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Home My WebLink AboutSDP 2017-0011; OMNI LA COSTA RESORT BALLROOM EXPANSION; FINAL SOILS REPORT; 2020-08-06 Geocon Project No. T2754-22-03 August 6, 2020 Project No. T2754-22-03 August 6, 2020 Omni Hotels and Resorts 4001 Maple Avenue, Suite 300 Dallas, Texas 75219 Attention: Mr. Eric Myer, Project Manager Subject: FINAL REPORT OF GEOTECHNICAL, SPECIAL INSPECTION AND MATERIALS TESTING AND OBSERVATION SERVICES OMNI LA COSTA RESORT & SPA BALLROOM EXPANSION 7316 ESTRELLA DE MAR ROAD CARLSBAD, CALIFORNIA Dear Mr. Myer: This report has been prepared to provide a summary of the geotechnical observation and testing, special inspection and materials testing services performed for the construction of the Omni La Costa Resort & Spa Ballroom Expansion located in Carlsbad, California. Geotechnical observation and testing, special inspection, and materials testing services for the project were provided by Geocon West, Inc. (Geocon) between March 29, 2019 and April 24, 2020. An interim report of geotechnical observation and testing during site grading for the ballroom expansion (Reference 2) was issued on April 19, 2019. Our scope of services during site improvements and building construction included: • Performing in-place density tests during site grading and utility trench backfill. • Performing in-place density tests on subgrade soil for sidewalk, drive approaches and an overflow dirt parking lot. • Performing in-place density tests on aggregate base placed and compacted for drive approaches. • Performing laboratory tests to aid in evaluating the compaction characteristics of soil utilized at the site. • Performing special inspection for reinforced concrete, masonry, welding, ultrasonic testing, high strength bolting, and post installed anchors during construction. • Performing laboratory tests to evaluate concrete, mortar, and grout conformance. • Preparing this report summarizing the geotechnical observation and testing, special inspection and materials testing for the project. GEOCON W E S T, I N C. GEOTECHNICAL ■ ENVIRONMENTAL ■ 41571 Corning Place, Suite l 01 ■ Murrieta, California 92562-7065 ■ Telephone 951.304.2300 ■ Fax 951.304.2392 Geocon Project No. T2754-22-03 - 2 - August 6, 2020 GENERAL The purpose of the geotechnical observations, special inspection and materials testing services is to evaluate whether the specifications required by the referenced project plans and the recommendations of the referenced geotechnical reports were followed. The observation and testing services were provided as requested by representatives of Omni Hotels. GEOTECHNICAL OBSERVATION AND TESTING During site grading and construction of the site improvements, compaction procedures were observed, and in-place density tests were performed to evaluate the relative compaction of the fill material using a nuclear density gauge in accordance with ASTM D6938 as shown in Tables I and II. Laboratory tests were performed on the fill soil to evaluate optimum moisture content and maximum dry density in accordance with ASTM D1557 as shown in Table III. The density tests from grading of the building pad (Reference 2) are included in Table II, and the grading density tests are plotted on the As-Graded Geologic Map, Figure 1. Results of the in-place density tests on the grading, sewer main, storm drain, water main, plumbing, electrical trenches indicate the soil placed was compacted to a dry density of at least 90 percent of the laboratory maximum dry density at the locations tested. In-place density tests taken for subgrade soil within drive approaches and the overflow dirt parking lot at the subgrade level and base materials indicate a dry density of at least 95 percent of the laboratory maximum dry density at the locations tested. It is our opinion that the earthwork for the subject project has been performed in substantial conformance with the project plans and geotechnical recommendations in the referenced reports. Geocon Project No. T2754-22-03 - 3 - August 6, 2020 SPECIAL INSPECTION AND MATERIALS TESTING The special inspections and materials testing consisted of inspection and testing of reinforced concrete, masonry, welding, ultrasonic testing, high-strength bolting, and post installed anchors. Additionally, Geocon was asked to provide a report observing and documenting stucco placed for the new ballroom on January 15, 2020. As part of the special inspection and testing, concrete samples were fabricated to test the compressive strength of the materials used during construction. Test results are summarized on the attached Table IV and were distributed to the project design team during construction. Laboratory testing indicates the following as having 28-day strength less than specified: • A concrete sample representing the footing at gridline 2.3 to 3 and a grout sample representing the 3rd lift between gridlines A.3 to B.2 and 6 to 6.3 exhibited test results with 28-day strengths that were less than specified but a 56-day compressive strength that was greater than the specified 28-day compressive strength. • A grout sample representing the 5th lift between gridlines between gridlines A.3 to B and 5 to 6.3 exhibited test results that averaged 98% of the specified 28-day design strength. • A mortar sample representing lintels on gridline 2.5 and 2.7 indicated a 28-day, 56-day, and 84-day strength less than specified. Test results were distributed to the project design team during construction and are included in the attached Tables IV and V. The structural engineer should review the compressive strengths for approval. The following items were noted during welding inspections along gridlines F from 2.9 to 4.1, 6.1 from E.2 to E.8, 4.8 from B.4 to D.7. The inspections were performed between December 27, 2019 and December 31, 2019 and marked as complete pending approval from the Structural Engineer: • The embedment depth detailed was 6 inches from the inside face shell of the CMU. The actual embedment depth inside of the face shell is approximately 4¼ inches. • The studs were welded to the plate so they could not be rotated when installed or tensioned after installation when in epoxy. The epoxy was placed and the plates were forced in place with a double jack sledgehammer. • Embeds along gridlines 4.8 and 6.1 were installed flush to the end of the CMU and anchors were welded 1½ inches from the plate edge. Per ICC ESR, the minimum edge distance was not achieved. • Beams at gridlines 6.1/E.4, D.9/5.1, and D.9/5.8 were welded per plan but did not achieve minimum stud anchor edge distance. • The detail shows that plates to be installed LLV but plates were installed LLH. Geocon Project No. T2754-22-03 - 4 - August 6, 2020 • In several locations the embed installation was placed incorrectly so that the fillet weld cannot be placed on one vertical leg without minimizing the two horizontal legs in varying degrees. • The beam at gridline F/3.3 was observed flush with the plate to the interior. The sub-contractor ground a bevel on the tube for better penetration and upsized the weld to ¼ inch for the remaining welds on the beam. • The beam embed plate at gridline 6.1/E.8 was notched to allow for the camera wire causing the corner of the tube to lose approximately 3 inches of weld at that location. • The beams at gridlines 3.1/F, 3.9/F, and 4.95/F were observed hanging off the plate to the inside/outside to varying degrees. The weld was upsized at the remaining sides to ¼ inch. An email containing a copy of the inspector’s report was sent to the project team on December 30, 2019, stating the Structural Engineer should review for acceptance. An email response from Matthew Pearson with DCI Engineers was received on August 5, 2020 stating DCI had reviewed these (welding) conditions and take no exception to the as-built construction. We declare that, to the best of our knowledge, the work inspected and tested to date, which required material sampling and testing of structural components, is in general conformance with the approved project plans and specifications, and the applicable workmanship provisions of the 2016 California Building Code with the exceptions noted above. LIMITATIONS The conclusions contained herein apply only to our work with respect to the locations indicated and represent conditions at the date of our final observation April 24, 2020. Any subsequent grading or backfill should be done in conjunction with our observation and testing services. As used herein, the term “observation” implies only that we observed the progress of the work with which we agreed to be involved. Our services did not include the evaluation or identification of the potential presence of hazardous or corrosive materials. Our conclusions and opinions as to whether the work essentially complies with the job specifications are based on our observations, experience, and test results. Subsurface conditions, and the accuracy of tests used to measure such conditions, can vary greatly at any time. We make no warranty, express or implied, except that our services were performed in accordance with engineering principles generally accepted at this time and location. We will accept no responsibility for any subsequent changes made to the site by others, by the uncontrolled action of water, or by the failure of others to properly repair damages caused by the uncontrolled action of water. The findings of this report may be invalidated wholly or partially by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of one year of the date of this report. Geocon Project No. T2754-22-03 - 5 - August 6, 2020 If you have any questions regarding this report, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCON WEST, INC. Lisa A. Battiato CEG 2316 Shawn Foy Weedon GE 2714 KBP:SFW:hd Attachments: References Table I, Explanation of Coded Terms Table II, Summary of Field Density Test Results Table III, Summary of Maximum Dry Density Optimum Moisture Content Test Results Table IV, Concrete Compression Testing Results Summary Table V, Concrete Data Reports Figure 1, As-Graded Geologic Map Distribution: Addressee Geocon Project No. T2754-22-03 August 6, 2020 REFERENCES 1. Michael Baker International, 2018, Omni La Costa Resort & Spa, Ballroom Expansion, 7315 Estrella De Mar Road, Plan Set submitted July 20. 2. Geocon West, Inc., 2019, Interim Report of Geotechnical Observation and Testing Services during Site Grading, Omni La Costa Resort & Spa Ballroom Expansion, 7316 Estrella De Mar Road, Carlsbad, California, 3. Geocon West, Inc., 2018, Permeability Test Results, Proposed Ballroom Additions, Omni La Costa Resort, 2100 Costa Del Mar Road, Carlsbad, California, dated February 27. 