/VOSPHD Project approved documents. THE WORK INSPECTED MET K DID NOT MEET • The requirements of the DSA/OSPHD Project approved documents. Samples taken: 2 sets of (5) 4" x 8" cylinders Wealher: sunny warm Temp: 78* cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Matthew Jackson pnnt Name Certification #:5269061 X4 49 92 86 Verified by:. mk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92S06 Tel: 714.632.2999 Fax: 714.632.2974 Dispalch: SOO.491.2990 San Diego/Imperial County Inland Empire 6295 Fenis Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*; 9087 BOI Perniit # CB110227 DAILY INSPECTION REPORT DSA/CITY File#. DSA/OSHPD Appl. #. DS/VLEA # Report#39 Pagelofi Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspection. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Parking Sfructure Date: July 21, 2011 ARCHITECT JWDA Architectas TIME ARRIVED Tam TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE • CONCRETE m MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE • • SPECS: YDND APPROVED SHOP DRAWING Y D N D AVAILABLE APPROVED PLANS Y H N • SOIL REPORT Y D N D DS/VOSHPD PROJECT APPROVED DOCUMENTS MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 6() rernforcing steel for Slab on grade level 1 ramp CONTRACTORS EQUIPMENT/MANPOWER USED: Minshew Bros Reinforcing Steel woriced 5 men AREA, GRID LINES, PIECES INSPECTED: Final inspeclion of lypical reinforcing sleel placed for slab on grade level 1 ramp 6to 16 line btwn A&B STRUCTURAL NOTES, DETAIL OR RFIS USED: Typical slab on grade detail on PS 2.0; REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post lension concrele conslruction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS K WASNOTD Inspected in accordance wilh the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS D WASNOTD N/A IHI Performed in accordancewith DSA/OSPHD Project approved documents. THE WORK INSPECTED MET B! DID NOT MEET D The requirements of the DS/VOSPHD Project approved documenls. Samples taken: Weather sunny warm Temp: 76* Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Sig Matthew Jackson Print Name Certification #:526906;l X4 49 92 86 Verified by: mk Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispalch: 800.491.2990 San Diego/Imperial County 6295 Fems Square Sie. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Cenler Pkwy., Sle.l Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT#: 9087 BOI Pemiit # CB110227 DAILY INSPECTION REPORT Report#38 Pagelofi DS/VCITY File# DS/\/OSHPD Appl. #. DSA/LEA # Special Inspection Reports must be distributed to the parties listed below wrthin 14 days ofthe inspection. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Pari<ing Structure Date: July 20, 2011 ARCHITECT JWDA Architectas TIME ARRIVED Tam TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCH TIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / pari<ing structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE K MASONRY • HIGH STRENGTH BOLTING D WELDING D SHOP WELD • FIREPROOFING • ANCHOR/DOWEL D NDE FIELD • NDE SHOP D CEILING WIRE • D. D. SPECS; YDND APPROVED SHOP DRAWING Y • N • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y H N • SOILREPORTYDND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 1/2" 7 strand cable grade 270 stressing lendons CONTRACTORS EQUIPMENT/MANPOWER USED: Minshew Bros Reinforcing Steel, 10 men woriced. AREA, GRID LINES, PIECES INSPECTED: Observed the continued placing of of A 615 grade 60 reinforcing steel bars for lypical slab on grade constnjction, 1^' level ramp, 6 lo 16 line btwn A&B. Continued placing of reinforcing steel & stressing lendons for elevated post lension deck constmction, pour area #1,2"' level, 1 to 9.5 btwn A&C STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.1; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post lension concrele constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS K| WAS NOT D Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS D WASNOTD N/A K Performed in accordance with DSA/OSPHD Project approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET IS DID NOT MEET D The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: Weather overcast Temp: 72* SigpatDie-crrspecial Inspector Matthew Jackson 7*" linnt Name Certification #:j5269061 ^4 49 p2;86 Verified by:_ Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmperiai County 6295 Fen-is Square Ste. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Sle.l Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispalch: 800.491.2990 MTGL PROJECT#; 9087 BOI Pennil # CB110227 DAILY INSPECTION REPORT DSA/CITY File# DSA/OSHPD Appl. #. DSA/LEA # Report#37 Pagelofi Special Inspection Reports must be distributed to the parties listed below wrthin 14 days of the inspectkin. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: July 19, 2011 ARCHITECT JWDA Architectas TIME ARRIVED Tam TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Soltec Paciflc SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure [a MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE SOIL REPORT Y b N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D DS/VOSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y Ei N D SPECS: YDND APPROVED SHOP DRAWING Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel 7 strand 1/2" grade 270stressing tendons CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: Observed the conlinued placing of reinforcing sleel & 1/2" 7 strand grade 270 stressing tendons for elevated deck conslmction, pour area #1, 2 level 1 line lo 9.5, blwn A&C. Begin placing of lypical reinforcing steel for slab on grade conslmction of 1^' level ramp, 6 line to 16 line blwn A&B STRUCTUFJAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.1; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post tension concrete