4. Geocon West, Inc., 2017, Geotechnical Investigation, Proposed Ballroom and Members Clubhouse Additions, Omni La Costa Resort, 2100 Costa Del Mar Road, Carlsbad, California, Geocon Project No. T2754-22-01, dated January 31. TABLE IEXPLANATION OF CODED TERMSAC Asphalt Concrete FS Fire Service SG SubgradeB Base FSL Fire Service Lateral SL Sewer LateralBF Bottom of FootingGTGas TrenchSM Sewer MainBTM Bottom of Overexcavation ITIrrigation TrenchSR Slope RepairCGCurb/GutterJTJoint TrenchST Slope TestDWDrivewayPTPlumbing TrenchSW SidewalkETElectrical Trench RW Reclaimed Water MainWB Wall BackfillFBFooting Backfill RWL Reclaimed Water Lateral WL Water LateralFGFinish GradeSDStorm DrainWM Water MainA, B, C, …RThe laboratory maximum dry density and optimum moisture content can be adjusted for in-place soil that possesses rock larger than ¾ inch. The curve no. is adjusted for the percentage of ¾ inch rock in accordacne with ASTM D 4718 or Woodward Clyde guidelines.TEST NO. PREFIXCURVE NO.>¾" ROCK - ROCK CORRECTIONTEST NO. RE.Retest of previous density test failure following additional moisture conditioning or recompaction.Fill in area of density test was removed during construction operations.ELEVATION OR DEPTHCorresponds to the elevation or the depth, in feet, of the in-place density/moisture content test. The value has been rounded to the nearest whole foot.Corresponds to the curve numbers presented in the summary of the laboratory maximum dry density and optimum moisture content test resluts. The field representative selected the curve no. based on the laboratory test results and field observations.0GEOCON I I TABLE IISUMMARY OF FIELD DENSITY TEST RESULTSProject Name:Project No.:Pre. No. Re.1 04/03/19 Building Pad 53 3 0 120.8 12.7 109.8 13.6 91 902 04/03/19 Building Pad 54 2 0 116.5 12.5 106.3 14.6 91 903 04/03/19 Building Pad 55 1 0 126.5 9.5 115.8 11.8 92 904 04/03/19 Building Pad 53 1 0 126.5 9.5 117.0 12.0 92 905 04/04/19 Building Pad 49 3 0 120.8 12.7 108.9 13.0 90 906 04/04/19 Building Pad 51 1 0 126.5 9.5 118.6 12.5 94 907 04/04/19 Building Pad 57 3 0 120.8 12.7 112.2 14.4 93 908 04/04/19 Building Pad 53 1 0 126.5 9.5 119.7 11.2 95 909 04/04/19 Building Pad 53 3 0 120.8 12.7 109.9 14.8 91 9010 04/04/19 Building Pad 55 1 0 126.5 9.5 117.5 11.7 93 9011 04/09/19 Building Pad 56 1 0 126.5 9.5 114.8 11.4 91 9012 04/09/19 Building Pad 57 1 0 126.5 9.5 120.1 10.3 95 9013 04/09/19 Building Pad 56 3 0 120.8 12.7 116.8 14.6 97 9014 04/09/19 Building Pad 57 1 0 126.5 9.5 119.0 11.2 94 9015 04/12/19 Building Pad 53 2 0 116.5 12.5 106.2 12.8 91 9016 04/12/19 Building Pad 55 1 0 126.5 9.5 114.3 9.9 90 9017 04/12/19 Building Pad 57 4 0 116.2 11.4 108.1 13.3 93 9018 04/12/19 Building Pad 50 3 0 120.8 12.7 108.8 14.7 90 9019 04/12/19 Building Pad 52 3 0 120.8 12.7 110.2 13.2 91 9020 04/12/19 Building Pad 54 3 0 120.8 12.7 109.0 14.5 90 9021 04/15/19 Building Pad 55 1 0 126.5 9.5 110.4 13.4 87 9021 A 04/15/19 Building Pad 55 1 0 126.5 9.5 115.2 11.7 91 9022 04/15/19 Building Pad - Loading Dock 56 1 0 126.5 9.5 113.9 10.5 90 9023 04/15/19 Building Pad 56 4 0 116.2 11.4 105.9 13.3 91 90FG 24 04/15/19 Building Pad 57 2 0 116.5 12.5 109.5 13.8 94 90FG 25 04/15/19 Building Pad 57 2 0 116.5 12.5 106.2 12.9 91 90FG 26 04/15/19 Building Pad 57 4 0 116.2 11.4 108.0 12.2 93 90FG 27 04/15/19 Building Pad 57 4 0 116.2 11.4 108.5 11.7 93 90FG 28 04/15/19 Building Pad 57 4 0 116.2 11.4 106.3 11.9 91 90Field Dry Density (pcf)Field Moisture Content (%)Relative Compaction (%)Required Relative Compaction (%)Omni La Costa SI & Mat TestingT2754-22-03 Test No. DateLocationElev. or Depth (feet)Curve No.>¾" Rock (%)Max. Dry Density (pcf)Opt. Moist Content (%)0GEOCON TABLE IISUMMARY OF FIELD DENSITY TEST RESULTSProject Name:Project No.:Pre. No. Re.Field Dry Density (pcf)Field Moisture Content (%)Relative Compaction (%)Required Relative Compaction (%)Omni La Costa SI & Mat TestingT2754-22-03 Test No. DateLocationElev. or Depth (feet)Curve No.>¾" Rock (%)Max. Dry Density (pcf)Opt. Moist Content (%)FG 29 04/15/19 Building Pad - Loading Dock57 4 0 116.2 11.4 110.1 11.6 959030 04/17/20 Roadway-North of Ballroom55 7 0 136.8 7.7 124.7 4.6 91 9030 A 04/17/20 Roadway-North of Ballroom55 7 0 136.8 7.7 128.9 7.1 94 9031 04/17/20 Roadway-North of Ballroom56 8 0 141.1 7.5 127.8 6.3 91 9032 04/17/20 Roadway-North of Ballroom55 7 0 136.8 7.7 125.9 10.0 92 9033 04/17/20 Roadway-North of Ballroom55 7 0 136.8 7.7 126.8 6.7 93 9034 04/17/20 Roadway-North of Ballroom56 8 0 141.1 7.5 128.0 5.8 91 9035 04/20/20 Roadway-North of Ballroom57 8 0 141.1 7.5 128.4 7.2 91 9036 04/20/20 Roadway-North of Ballroom58 8 0 141.1 7.5 127.9 7.7 91 9037 04/24/20 Loading Dock-South of Ballroom51 2 0 116.5 12.5 105.9 15.7 91900GEOCON TABLE IISUMMARY OF FIELD DENSITY TEST RESULTSProject Name:Project No.:Pre. No. Re.SD 1 03/29/19 Existing Grease Interceptor 51 3 0 120.8 12.7 108.7 12.8 90 90SD 2 03/29/19 Existing Grease Interceptor 53 3 0 120.8 12.7 108.9 13.0 90 90SD 3 04/03/19 West Side of Site 56 3 0 120.8 12.7 109.4 13.1 91 90SD 4 04/03/19 West Side of Site 58 1 0 126.5 9.5 114.5 9.8 91 90SD 5 04/04/19 North Side of Site 56 2 0 116.5 12.5 104.9 12.8 90 90SD 6 04/04/19 North Side of Site 57 3 0 120.8 12.7 111.4 13.5 92 90SD 7 04/09/19 West Side of Site 55 2 0 116.5 12.5 107.6 15.6 92 90SD 8 04/09/19 West Side of Site 57 3 0 120.8 12.7 112.5 14.6 93 90SD 9 04/09/19 West Side of Site 56 3 0 120.8 12.7 111.0 13.5 92 90SD 10 04/09/19 West Side of Site 58 3 0 120.8 12.7 109.3 14.8 90 90SD 11 04/09/19 NW Corner of Site 57 2 0 116.5 12.5 105.0 14.2 90 90SD 12 04/09/19 NW Corner of Site 59 1 0 126.5 9.5 116.8 11.1 92 90SD 13 04/10/19 South Side of Site 50 3 0 120.8 12.7 111.6 14.1 92 90SD 14 04/10/19 South Side of Site 52 3 0 120.8 12.7 109.0 14.6 90 90SD 15 04/10/19 South Side of Site 51 3 0 120.8 12.7 110.4 14.4 91 90SD 16 04/10/19 South Side of Site 54 3 0 120.8 12.7 110.0 14.7 91 90SD 17 04/11/19 West Side of Site 51 3 0 120.8 12.7 111.9 13.9 93 90SD 18 04/11/19 West Side of Site 53 3 0 120.8 12.7 115.4 13.4 96 90SD 19 04/15/19 South Side of Site 49 3 0 120.8 12.7 106.6 10.0 88 90SD 19 A 04/15/19 South Side of Site 49 3 0 120.8 12.7 109.2 13.1 90 90SD 20 04/15/19 South Side of Site 52 3 0 120.8 12.7 105.2 10.3 87 90SD 20 A 04/15/19 South Side of Site 52 3 0 120.8 12.7 110.0 13.3 91 90SD 21 04/16/19 South Side of Site 53 3 0 120.8 12.7 111.3 13.5 92 90SD 22 04/16/19 SD Box-SW Corner 53 3 0 120.8 12.7 111.0 12.9 92 90SD 23 04/16/19 SD Box-SW Corner 55 3 0 120.8 12.7 110.0 13.6 91 90SD 24 10/28/19 Line 26 54 3 0 120.8 12.7 110.9 13.5 92 90SD 25 12/18/20 Line 1 - North of Building 55 3 0 120.8 12.7 113.4 13.4 94 90SD 26 12/18/20 Line 1 - North of Building 56 3 0 120.8 12.7 111.8 12.9 93 90Omni La Costa SI & Mat TestingT2754-22-03 Test No. Date LocationElev. or Depth (feet)Curve No.>¾" Rock (%)Max. Dry Density (pcf)Opt. Moist Content (%)Field Dry Density (pcf)Field Moisture Content (%)Relative Compaction (%)Required Relative Compaction (%)0GEOCON TABLE IISUMMARY OF FIELD DENSITY TEST RESULTSProject Name:Project No.:Pre. No. Re.SM 1 04/11/19 Grease Interceptor 53 3 0 120.8 12.7 109.6 13.2 91 90SM 2 04/11/19 Grease Interceptor 54 3 0 120.8 12.7 112.0 13.3 93 90SM 3 04/12/19 Grease Interceptor 54 3 0 120.8 12.7 109.2 13.0 90 90Omni La Costa SI & Mat TestingT2754-22-03 Test No. Date LocationElev. or Depth (feet)Curve No.>¾" Rock (%)Max. Dry Density (pcf)Opt. Moist Content (%)Field Dry Density (pcf)Field Moisture Content (%)Relative Compaction (%)Required Relative Compaction (%)0GEOCON TABLE IISUMMARY OF FIELD DENSITY TEST RESULTSProject Name:Project No.:Pre. No. Re.WM 1 10/16/19 Estrella Del Mar -2.0 1 0 126.5 9.5 115.2 12.0 91 90WM 2 10/18/19 Estrella Del Mar -2.0 1 0 126.5 9.5 115.7 10.9 91 90WM 3 10/18/19 Estrella Del Mar -2.0 1 0 126.5 9.5 115.9 11.5 92 90WM 4 10/18/19 Estrella Del Mar -1.0 1 0 126.5 9.5 114.8 12.0 91 90WM 5 10/22/19 Estrella Del Mar -3.0 1 0 126.5 9.5 115.5 12.1 91 90WM 6 10/22/19 Estrella Del Mar -1.0 1 0 126.5 9.5 115.9 11.5 92 90WM 7 11/13/19 Estrella Del Mar -1 3 0 120.8 12.7 113.1 12.8 94 90WM 8 11/13/19 Estrella Del Mar SG 3 0 120.8 12.7 114.8 13.1 95 90WM 9 11/13/19 Estrella Del Mar -1 3 0 120.8 12.7 113.7 12.5 94 90WM 10 11/14/19 Estrella Del Mar -1 3 0 120.8 12.7 111.6 13.4 92 90WM 11 11/14/19 Estrella Del Mar -1 3 0 120.8 12.7 113.3 12.9 94 90WM 12 11/14/19 Estrella Del Mar SG 3 0 120.8 12.7 117.4 12.7 97 90Field Dry Density (pcf)Field Moisture Content (%)Relative Compaction (%)Required Relative Compaction (%)Omni La Costa SI & Mat TestingT2754-22-03 Test No. DateLocationElev. or Depth (feet)Curve No.>¾" Rock (%)Max. Dry Density (pcf)Opt. Moist Content (%)0GEOCON TABLE IISUMMARY OF FIELD DENSITY TEST RESULTSProject Name:Project No.:Pre. No. Re.PT 1 05/06/19 Western Edge of Pad 56.5 3 0 120.8 12.7 111.3 12.9 92 90PT 2 05/06/19 Western Edge of Pad 56.5 3 0 120.8 12.7 109.9 13.1 91 90PT 3 05/06/19 Western Edge of Pad 56.5 3 0 120.8 12.7 109.7 13.4 91 90PT 4 05/06/19 Western Edge of Pad 56.5 3 0 120.8 12.7 111.2 12.7 92 90Field Dry Density (pcf)Field Moisture Content (%)Relative Compaction (%)Required Relative Compaction (%)Omni La Costa SI & Mat TestingT2754-22-03 Test No. DateLocationElev. or Depth (feet)Curve No.>¾" Rock (%)Max. Dry Density (pcf)Opt. Moist Content (%)0GEOCON TABLE IISUMMARY OF FIELD DENSITY TEST RESULTSProject Name:Project No.:Pre. No. Re.ET 1 05/03/19 South Side Near Existing Building 56 3 0 120.8 12.7 108.8 13.8 90 90ET 2 05/06/19 South Side Near Existing Building 57 3 0 120.8 12.7 111.2 14.1 92 90ET 3 05/06/19 South Side Near Existing Building 56 3 0 120.8 12.7 110.1 13.5 91 90ET 4 05/08/19 South Side Near Existing Building 57 3 0 120.8 12.7 110.2 14.0 91 90ET 5 05/08/19 South Side Near Existing Building 56 3 0 120.8 12.7 109.7 14.2 91 90Field Dry Density (pcf)Field Moisture Content (%)Relative Compaction (%)Required Relative Compaction (%)Omni La Costa SI & Mat TestingT2754-22-03 Test No. DateLocationElev. or Depth (feet)Curve No.>¾" Rock (%)Max. Dry Density (pcf)Opt. Moist Content (%)0GEOCON TABLE IISUMMARY OF FIELD DENSITY TEST RESULTSProject Name:Project No.:Pre. No. Re.SG 1 05/03/19 Overflow Parking Lot (SW) SG 3 10 123.6 11.5 117.6 11.9 95 95SG 2 05/03/19 Overflow Parking Lot (SW) SG 3 10 123.6 11.5 117.4 12.0 95 95SG 3 05/03/19 Overflow Parking Lot (SW) SG 3 20 126.6 10.3 121.4 10.7 96 95SG 4 05/03/19 Overflow Parking Lot (SW) SG 3 20 126.6 10.3 120.4 10.4 95 95SG 5 05/03/19 Overflow Parking Lot (NE) SG 3 20 126.6 10.3 121.4 10.5 96 95SG 6 05/03/19 Overflow Parking Lot (NE) SG 3 20 126.6 10.3 121.6 10.8 96 95SG 7 05/03/19 Overflow Parking Lot (NE) SG 3 20 126.6 10.3 120.5 10.4 95 95SG 8 05/03/19 Overflow Parking Lot (NE) SG 3 10 123.6 11.5 118.5 11.8 96 95SG 9 05/03/19 Overflow Parking Lot (NW) SG 3 20 126.6 10.3 120.1 10.7 95 95SG 10 05/03/19 Overflow Parking Lot (NW) SG 3 20 126.6 10.3 121.5 10.7 96 95SG 11 05/03/19 Overflow Parking Lot (NW) SG 3 20 126.6 10.3 121.6 10.6 96 95SG 12 05/03/19 Overflow Parking Lot (NW) SG 3 20 126.6 10.3 120.2 10.4 95 95SG 13 05/21/19 Estrella Del Mar - North Approach SG 3 0 120.8 12.7 111.313.8 92 95SG 13 A 05/22/19 Estrella Del Mar - North Approach SG 3 0 120.8 12.7 115.0 13.1 95 95SG 14 05/22/19 Estrella Del Mar - South Approach SG 3 20 126.6 10.3 121.2 11.2 96 95SG 15 06/19/19 Electrical Room Slab SG 3 20 126.6 10.3 117.9 10.5 93 90SG 16 06/19/19 Electrical Room Slab SG 3 20 126.6 10.3 117.7 10.8 93 90SG 17 06/20/19 Electrical Room Slab SG 3 20 126.6 10.3 116.6 10.8 92 90SG 18 06/20/19 Electrical Room Slab SG 3 20 126.6 10.3 117.7 10.6 93 90SG 19 06/20/19 Electrical Room Slab SG 2 0 116.5 12.5 104.8 13.4 90 90SG 20 07/24/20 Existing Building - ADA Ramp SG 3 10 123.6 11.5 115.1 12.193 90SG 21 12/10/20 Water Main - S. End of Estrella Del Mar SG 6 0 138.6 7.4131.4 8.5 95 95SG 22 04/04/20 Driveway - North of Building Addition SG 1 0 126.5 9.5 116.0 10.9 92 95SG 22 A 04/20/20 Driveway - North of Building Addition SG 1 0 126.5 9.5 119.9 10.6 95 95SG 23 04/04/20 Driveway - North of Building Addition SG 1 0 126.5 9.5 115.8 11.4 92 95SG 23 A 04/20/20 Driveway - North of Building Addition SG 1 0 126.5 9.5 120.2 10.3 95 95Field Dry Density (pcf)Field Moisture Content (%)Relative Compaction (%)Required Relative Compaction (%)Omni La Costa SI & Mat TestingT2754-22-03 Test No. DateLocationElev. or Depth (feet)Curve No.>¾" Rock (%)Max. Dry Density (pcf)Opt. Moist Content (%)0GEOCON TABLE IISUMMARY OF FIELD DENSITY TEST RESULTSProject Name:Project No.:Pre. No. Re.B 1 05/23/19 Estrella Del Mar - North Approach BG 5 0 117.7 13.3 111.6 15.2 95 95B 2 05/23/19 Estrella Del Mar - South Approach BG 5 0 117.7 13.3 111.9 14.9 95 95Omni La Costa SI & Mat TestingT2754-22-03 Test No. Date LocationElev. or Depth (feet)Curve No.>¾" Rock (%)Max. Dry Density (pcf)Opt. Moist Content (%)Field Dry Density (pcf)Field Moisture Content (%)Relative Compaction (%)Required Relative Compaction (%)0GEOCON TABLE IISUMMARY OF FIELD DENSITY TEST RESULTSProject Name:Project No.:Pre. No. Re.SW 1 05/22/19 Estrella Del Mar - West Side SG 3 0 120.8 12.7 111.3 12.9 9290SW 2 05/22/19 Estrella Del Mar - West Side SG 3 20 126.6 10.3 116.4 11.2 9290SW 3 05/22/19 Estrella Del Mar - West Side SG 3 20 126.6 10.3 115.5 11.8 9190SW 4 05/22/19 Estrella Del Mar - West Side SG 3 20 126.6 10.3 117.4 10.9 9390SW 5 04/04/20 North Side of Building SG 1 0 126.5 9.5 116.1 10.5 92 90SW 6 04/04/20 North Side of Building SG 1 0 126.5 9.5 114.7 10.8 91 90Omni La Costa SI & Mat TestingT2754-22-03 Test No. Date LocationElev. or Depth (feet)Curve No.>¾" Rock (%)Max. Dry Density (pcf)Opt. Moist Content (%)Field Dry Density (pcf)Field Moisture Content (%)Relative Compaction (%)Required Relative Compaction (%)0GEOCON TABLE IIISUMMARY OF MAXIMUM DRY DENSITY OPTIMUM MOISTURE CONTENT TEST RESULTSProject Name:Project No.:Curve No. DescriptionMax. Dry Density (pcf)Opt. Moist Content (%)1 Clay (CL) with Some Sand, Brown (from Geotechnical Investigation)126.59.52Claystone to Clayey Sandstone (CL-SC), Brown116.512.53Silty SAND (SM) with Little Clay & Trace Gravel, Grayish Brown120.812.74Import - Silty SAND (SM), Dark Brown116.211.45Superior, San Marcos Recycled Base (Plant Max)117.713.36Silty SAND (SM) with Trace of Gravel, Brown138.67.47DG from Robertson's, El Cajon136.87.78Stockpiled Base Material, Source Unknown141.17.5Omni La Costa SI & Mat TestingT2754-22-03 TABLE IVCompression Testing ResultsOmni La Costa Ballroom AdditionCarlsbad, CaliforniaDate # ofReq. Mix Design AgeAgeAgeAgeAgeSampled SamplesPSIPSI %PSI %PSI %PSI %PSI %1 5/20/19 5 Footings, Gridline 3E5,000 1577880 8 4,780 96% 28 6,150 123% 28 6,020 120% 28 5,880 118% HOLD2 5/20/19 5 Footings, Gridline B between 2.2 to 35,000 1577880 8 4,720 94% 28 5,990 120% 28 6,040 121% 28 5,780 116% HOLD3 5/24/19 5 Southern Driveway Approach, North Lot3,250 565‐0‐3250PSW 7 2370 73% 28 3700 114% 28 4080 126% 28 3830 118% HOLD4 5/30/19 5 Slab‐on‐grade Line 5 Between B & E4,000 1577780 7 3760 94% 28 5050 126% 28 5220 131% 28 5670 142% HOLD5 5/30/19 5 Slab‐on‐grade Line 3.7 between E & D4,000 1577780 7 3620 91% 28 5050 126% 28 4360 109% 28 5040 126% HOLD6 5/30/19 5 Slab‐on‐grade4,000 1577780 7 3560 89% 28 4520 113% 28 4570 114% 28 4870 122% HOLD7 5/31/19 5 Sidewalk next to North Lot south of Driveways3,250 1577924 7 2910 90% 28 3790 117% 28 4010 123% 28 4120 127% HOLD8 6/13/19 5 Footings @ Grids B.6&15,000 1577780 7 4740 95% 28 5530 111% 28 5890 118% 28 6010 120% HOLD9 6/13/19 5 Slab on Grade @ D.6&2.14,000 157778074210 105% 28 5470 137% 28 5100 128% 28 5500 138% HOLD10 6/13/19 5 Slab on Grade @ Grids E&64,000 1577780 7 4360 109% 28 5680 142% 28 5090 127% 28 5640 141% HOLD11 6/17/19 5 Footings @ Line 6 from B.4 to C.85,000 1577780 7 4700 94% 28 5940 119% 28 5890 118% 28 6210 124% HOLD12 6/20/19 3 Mortar: Wall at Corner of Line 1 and E.92,800 Type S 28 4200 150% 28 4080 146% 28 4340 155%13 6/26/19 4 Grout: West Wall of Rooms 102‐106 ‐ 1st Lift2,000 1577998 7 1900 95% 28 2870 144% 28 2710 136% 28 2680 134%14 7/1/19 5 Footing Between 2.3 ‐ 35,000 1577780 7 3670 73% 28 4780 96% 56 5460 109% 56 5720 114% 56 5900 118%15 7/1/20 4 Grout: 2nd Lift2,000 1577998 7 2090 105% 28 2990 150% 28 2990 150% 28 2980 149%16 7/2/20 3 Mortar: 3rd Lift on Line 12,800 Type S 28 5320 190% 28 4550 163% 28 4310 154%17 7/9/19 4 Grout: 3rd Lift ‐ Line B from Line 1 to 2/Line 1 from B to P2,000 157799872410 121% 28 3240 162% 28 3260 163% 28 3080 154%18 7/9/19 3 Mortar: 1st Lift on Line A2,800 Type S 28 5570 199% 28 5420 194% 28 5400 193%19 7/11/19 3 Mortar: 4th Lift ‐ Line F Between 1 & 22,800 Type S 28 5320 190% 28 5240 187% 28 5390 193%20 7/11/19 3 Grout: Steel Column @ 5‐B.87,000 Sika212 28 6940 99% 28 7170 102% 28 7410 106%21 7/12/19 3 Grout: Steel Column @ 2.2/D.47,000 Sika212 28 7590 108% 28 7360 105% 28 7740 111%22 7/16/19 5 Line A.34,000 1577780 7 3510 88% 28 4940 124% 28 5060 127% 28 4800 120%23 7/16/19 3 Mortar: 1st Lift ‐ Line F.12,800 Type S 28 5310 190% 28 5490 196% 28 5250 188%24 7/22/19 4 Grout:Line 1, Line B, and Line F Between 1 to 1.42,000 1577998 72160 108% 28 3020 151% 28 2930 147% 28 2820 141%25 7/22/19 3 Mortar: 1st Lift on Line A.3 from 5 to 6.32,800 Type S 28 4680 167% 28 4400 157% 28 4710 168%26 7/24/19 5 Loading Dock Footing5,000 1577780 7 3830 77% 28 5050 101% 28 5510 110% 28 5360 107% HOLD27 7/25/19 4 Grout: 3rd Lift ‐ Line 22,000 1577998 7 1370 69% 28 2600 130% 28 2620 131% 28 2130 107%28 7/26/19 5 Ramp Bewteen A to A.3 & 2.8 to 3.74,000 1577780 7 3500 88% 28 4750 119% 28 4710 118% 28 4610 115% HOLD29 7/29/19 4 Grout: 4th Lift ‐ Line B & F Between 1.4 to 2.02,000 1577998 7 2260 113% 28 3230 162% 28 3150 158% 28 3220 161%30 7/30/19 3 Mortar: 2nd Lift Between Gridline A & B from 3.8 to 4.82,800 Type S28 5410 193% 28 5180 185% 28 5190 185%0%31 7/31/19 4 Grout: 2nd Lift2,000 1577998 7 2060 103% 28 2600 130% 28 2290 115% 28 2910 146%32 7/31/19 5 Spread Footing Between AA & CC5,000 1577780 7 4740 95% 28 6310 126% 28 5760 115% 28 6020 120% HOLD33 8/1/19 5 Stairs Bewteen A.3/B & 1.4/2.4 & CIP Wall @ Loading Dock4,000 1577780 7 4320 108% 28 5340 134% 28 5130 128% 28 5280 132% HOLD34 8/2/19 3 Mortar: 3rd Lift Between A.3 to B & 3.4 to 4.32,800 Type S 28 4650 166% 28 4640 166% 28 4270 153%35 8/5/19 4 Grout: 2nd Lift on Line A Between 2.7 & 3.52,000 1577998 7 1460 73% 29 2430 122% 29 2370 119% 29 1960 98%36 8/6/19 3 Mortar: 2nd Lift ‐ Line F.1 from 4.4 to 6.22,800 Not Specified 28 4950 177% 28 4850 173% 28 5100 182%378/6/19 5Slab Fill Around Columns Line 2.2 Between B.4 to D.64,000 1577780 7 3960 99% 28 5440 136% 28 5480 137% 28 4950 124%38 8/8/19 4 Grout: 3rd Lift Between Line A & B and 2.7 to Line S2,000 1577998 7 1730 87% 28 2410 121% 28 2290 115% 28 2380 119%39 8/13/19 3 Mortar: 1st Lift ‐ Loading Dock Walls2,800 Type S 28 3900 139% 28 3980 142% 28 3980 142%40 8/13/19 4 Grout: 3rd Lift Between Line 2 to 3.8 & F to F.12,000 1577998 7 1920 96% 28 2470 124% 28 2430 122% 28 2570 129%41 8/14/19 4 Grout: 4th Lift Between A to B & 2.3 to 3.82,000 1577998 7 1530 77% 28 2220 111% 28 2420 121% 28 2290 115%428/19/19 4Grout: 1st Lift ‐ Loading Dock RM 116 @ Main Electric RM 1172,000 1577998 7 2170 109% 28 2780 139% 28 2600 130% 28 2710 136%43 8/19/19 3 Mortar: 2nd Lift Walls Gridline A.3 to B.2 & 5 to 6.32,800 Type S 28 6390 228% 28 6160 220% 28 6480 231%44 8/21/19 4 Grout: 2nd Lift ‐ Loading Dock & Main Electrical Room2,000 1577998 7 1760 88% 28 2670 134% 28 2530 127% 28 2120 106%45 8/27/19 4 Grout: Between Gridline 1.4 to 2.5 & C.C to A.52,000 1577998 7 1750 88% 28 2880 144% 28 2800 140% 28 2860 143%46 8/27/19 3 Mortar: Lintels on Line 2.5 & 2.72,800 Type S 28 2180 78% 56 2270 81% 84 2300 82%47 9/3/19 4 Grout: 4th Lift Gridline 1.4 & C.C2,000 157799871690 85% 28 2440 122% 28 2470 124% 28 2360 118%48 9/4/19 3 Mortar: 4th Lift ‐ Line 6.2 from E to F.12,800 Type S 28 3500 125% 28 3260 116% 28 2990 107%49 9/9/19 4 Grout: 5th Lift Gridline 1.4 & 2.4 between C.C to A.52,000 1577998 7 1800 90% 28 2520 126% 28 2510 126% 28 2510 126%50 9/12/19 4 Grout: 3rd Lift Between A.3 to B.2 & 6 to 6.32,000 1577998 7 1450 73% 28 1970 99% 56 2190 110% 56 2310 116%51 9/16/19 4 Grout: 5th Lift ‐ Wall & Lintels Between4.2 to 6.3 & D.9 to F.12,000 1577998 7 1760 88% 28 2530 127% 28 2300 115% 28 2360 118%52 9/17/19 3 Mortar: 4th Lift ‐ Walls Between Lines 4.2 to 4.6 & E.5 to F.12,800 Type S 28 5000 179% 28 4680 167% 28 4620 165%53 9/18/19 4 Grout: 4th Lift ‐ Walls Between Lines A.3 to B & 5 to 6.32,000 1577998 7 2060 103% 28 2870 144% 28 2950 148% 28 2870 144%54 9/19/19 4 Grout: 5th Lift ‐ Walls Line 6.2 Between D.9 to F.1A.3 to B & 5 to 6.4 2,000 1577998 7 1710 86% 28 2330 117% 28 2390 120% 28 2370 119%55 9/23/19 4 Grout: 5th Lift between Gridline A.3 to B & 5 to 6.32,000 157799871600 80% 28 2080 104% 28 1960 98% 28 1830 92%56 9/25/19 4 Grout: 6th Lift between Gridlines A.3 to B & 5 to 6.32,000 1577998 7 1740 87% 28 2620 131% 28 2440 122% 28 2620 131%57 9/25/19 3 Mortar: 1st Lift of Trellace Pillars between Gridline AA to DD2,800 Type S 28 4790 171% 28 4400 157% 28 4620 165%58 9/27/19 4 Grout: 1st Lift of Trellace Pillars Gridline AA to DD & 5.1 to 5.92,000 1577998 7 1130 57% 28 2120 106% 28 2110 106% 28 2070 104%59 10/1/20 4 2nd Lift of Trellace Pillars Gridline AA to DD & 5.1 to 5.92,000 1577998 7 2050 103% 28 3300 165% 28 2150 108% 28 3160 158%60 10/3/20 4 Grout: 7th Lift between Gridline A.3 to B.2 & 5 to 6.32,000 157799871600 80% 28 2510 126% 28 2430 122% 28 2490 125%61 10/4/19 4 Grout: 3rd Lift of Trellace Pillars2,000 1577998 7 2130 107% 28 2980 149% 28 3120 156% 28 3220 161%62 1/27/20 5 Footing for Planter‐West of Building Middle 1/33,500 157784 7 3930 112% 28 5600 160% 28 5140 147% 28 5720 163% Hold63 2/12/20 4 Grout: Westside Planter Wall2,500 1577998 9 1710 68% 28 3050 122% 28 3050 122% 28 3030 121%64 2/18/20 4 Grout: Parapet Walls around AC Units2,500 1577858 7 2860 114% 28 3600 144% 28 3380 135% 28 3770 151%65 2/28/20 5 Planter Walls ‐ Eastside Event Location3,250 1577784 7 3620 111% 28 4820 148% 28 4910 151% 28 4750 146% Hold66 3/6/20 4 Grout: Planter Walls ‐ East Event Lawn2,500 Not Specified 7 3140 126% 28 4330 173% 28 4230 169% 28 4520 181%67 3/30/20 5 Footing for Planter Wall‐NE Corner of Building3,250 1614053 73670 113% 28 5640 174% 28 5360 165% 28 5470 168% Hold68 4/2/20 5 Footing for Planter Wall‐SE Corner of Building3,250 1611635 12 3170 98% 28 5300 163% 28 5340 164% 28 5200 160% Hold28‐Day strength less than specified. Should be reviewed for approval.28‐Day strength less than specified. 