constmction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS S WAS NOT D Inspected in accordance with the requiremenis ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS D WAS NOT D N/A ^ Performed in accordance with DS/VOSPHD Project approved documents. THE WORK INSPECTED MET K DID NOT MEET D The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: Weather: overcast Temp: 72* cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner SigoaWfe of Special Inspector Matthevv Jackson p ,j=:nni Name Certification #:f2§9061 X4 49jj§^ 86 Verifled by:^ -3" Corporate 2992 E La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Fenis Square Sie. C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispalch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax; 951.653.4666 Dispalch: 800.491.2990 Indio 44917 GolfCenler Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT#: OOST BOI Pennil # CB11022T DAILY INSPECTION REPORT DSA/CITY File# DSA/OSHPD Appl. #. DS/VLEA # Report#36 Pagelofi Special Inspection Reports must be distributed to the parties listed below wrttiin 14 days of the inspection. Reports of non-compliant condrtions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME: Hilton Ocean Front Resort / Paricing Structure Date: July 18, 2011 ARCHITECT JWDA Architectas TIME ARRIVED Tam TIME DEPARTED 3pm ENGINEER BFL Owen Structural Engineers TRAVELTIME LUNCHTIME CONTRACTOR Soltec Pacific SUB CONTRACTOR Pacific Structures INSPECTION ADDRESS 7200 Pronto dr, Carlsbad, Ca. ADDRESS OF PROJECT same / parking structure TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE K MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD SOIL REPORT Y D N D D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D. D. D. SPECS: Y D N D APPROVED SHOP DRAWING Y D N D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y H N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): A615 grade 60 reinforcing steel CONTRACTORS EQUIPMENT/MANPOWER USED: Schwartz Masonry; 4 masons, 5 tenders AREA, GRID LINES, PIECES INSPECTED: Observed & verified the delivery and placing of 9 yards 3500psi groul. Supplied by Hanson, mix design 3511501, placed by pump, and consolidated wl mechanical vibration @ the following locations: 1 lift 8' CMU barrier wall on C line btwn 10 & 12.5; 3' lifl 8" CMU for slain«ell & elevator enclosure walls (g 19 & C line Sample & test groul; 1 set of (4) 3" x 6" papers casl for compressive strength testing. STRUCTURAL NOTES, DETAIL OR RFIS USED: PS 2.0; PS 3.1; PS 3.2; PS 5.2 REMARKS, INCLUDING MEETINGS: Reinforced concrete, masonry, and post lension concrele construction is on going. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS S WAS NOT D Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS IS WASNOTD N/AD Performed in accordance with DSA/OSPHD Project approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET gj DID NOT MEET D The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: Weather: overcast Temp: 68* e of Special Inspector Matthew Jackson 7? prjm Name Certification #^69^1 X4(49 92 ^ ; y ''^ Verified bv: "!>' L OLA-£> (/r.^adt^ CITYOFCARLSBAD GRADING INSPECTION CHECKUST FOR PARTIAL SITE RELEASE ?c I (-0 3 PROJECT IMRPPCTOR- A/Art-I / . /V PROJECT ID_j£il^A5l/i^ DATE:, LOTS REQUESTED FOR RELEASE N/A = NOT APPLICABLE >/ = COMPLETE GRADING PERMIT NQ J^dOi? Sir.^L 1st 2nd. / / / ^/ i/ / 1. Sita access to requested lots adequate and logically grouped 2. Site erxTsion control measures adequate. 3. Overall site adequate for health, safety and welfare of public. 4. Letter fhsm Owner/Dev. requesting partiai release of speciflc lots, pads or bldg. 5. 814" X11" site plan (attachment) showing requested lots submitted. 6. Compaction report firom soils engineer submitted. (If soils report has been submitted with a previous partial release, a letter firom soils engineer referendng the soils report and identifying specific lots for release sharil accompany &ut>sequent partial releases). 7. EOW certification of work done with finish pad elevations of specific lots to be released. Letter must state lot (9) is graded to within a tenth (.1) of the approved grading plan. 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist. 9. Fully functional flre hydrants within 500 feet of building combustibles and an all weather roads access to site is required. Partial ralease of grading for the above stated lots is approved for the purpose of building pem^H issuance. Issuance of buikiing pemiits ts still subject to atl normal City requirements required pursuant to the building permit process. I I Partial release of the site is denied for the follawing reasons; Date Constaiction Manager Date J:.?Il.L;f;lASTER.7Cl">.W£'rARTSlTE.i-M,M CITY OF CARLSBAD PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Project Address: Permit No.: Informotfon proulded below refers to worb being done on the above mentioned permtt only. This form must be lompleted ond returned to tho Building Depgrtment before the permit con be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains 11 New building sewer line? Ves No )< Number of new roof drains? 0 Install/alter water line?...., Ygj Number of new water heaters? 0 Number of new, relocated or replaced gas outlets? 0 Number of new hose bibs? Upgrade existing panel? Ves No From _Amps to_ Amps Number of new panels or subpanels? 1 Single Phase , Number of new amperes Three Phase , Number of new amperes Three Phase 480 Number of new amperesj^^^ Remodel (relocate existing outlets/switches or add outlets/switches)? Ves No X Number of new furnaces, A/C, or heat pumps? ^ New or relocated duct work? Ves )C No Number of new fireplaces? ^ Number of new exhaust fans? "2- Relocate/install vent?.., NO Number of new exhaust hoods? Number of new boilers or compressors? 0. Number of HP Hfh B-18 Page 1 of 1 Rev. 03/09