56‐Day strength should be reviewed for approval.28‐Day, 56‐Day, and 84‐Day strength tested less than specifiedSample LocationStrengthStrengthStrengthStrengthStrengthT2754‐22‐038/5/2020--' I ----,_ ,-,_ ,----- X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 8 5/28/19 8.00 4.00 12.57 60,070 4,780 2.00 1.00 4,780 3 2 28 6/17/19 8.05 4.01 12.63 77,100 6,105 2.01 1.00 6,100 5 3 28 6/17/19 7.99 4.00 12.57 75,630 6,018 2.00 1.00 6,020 5 4 28 6/17/19 7.99 3.99 12.50 73,550 5,882 2.00 1.00 5,880 6 5 H H 6,000 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@8, 3@28, 1@Hold FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 5-22-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10070484 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Excel Concrete Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)4 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)77 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28395844 Air Content ( % )N/A Specified Strength (psi)5000 Mix Design Number 1577886 Mixing Time (minutes)55 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:5/20/2019 Placement Location:Footings, Gridline 3E Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101 Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 1 of 68 09¥PT~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 8 5/28/19 8.04 4.00 12.57 59,270 4,717 2.01 1.00 4,720 3 2 28 6/17/19 8.10 4.00 12.57 75,220 5,986 2.03 1.00 5,990 3 3 28 6/17/19 8.08 4.00 12.57 75,900 6,040 2.02 1.00 6,040 3 4 28 6/17/19 8.00 4.00 12.57 72,590 5,777 2.00 1.00 5,780 3 5 H H 5,940 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@8, 3@28, 1@Hold FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 5-22-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10067304 Drum Revolutions N/A N/A Set Number 2 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Excel Concrete Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)4.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)84 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28396302 Air Content ( % )N/A Specified Strength (psi)5000 Mix Design Number 1577880 Mixing Time (minutes)53 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:5/20/2019 Placement Location:Footings, Gridline B between 2.2 to 3 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 2 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 5/31/19 8.09 4.00 12.57 29,730 2,366 2.02 1.00 2,370 3 2 28 6/21/19 8.05 3.98 12.44 45,990 3,697 2.02 1.00 3,700 2 3 28 6/21/19 8.09 3.98 12.44 50,670 4,073 2.03 1.00 4,070 2 4 28 6/21/19 8.03 3.99 12.50 47,840 3,826 2.01 1.00 3,830 2 5 H H 3,870 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28, 1@Hold FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 5-29-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10067297 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor N/A Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)77 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28404227 Air Content ( % )N/A Specified Strength (psi)3250 Mix Design Number 565-0-3250PSW Mixing Time (minutes)88 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:5/24/2019 Placement Location:Southern Driveway Approach, N Lot Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 3 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 6/6/19 8.11 4.00 12.57 47,260 3,761 2.03 1.00 3,760 5 2 28 6/27/19 8.02 4.00 12.57 63,340 5,040 2.01 1.00 5,040 3 3 28 6/27/19 8.00 4.00 12.57 65,370 5,202 2.00 1.00 5,200 3 4 28 6/27/19 8.05 4.00 12.57 71,050 5,654 2.01 1.00 5,650 2 5 H H 5,300 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28, 1@Hold FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 6-03-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1007049 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor N/A Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)5.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)80 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28412065 Air Content ( % )N/A Specified Strength (psi)4000 Mix Design Number 1577780 Mixing Time (minutes)61 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:5/30/2019 Placement Location:Slab on Grade Line 5 between B & E Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 4 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 6/6/19 8.09 4.00 12.57 45,540 3,624 2.02 1.00 3,620 3 2 28 6/27/19 8.06 4.00 12.57 63,400 5,045 2.02 1.00 5,050 3 3 28 6/27/19 8.08 4.00 12.57 61,090 4,861 2.02 1.00 4,860 5 4 28 6/27/19 8.10 4.00 12.57 63,280 5,036 2.03 1.00 5,040 5 5 H H 4,980 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28, 1@Hold FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 6-03-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1006780 Drum Revolutions N/A N/A Set Number 2 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor N/A Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)85 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28412706 Air Content ( % )N/A Specified Strength (psi)4000 Mix Design Number 1577780 Mixing Time (minutes)61 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:5/30/2019 Placement Location:Slab on Grade Line 3.7 between E & D Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 5 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 6/6/19 7.07 4.00 12.57 44,950 3,577 1.77 0.98 3,510 3 2 28 6/27/19 8.07 4.00 12.57 56,840 4,523 2.02 1.00 4,520 5 3 28 6/27/19 8.14 4.00 12.57 57,480 4,574 2.04 1.00 4,570 3 4 28 6/27/19 8.12 4.00 12.57 61,240 4,873 2.03 1.00 4,870 3 5 H H 4,650 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28, 1@Hold FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 6-03-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1006726 Drum Revolutions N/A N/A Set Number 3 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor N/A Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)84 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28413182 Air Content ( % )N/A Specified Strength (psi)4000 Mix Design Number 1577780 Mixing Time (minutes)71 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:5/30/2019 Placement Location:Slab on Grade Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 6 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 6/7/19 8.07 3.99 12.50 36,430 2,914 2.02 1.00 2,910 5 2 28 6/27/19 8.01 4.00 12.57 47,480 3,778 2.00 1.00 3,780 5 3 28 6/27/19 8.06 3.99 12.50 50,080 4,005 2.02 1.00 4,010 3 4 28 6/27/19 8.08 4.00 12.57 51,630 4,109 2.02 1.00 4,110 5 5 H H 3,970 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28, 1@Hold FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 6-04-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1006581 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Conc- Const Inc Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)5.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)81 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28415384 Air Content ( % )N/A Specified Strength (psi)3250 Mix Design Number 1577924 Mixing Time (minutes)63 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:5/31/2020 Placement Location:Sidewalk next to N Lot, S of Driveways Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 7 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 6/20/19 8.00 4.00 12.57 59,360 4,724 2.00 1.00 4,720 2 2 28 7/11/20 8.03 4.01 12.63 69,640 5,514 2.00 1.00 5,510 5 3 28 7/11/20 8.02 4.00 12.57 73,980 5,887 2.01 1.00 5,890 3 4 28 7/11/20 8.03 4.01 12.63 75,720 5,996 2.00 1.00 6,000 2 5 H H 5,800 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28, 1@Hold FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: N/A RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10067304 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor N/A Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)80 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28439014 Air Content ( % )N/A Specified Strength (psi)5000 Mix Design Number 1577780 Mixing Time (minutes)60 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:6/16/2019 Placement Location:Footings @ Grids B.6 & 1 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 8 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 6/20/19 8.10 4.00 12.57 52,940 4,213 2.03 1.00 4,210 3 2 28 7/11/20 8.03 4.01 12.63 68,940 5,459 2.00 1.00 5,460 2 3 28 7/11/20 8.02 4.01 12.63 64,260 5,088 2.00 1.00 5,090 2 4 28 7/11/20 8.04 4.00 12.57 68,890 5,482 2.01 1.00 5,480 3 5 H H 5,340 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28, 1@Hold FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: N/A RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1006582 Drum Revolutions N/A N/A Set Number 2 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor N/A Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)4.75 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)80 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28439590 Air Content ( % )N/A Specified Strength (psi)5000 Mix Design Number 1577780 Mixing Time (minutes)50 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:6/16/2019 Placement Location:Slab on Grade @ D.6 & 2.1 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 9 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 6/20/19 8.07 4.00 12.57 54,820 4,362 2.02 1.00 4,360 5 2 28 7/11/20 8.08 4.02 12.69 71,940 5,668 2.01 1.00 5,670 3 3 28 7/11/20 8.08 4.02 12.69 64,610 5,090 2.01 1.00 5,090 2 4 28 7/11/20 8.04 4.01 12.63 71,020 5,623 2.00 1.00 5,620 3 5 H H 5,460 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28, 1@Hold FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: N/A RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1006581 Drum Revolutions N/A N/A Set Number 3 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor N/A Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)78 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28440020 Air Content ( % )N/A Specified Strength (psi)5000 Mix Design Number 1577780 Mixing Time (minutes)50 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:6/16/2019 Placement Location:Slab on Grade @ Grids E & 6 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 10 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 6/24/19 8.00 4.00 12.57 58,950 4,691 2.00 1.00 4,690 5 2 28 7/15/19 8.11 4.00 12.57 74,410 5,921 2.03 1.00 5,920 2 3 28 7/15/19 8.16 4.00 12.57 73,870 5,878 2.04 1.00 5,880 3 4 28 7/15/19 8.05 4.00 12.57 78,020 6,209 2.01 1.00 6,210 3 5 H H 6,000 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28, 1@Hold FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 6-19-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10070484 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Excel Concrete Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)88 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28446373 Air Content ( % )N/A Specified Strength (psi)5000 Mix Design Number 1577880 Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:6/17/2019 Placement Location:Footings @ Line 6 from B.4 to C.8 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 11 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 7/18/19 4.01 2.00 3.14 13,190 4,199 2.01 1.00 4,200 3 2 28 7/18/19 4.02 2.00 3.14 12,810 4,078 2.01 1.00 4,080 2 3 28 7/18/19 4.03 2.00 3.14 13,640 4,342 2.02 1.00 4,340 3 4,210 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 6-24-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)2x4 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)74 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2800 Mix Design Number Type S Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier Spec-MIX Time Sampled N/A Sampled by:J. Atkinson Placement Date:6/20/2019 Placement Location:Wall at Corner of Line 1 and E.9 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 12 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 7/3/19 5.69 3.43 11.76 22,380 1,903 1.66 0.97 1,850 3 2 28 7/24/19 6.00 3.41 11.59 33,310 2,874 1.76 0.98 2,820 3 3 28 7/24/19 6.03 3.39 11.46 31,060 2,710 1.78 0.98 2,660 3 4 28 7/24/19 5.95 3.46 11.93 31,960 2,679 1.72 0.98 2,630 3 2,700 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 6-28-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10065813 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)84 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28465903 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)100 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:J. Atkinson Placement Date:6/26/2019 Placement Location:W Wall of Rooms 102-106 1st Lift Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 13 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 7/8/19 8.04 3.99 12.50 45,740 3,658 2.02 1.00 3,660 3 2 28 7/29/19 8.05 4.00 12.57 60,010 4,775 2.01 1.00 4,780 5 3 56 8/26/19 8.06 4.00 12.57 68,470 5,449 2.02 1.00 5,450 3 4 56 8/26/19 8.08 4.00 12.57 71,870 5,719 2.02 1.00 5,720 5 5 56 8/26/19 8.08 3.99 12.50 73,740 5,897 2.03 1.00 5,900 5 5,690 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 1@28, 3@56 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: N/A RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1007049 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Excel Concrete Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)5.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)87 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28474776 Air Content ( % )N/A Specified Strength (psi)5000 Mix Design Number 1577780 Mixing Time (minutes)62 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:7/1/2019 Placement Location:Footings Between 2.3 & 3 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 14 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 7/8/19 5.60 3.40 11.53 24,110 2,091 1.65 0.97 2,030 3 2 28 7/29/19 5.70 3.44 11.83 35,320 2,986 1.66 0.97 2,900 3 3 28 7/29/19 5.04 3.25 11.56 34,570 2,990 1.55 0.96 2,870 3 4 28 7/29/19 5.30 3.37 11.36 33,840 2,979 1.57 0.97 2,890 3 2,890 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 7-02-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1006729 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)10 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)84 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28475001 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)60 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:J. Atkinson Placement Date:7/1/2019 Placement Location:2nd Lift Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 15 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 7/30/19 4.03 2.00 3.14 16,720 5,322 2.02 1.00 5,320 3 2 28 7/30/19 4.06 2.00 3.14 14,300 4,552 2.03 1.00 4,550 3 3 28 7/30/19 4.04 2.00 3.14 13,540 4,310 2.02 1.00 4,310 3 4,730 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 7-10-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)2x4 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2800 Mix Design Number Type S Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier PMP Time Sampled N/A Sampled by:J. Atkinson Placement Date:7/2/2019 Placement Location:3rd Lift on Line 1 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 16 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 7/16/19 5.30 3.16 11.94 28,800 2,412 1.68 0.97 2,340 3 2 28 8/6/19 5.07 3.51 12.32 39,800 3,231 1.44 0.95 3,070 3 3 28 8/6/19 5.55 3.15 11.87 38,730 3,263 1.76 0.98 3,200 3 4 28 8/6/19 5.50 3.50 12.21 37,670 3,085 1.57 0.97 2,990 3 3,090 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 7-10-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 100658 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)10 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)87 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)70 Ticket Number 28485964 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)60 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:7/9/2019 Placement Location:3rd Lift - Line B from Line1 to 2 & Line 1 from B to P Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 17 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 8/6/19 4.03 2.00 3.14 17,490 5,567 2.02 1.00 5,570 3 2 28 8/6/19 4.00 2.00 3.14 17,040 5,424 2.00 1.00 5,420 3 3 28 8/6/19 4.01 2.00 3.14 16,770 5,338 2.01 1.00 5,340 3 5,440 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 7-10-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)2x4 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2800 Mix Design Number Type S Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier PMP Time Sampled N/A Sampled by:T. Walker Placement Date:7/9/2019 Placement Location:1st Lift on Line A Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 18 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 8/8/19 2.03 2.00 4.00 27,760 6,940 1.02 0.87 6,040 / 2 28 8/8/19 2.00 2.00 4.06 29,130 7,175 1.00 0.87 6,240 / 3 28 8/8/19 2.00 2.00 4.02 29,770 7,405 1.00 0.87 6,440 / 6,240 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 7-12-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Excel Concrete Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)10 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)84 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)N/A Mix Design Number Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier Sika Time Sampled N/A Sampled by:T. Walker Placement Date:7/11/2019 Placement Location:Steel Column @ 5-B.8 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 19 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 8/8/19 4.06 2.00 3.14 16,710 5,319 2.03 1.00 5,320 3 2 28 8/8/19 4.07 2.00 3.14 16,460 5,239 2.04 1.00 5,240 3 3 28 8/8/19 4.05 2.00 3.14 16,940 5,392 2.03 1.00 5,390 3 5,320 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 7-12-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)2x4 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2800 Mix Design Number Type S Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier PMP Time Sampled N/A Sampled by:T. Walker Placement Date:7/11/2019 Placement Location:4th Lift - Line F between 1 & 2 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 20 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 8/9/19 1.99 2.03 4.10 31,140 7,595 0.98 1.00 7,600 / 2 28 8/9/19 1.99 2.03 4.12 30,330 7,362 0.98 1.00 7,360 / 3 28 8/9/19 2.00 2.04 4.14 32,050 7,742 0.98 1.00 7,740 / 7,570 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 7-16-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Excel Concrete Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)72 Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)N/A Mix Design Number NS Grout Sika212 Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier Sika Time Sampled N/A Sampled by:T. Walker Placement Date:7/12/2019 Placement Location:Steel Column @ 2.2/D.4 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 21 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 7/22/19 8.05 4.00 12.57 44,000 3,501 2.01 1.00 3,500 3 2 28 8/12/19 8.13 4.00 12.57 62,020 4,935 2.03 1.00 4,940 3 3 28 8/12/19 8.10 3.99 12.50 63,230 5,057 2.03 1.00 5,060 3 4 28 8/12/19 8.10 4.00 12.57 60,260 4,795 2.03 1.00 4,800 3 5 H 4,930 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 1@28, 3@56 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: N/A RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10067854 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Excel Concrete Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)6 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)88 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28498893 Air Content ( % )N/A Specified Strength (psi)4000 Mix Design Number 1577780 Mixing Time (minutes)74 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:7/16/2019 Placement Location:Line A.3 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 22 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 8/12/19 4.01 2.00 3.14 16,680 5,309 2.01 1.00 5,310 3 2 28 8/12/19 4.00 2.00 3.14 17,210 5,478 2.00 1.00 5,480 3 3 28 8/12/19 4.00 2.00 3.14 16,490 5,249 2.00 1.00 5,250 3 5,350 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: N/A RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)2x4 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2800 Mix Design Number Type S Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier PMP Time Sampled N/A Sampled by:T. Walker Placement Date:7/16/2019 Placement Location:1st Lift - Line F.1 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 23 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 7/29/19 5.55 3.50 12.25 26,430 2,158 1.59 0.97 2,090 3 2 28 8/19/19 5.00 3.45 11.90 35,970 3,023 1.45 0.95 2,870 3 3 28 8/19/19 5.17 3.48 12.11 35,460 2,928 1.49 0.96 2,810 3 4 28 8/19/19 5.55 3.12 11.80 33,330 2,825 1.78 0.98 2,770 3 2,820 IMPORTANT:43696 ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 7-25-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10067852 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)10.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)88 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)73 Ticket Number 28511227 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)88 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:7/22/2019 Placement Location:Line1, Line B, and Line F Between 1 and 1.4 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 24 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 8/19/19 4.02 2.00 3.14 16,680 5,309 2.01 1.00 5,310 3 2 28 8/19/19 4.02 2.00 3.14 17,210 5,478 2.01 1.00 5,480 3 3 28 8/19/19 4.10 2.00 3.14 16,490 5,249 2.05 1.00 5,250 3 5,350 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 7-25-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)2x4 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2800 Mix Design Number Type S Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier PMP Time Sampled N/A Sampled by:T. Walker Placement Date:7/22/2019 Placement Location:1st Lift on Line A.3 from 5 to 6.3 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 25 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 7/31/19 8.04 4.00 12.57 48,010 3,821 2.01 1.00 3,820 5 2 28 8/21/19 8.02 4.01 12.63 63,650 5,040 2.00 1.00 5,040 5 3 28 8/21/19 8.08 4.01 12.63 69,390 5,494 2.01 1.00 5,490 3 4 28 8/21/19 8.06 4.01 12.63 67,660 5,357 2.01 1.00 5,360 5 5 H 5,300 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 1@28, 3@56 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 7-26-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Davis Reed Const Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)5.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)92 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 41815756 Air Content ( % )N/A Specified Strength (psi)4000 Mix Design Number 1577780 Mixing Time (minutes)57 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:Mike D Placement Date:7/24/2019 Placement Location:Loading Dock Footing Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 26 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 8/1/19 5.56 3.54 12.50 17,070 1,366 1.57 0.97 1,320 3 2 28 8/22/19 5.47 3.42 11.69 30,450 2,605 1.60 0.97 2,530 3 3 28 8/22/19 5.46 3.47 12.53 32,870 2,623 1.57 0.97 2,540 3 4 28 8/22/19 5.54 3.51 12.53 26,730 2,133 1.58 0.97 2,070 3 2,380 IMPORTANT:43696 ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 7-26-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1007048 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)88 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)84 Ticket Number 28519549 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)76 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:7/25/2019 Placement Location:3rd Lift - Line 2 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 27 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 8/2/19 8.03 4.00 12.57 43,890 3,493 2.01 1.00 3,490 5 2 28 8/23/19 8.05 4.00 12.57 59,630 4,745 2.01 1.00 4,750 3 3 28 8/23/19 8.10 4.00 12.57 61,490 4,893 2.03 1.00 4,890 5 4 28 8/23/19 7.96 3.99 12.50 58,020 4,640 1.99 1.00 4,640 5 5 H H 4,760 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 1@28, 3@56 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 7-29-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 100070487 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Excel Concrete Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)5.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)90 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28520657 Air Content ( % )N/A Specified Strength (psi)4000 Mix Design Number 1577780 Mixing Time (minutes)76 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:7/26/2019 Placement Location:Ramp Between A to A.3 & 2.8 to 3.7 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 28 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 8/5/19 5.54 3.12 11.66 26,310 2,256 1.78 0.98 2,210 3 2 28 8/26/19 5.70 3.13 11.73 37,890 3,230 1.82 0.99 3,200 3 3 28 8/26/19 5.15 3.15 11.90 37,550 3,155 1.63 0.97 3,060 3 4 28 8/26/19 5.44 3.12 11.70 37,680 3,221 1.74 0.98 3,160 3 3,140 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 7-31-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1007145 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)86 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)73 Ticket Number 28525535 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 157798 Mixing Time (minutes)76 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:7/29/2019 Placement Location:4th Lift - Line B & F Between 1.4 and 2.0 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 29 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 8.27-19 4.02 2.00 3.14 16,900 5,379 2.01 1.00 5,380 2 2 28 8.27-19 4.03 1.99 3.11 16,040 5,157 2.03 1.00 5,160 2 3 28 8.27-19 4.03 2.00 3.14 16,290 5,185 2.02 1.00 5,190 5 5,240 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 8-02-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)2x4 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2800 Mix Design Number Type S Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier PMP Time Sampled N/A Sampled by:T. Walker Placement Date:7/30/2019 Placement Location:2nd Lift between Gridline A & B from 3.8 to 4.8 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 30 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 8/7/19 5.58 3.17 12.01 24,720 2,058 1.76 0.98 2,020 3 2 28 8/28/19 5.30 3.43 11.76 30,540 2,597 1.55 0.96 2,490 3 3 28 8/28/19 5.38 3.46 11.97 27,470 2,295 1.55 0.96 2,200 3 4 28 8/28/19 5.49 3.45 11.83 34,420 2,910 1.59 0.97 2,820 3 2,500 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 8-01-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1006726 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)90 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)71 Ticket Number 28530624 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)74 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:7/31/2019 Placement Location:2nd Lift Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 31 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 8/7/19 8.12 4.00 12.57 59,450 4,731 2.03 1.00 4,730 5 2 28 8/28/19 8.11 3.99 12.50 78,640 6,289 2.03 1.00 6,290 2 3 28 8/28/19 8.09 3.99 12.50 72,060 5,763 2.03 1.00 5,760 2 4 28 8/28/19 8.09 4.00 12.57 75,460 6,005 2.02 1.00 6,000 4 5 H H 6,020 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 1@28, 3@56 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 8-01-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 100658 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Excel Concrete Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)4.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)93 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28531482 Air Content ( % )N/A Specified Strength (psi)5000 Mix Design Number 1577880 Mixing Time (minutes)85 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:7/31/2019 Placement Location:Spread Footing Between AA & CC Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 32 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 8/8/19 8.06 4.00 12.57 54,130 4,308 2.02 1.00 4,310 5 2 28 8/29/19 8.04 3.99 12.50 66,540 5,322 2.02 1.00 5,320 5 3 28 8/29/19 8.00 4.00 12.57 64,460 5,130 2.00 1.00 5,130 5 4 28 8/29/19 8.01 3.99 12.50 66,040 5,282 2.01 1.00 5,280 5 5 H H 5,240 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 1@28, 3@56 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 8-02-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1006729 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Excel Concrete Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)91 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28533687 Air Content ( % )N/A Specified Strength (psi)4000 Mix Design Number 1577780 Mixing Time (minutes)66 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:8/1/2019 Placement Location:Stairs Between A.3/B & 1.4/2.4 & CIP Wall @ Loading Dock Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 33 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 8/30/19 4.03 2.00 3.14 14,600 4,647 2.02 1.00 4,650 2 2 28 8/30/19 4.02 2.00 3.14 14,580 4,641 2.01 1.00 4,640 3 3 28 8/30/19 4.03 2.00 3.14 13,400 4,265 2.02 1.00 4,270 3 4,520 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 8-09-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)2x4 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor N/A Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2800 Mix Design Number Type S Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier PMP Time Sampled N/A Sampled by:T. Walker Placement Date:8/2/2019 Placement Location:3rd Lift Between A.3 to B & 3.4 to 4.3 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 34 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 8/12/19 5.64 3.45 11.90 17,420 1,464 1.63 0.97 1,420 3 2 28 9/3/19 5.34 3.47 12.01 29,230 2,434 1.54 0.96 2,340 3 3 28 9/3/19 5.46 3.53 12.42 29,420 2,369 1.55 0.96 2,270 3 4 28 9/3/19 5.51 3.65 13.50 26,520 1,964 1.51 0.96 1,890 3 2,170 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 8-07-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1006582 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)88 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)76 Ticket Number 28539278 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577888 Mixing Time (minutes)74 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:8/5/2019 Placement Location:2nd Lift Between 2.7 & 3.5 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 35 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 8/13/19 8.00 3.99 12.50 49,490 3,958 2.01 1.00 3,960 3 2 28 9/3/19 8.11 3.99 12.50 68,010 5,439 2.03 1.00 5,440 5 3 28 9/3/19 8.02 3.98 12.44 68,140 5,477 2.02 1.00 5,480 3 4 28 9/3/19 8.12 3.99 12.50 61,700 4,935 2.04 1.00 4,930 3 5 H H 5,280 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 1@28, 3@56 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 8-09-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10067304 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Excel Concrete Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)4.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)87 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28540433 Air Content ( % )N/A Specified Strength (psi)4000 Mix Design Number 1577780 Mixing Time (minutes)55 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:8/6/2019 Placement Location:Slab Fill Around Columns Line 2.2 Between B.4 to D.6 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 36 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 9/3/19 4.08 1.95 2.99 14,710 4,926 2.09 1.00 4,930 2 2 28 9/3/19 4.03 2.01 3.17 15,310 4,825 2.00 1.00 4,820 5 3 28 9/3/19 4.05 1.98 3.08 15,700 5,099 2.05 1.00 5,100 2 4,950 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 8-09-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)2x4 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2800 Mix Design Number N/A Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier PMP Time Sampled N/A Sampled by:T. Walker Placement Date:8/6/2019 Placement Location:2nd Lift - Line F.1 from 4.4 to 6.2 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 37 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 8/15/19 5.65 3.38 11.42 19,800 1,734 1.67 0.97 1,680 3 2 28 9/5/19 5.60 3.44 11.80 28,400 2,407 1.63 0.97 2,330 3 3 28 9/5/19 5.77 3.45 11.87 28,340 2,388 1.67 0.97 2,320 3 4 28 9/5/19 5.58 3.37 11.32 26,970 2,383 1.66 0.97 2,310 3 2,320 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 8-13-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1006785 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)10.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)90 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)74 Ticket Number 28547097 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)85 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:8/8/2019 Placement Location:3rd Lift Between Line A & B and 2.7 to Line S Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 38 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 8/20/19 5.67 3.12 11.70 22,480 1,921 1.82 0.98 1,880 2 2 28 9/10/19 6.12 3.46 11.97 29,550 2,469 1.77 0.98 2,420 3 3 28 9/10/19 6.18 3.50 12.25 29,730 2,427 1.77 0.98 2,380 3 4 28 9/10/19 5.96 3.42 11.66 30,030 2,575 1.74 0.98 2,520 3 2,440 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 8-19-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1006779 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)89 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28555493 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)72 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:8/13/2019 Placement Location:3rd Lift Between Line 2 to 3.8 & F to F.1 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 39 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 9/10/19 4.06 2.00 3.14 12,240 3,896 2.03 1.00 3,900 2 2 28 9/10/19 3.99 2.00 3.14 12,430 3,957 2.00 1.00 3,960 2 3 28 9/10/19 4.01 1.99 3.11 12,370 3,977 2.02 1.00 3,980 2 3,950 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 8-19-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)2x4 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2800 Mix Design Number Type S Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier PMP Time Sampled N/A Sampled by:T. Walker Placement Date:8/13/2019 Placement Location:1st Lift - Loading Dock Walls Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 40 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 8/21/19 5.69 3.47 12.04 18,416 1,530 1.64 0.97 1,480 3 2 28 9/11/19 5.48 3.43 11.73 25,990 2,216 1.60 0.97 2,150 3 3 28 9/11/19 5.60 3.46 11.97 28,940 2,418 1.62 0.97 2,350 3 4 28 9/11/19 5.57 3.44 11.83 27,060 2,287 1.62 0.97 2,220 3 2,240 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 8-19-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 1006729 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)10 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)88 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)73 Ticket Number 28558177 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)71 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:8/14/2019 Placement Location:4th Lift Between A to B & 2.3 to 3.8 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 41 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 8/26/19 5.45 3.45 11.90 25,820 2,170 1.58 0.97 2,100 2 2 28 9/16/19 6.07 3.42 11.66 32,370 2,776 1.77 0.98 2,720 3 3 28 9/16/19 5.85 3.44 11.80 30,680 2,600 1.70 0.98 2,550 3 4 28 9/16/19 5.89 3.40 11.53 31,280 2,713 1.73 0.98 2,660 3 2,640 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 8-21-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10065808 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)86 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)67 Ticket Number 28565762 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)70 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:8/19/2019 Placement Location:1st Lift - Loading dock RM 116 @ Main Electric RM 117 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 42 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 9/16/19 4.07 2.00 3.14 20,060 6,385 2.04 1.00 6,390 2 2 28 9/16/19 4.06 2.00 3.14 19,340 6,156 2.03 1.00 6,160 5 3 28 9/16/19 4.07 2.00 3.14 20,260 6,449 2.04 1.00 6,450 2 6,330 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 8-21-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)2x4 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2800 Mix Design Number Type S Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier PMP Time Sampled N/A Sampled by:T. Walker Placement Date:8/19/2019 Placement Location:2nd Lift Walls Grideline A.3 to B.2 & 5 to 6.3 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 43 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 8/28/19 4.37 3.43 11.73 20,670 1,762 1.27 0.93 1,640 3 2 28 9/18/19 5.77 3.46 11.97 31,950 2,669 1.67 0.97 2,590 3 3 28 9/18/19 5.86 3.41 11.59 29,350 2,532 1.72 0.98 2,480 3 4 28 9/18/19 5.66 3.44 11.83 28,680 2,424 1.65 0.97 2,350 3 2,470 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 8-23-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10067854 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)10 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)90 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)76 Ticket Number 28571430 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)67 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:8/21/2019 Placement Location:2nd Lift - Loading Dock & Main Electrical Room Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 44 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 9/3/19 5.32 3.47 12.04 21,070 1,750 1.53 0.96 1,680 3 2 28 9/24/19 5.39 3.43 11.73 33,760 2,878 1.57 0.97 2,790 3 3 28 9/24/19 5.35 3.43 11.76 32,990 2,805 1.56 0.96 2,690 3 4 28 9/24/19 5.46 3.49 12.14 34,710 2,859 1.56 0.96 2,740 3 2,740 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: N/A RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10067852 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)90 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)86 Ticket Number 28582797 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)90 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:8/27/2019 Placement Location:Between Gridline 1.4 to 2.5 & C.C to A.5 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 45 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 9/24/19 4.05 2.00 3.14 6,860 2,184 2.03 1.00 2,180 3 2 28 9/24/19 4.03 2.00 3.14 7,130 2,270 2.02 1.00 2,270 3 3 28 9/24/19 4.02 2.00 3.14 7,210 2,295 2.01 1.00 2,300 3 2,250 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: N/A RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)2x4 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor N/A Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2800 Mix Design Number Type S Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier PMP Time Sampled N/A Sampled by:T. Walker Placement Date:8/27/2019 Placement Location:Lintels on Line 2.5 to 2.7 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 46 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 9/10/19 6.04 3.45 11.90 20,150 1,693 1.75 0.98 1,660 3 2 28 10/1/19 5.76 3.48 12.08 29,450 2,438 1.66 0.97 2,360 3 3 28 10/1/19 5.40 3.45 12.08 29,810 2,468 1.57 0.96 2,370 3 4 28 10/1/19 5.28 3.47 12.04 28,450 2,363 1.52 0.96 2,270 3 2,330 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 9-06-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10065815 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A 20 Sample Wet Sieved N/A Placement Contractor Davis Reed Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)86 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)83 Ticket Number 28593647 Air Content ( % )N/A Specified Strength (psi)N/A Mix Design Number 1577998 Mixing Time (minutes)60 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:M. Vidovich Placement Date:9/3/2019 Placement Location:4th Lift Gridline 1.4 & C.C Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 47 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 10/2/19 4.05 2.00 3.14 11,010 3,505 2.03 1.00 3,500 3 2 28 10/2/19 4.03 2.00 3.14 10,230 3,256 2.02 1.00 3,260 3 3 28 10/2/19 4.05 2.00 3.14 9,400 2,992 2.03 1.00 2,990 3 3,250 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 9-9-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)2x4 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor N/A Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2800 Mix Design Number Type S Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier PMP Time Sampled N/A Sampled by:T. Walker Placement Date:9/4/2019 Placement Location:4th Lift - Line 6.2 from E to F.1 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 48 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 9/16/19 5.64 3.44 11.80 21,270 1,803 1.64 0.97 1,750 3 2 28 10/7/19 5.61 3.42 11.70 29,450 2,517 1.64 0.97 2,440 3 3 28 10/7/19 5.38 3.37 11.36 28,530 2,511 1.60 0.97 2,440 3 4 28 10/7/19 5.64 3.43 11.76 29,570 2,514 1.64 0.97 2,440 3 2,440 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 9-11-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10035970 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A 20 Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)83 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)66 Ticket Number 28604099 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)78 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:9/9/2019 Placement Location:5th Lift Gridline 1.4 to 2.4 between C.C and A.5 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 49 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 9/19/19 6.12 3.49 12.14 17,570 1,447 1.75 0.98 1,420 3 2 28 10/10/19 6.10 3.49 12.14 23,970 1,974 1.75 0.98 1,930 3 3 56 11/7/19 6.15 3.52 12.36 27,040 2,188 1.75 0.98 2,140 3 4 56 11/7/19 6.01 3.45 11.90 27,550 2,315 1.74 0.98 2,270 3 2,110 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 1@28, 2@56 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 9-13-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10036836 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A 20 Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)88 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)80 Ticket Number 28612333 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)85 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:9/12/2019 Placement Location:3rd Lift Between A.3 to B.2 & 6 to 6.3 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 50 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 9/23/19 6.14 3.50 12.21 21,460 1,758 1.75 0.98 1,720 3 2 28 10/14/19 6.31 3.51 12.25 30,970 2,528 1.80 0.98 2,480 3 3 28 10/14/19 6.05 3.45 11.90 27,320 2,296 1.75 0.98 2,250 3 4 28 10/14/19 6.31 3.46 11.97 28,700 2,398 1.82 0.99 2,370 3 2,370 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 9-18-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10071454 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A 20 Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)84 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)74 Ticket Number 28617085 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)81 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:9/16/2019 Placement Location:5th Lift - Walls & Lentels Between 4.2 to 6.3 & D.9 to F.1 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 51 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 10/15/19 4.01 2.00 3.14 15,700 4,997 2.01 1.00 5,000 3 2 28 10/15/19 4.03 2.00 3.14 14,690 4,676 2.02 1.00 4,680 3 3 28 10/15/19 4.00 2.00 3.14 14,500 4,615 2.00 1.00 4,620 3 4,770 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: N/A RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)2x4 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor N/A Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2800 Mix Design Number Type S Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier PMP Time Sampled N/A Sampled by:T. Walker Placement Date:9/17/2019 Placement Location:4th Lift - Line Between 4.2 to 4.6 & E.5 to F.1 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 52 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 9/25/19 6.18 3.49 12.18 25,040 2,056 1.77 0.98 2,010 3 2 28 10/16/19 6.44 3.47 12.04 34,500 2,865 1.86 0.99 2,840 3 3 28 10/16/19 6.34 3.52 12.36 36,420 2,947 1.80 0.98 2,890 3 4 28 10/16/19 6.35 3.48 12.07 34,600 2,867 1.82 0.99 2,840 3 2,860 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: N/A RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10071453 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A 20 Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)87 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)71 Ticket Number 28622669 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)77 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:9/18/2019 Placement Location:4th Lift Walls Between Lines A.3 to B & 5 to 6.3 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 53 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 9/26/19 6.23 3.51 12.32 2,110 171 1.77 0.98 170 3 2 28 10/17/19 6.05 3.48 12.11 23,210 1,917 1.74 0.98 1,880 3 3 28 10/17/19 6.13 3.45 11.87 29,400 2,477 1.78 0.98 2,430 3 4 28 10/17/19 5.93 3.48 12.08 28,580 2,366 1.70 0.98 2,320 3 2,210 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 9-24-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10070481 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A 20 Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)10.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)80 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)70 Ticket Number 28624791 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)58 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:9/19/2019 Placement Location:5th Lift - Walls Line 6.2 Between D.9 to F.1 A.3 to B & 5 to 6.4 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101 Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 54 of 68 0g¥P/~lq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 9/30/19 6.30 3.44 11.80 18,880 1,600 1.83 0.99 1,580 3 2 28 10/21/19 7.18 3.46 11.97 24,900 2,080 2.08 1.00 2,080 2 3 28 10/21/19 7.25 3.50 12.21 23,880 1,956 2.07 1.00 1,960 3 4 28 10/21/19 7.25 3.45 11.90 21,750 1,828 2.10 1.00 1,830 3 1,960 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: N/A RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10065815 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A 20 Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)81 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)72 Ticket Number 28630468 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)72 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:9/23/2019 Placement Location:5th Lift - Between Gridline A.3 to B & 5 to 6.3 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 55 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 10/2/19 6.02 3.47 12.07 20,900 1,732 1.73 0.98 1,700 3 2 28 10/23/19 6.09 3.51 12.28 32,230 2,625 1.74 0.98 2,570 3 3 28 10/23/19 6.24 3.46 11.94 29,180 2,444 1.80 0.98 2,400 3 4 28 10/23/19 6.12 3.46 11.94 31,300 2,621 1.77 0.98 2,570 3 2,510 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 9-26-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10070481 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A 20 Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)85 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)77 Ticket Number 28635723 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)73 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:9/25/2019 Placement Location:6th Lift Between Gridline A.3 to B & 5 to 6.3 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 56 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 28 10/23/19 4.04 2.00 3.14 15,050 4,791 2.02 1.00 4,790 3 2 28 10/23/19 4.04 2.00 3.14 13,820 4,399 2.02 1.00 4,400 3 3 28 10/23/19 4.04 2.00 3.14 14,510 4,619 2.02 1.00 4,620 3 4,600 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 9-26-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 3 Specimen Size (ex: 6x12)2x4 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor N/A Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2800 Mix Design Number Type S Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier PMP Time Sampled N/A Sampled by:T. Walker Placement Date:9/25/2019 Placement Location:1st Lift of Trellace Pillars Between Gridline AA to DD Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 57 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 10/4/19 5.95 3.48 12.80 13,670 1,068 1.71 0.98 1,050 3 2 28 10/25/19 6.22 3.50 12.25 26,020 2,124 1.78 0.98 2,080 3 3 28 10/25/19 6.36 3.51 12.28 25,890 2,108 1.81 0.98 2,070 3 4 28 10/25/19 6.22 3.50 12.22 25,270 2,068 1.78 0.98 2,030 3 2,060 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 10-02-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number N/A Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A 20 Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)10 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)82 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number N/A Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:9/27/2019 Placement Location:1st Lift of Trellace Pillars Grideline AA to DD & 5.1 to 5.9 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 58 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 10/8/19 6.19 3.46 11.97 24,580 2,053 1.79 0.98 2,010 3 2 28 10/29/19 6.31 3.46 11.90 39,270 3,300 1.82 0.99 3,270 3 3 28 10/29/19 6.34 3.47 12.04 37,970 3,154 1.83 0.99 3,120 3 4 28 10/29/19 6.28 3.47 12.04 38,040 3,159 1.81 0.98 3,100 3 3,160 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 10-03-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10065808 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A 20 Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)73 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)60 Ticket Number 28645505 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)74 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:9/27/2019 Placement Location:2nd Lift of Trellace Pillars Gridline AA to DD & 5.1 to 5.9 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 59 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 10/10/19 6.12 3.52 12.35 19,750 1,599 1.74 0.98 1,570 3 2 28 10/31/19 6.62 3.52 12.39 31,070 2,508 1.88 0.99 2,480 3 3 28 10/31/19 6.84 3.46 11.97 29,090 2,430 1.98 1.00 2,430 3 4 28 10/31/19 6.58 3.52 12.35 30,720 2,487 1.87 0.99 2,460 3 2,460 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 10-07-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10065844 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A 20 Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)10.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)81 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)78 Ticket Number 28650859 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)66 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:10/3/2019 Placement Location:7th Lift Between Gridline A.3 to B.2 & 5 to 6.3 Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 60 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 10/11/19 6.03 3.41 11.59 24,640 2,126 1.77 0.98 2,080 3 2 28 11/1/19 6.49 3.44 11.76 35,060 2,981 1.89 0.99 2,950 3 3 28 11/1/19 6.62 3.40 11.53 36,000 3,122 1.95 1.00 3,120 3 4 28 11/1/19 6.60 3.45 11.49 37,030 3,223 1.91 0.99 3,190 3 3,090 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 10-08-19 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10036944 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A 20 Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)77 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28653080 Air Content ( % )N/A Specified Strength (psi)2000 Mix Design Number 1577998 Mixing Time (minutes)N/A Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:10/4/2019 Placement Location:3rd Lift of Trellace Pillars Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 61 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 2/3/20 8.05 4.01 12.63 49,670 3,933 2.01 1.00 3,930 5 2 28 2/24/20 8.09 4.00 12.57 70,430 5,605 2.02 1.00 5,600 5 3 28 2/24/20 8.12 4.00 12.57 64,410 5,126 2.03 1.00 5,130 3 4 28 2/24/20 8.08 3.99 12.50 71,550 5,722 2.03 1.00 5,720 3 5 H H 5,480 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 1@28, 3@56 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 01-28-20 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10065813 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Davis Reed Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)70 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 288396814 Air Content ( % )N/A Specified Strength (psi)3500 Mix Design Number 1577784 Mixing Time (minutes)60 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:Jim A Placement Date:1/27/2020 Placement Location:Footing for Planter- W of Bldg Middle 3rd Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 62 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 9 2/21/20 6.85 3.41 11.59 19,830 1,711 2.01 1.00 1,710 3 2 28 3/11/20 6.34 3.42 11.66 35,610 3,054 1.85 0.99 3,020 3 3 28 3/11/20 6.57 3.41 11.63 35,470 3,050 1.93 0.99 3,020 3 4 28 3/11/20 6.32 3.45 11.90 36,070 3,031 1.83 0.99 3,000 3 3,010 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@9, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 02-21-20 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10036448 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A 20 Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)68 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)64 Ticket Number 28868227 Air Content ( % )N/A Specified Strength (psi)2500 Mix Design Number 1577998 Mixing Time (minutes)61 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:2/12/2020 Placement Location:W Side Planter Wall Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 63 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 2/25/20 6.47 3.43 11.76 33,590 2,856 1.89 0.99 2,830 3 2 28 3/17/20 6.12 3.42 11.70 42,150 3,603 1.79 0.98 3,530 3 3 28 3/17/20 6.29 3.42 11.70 39,490 3,375 1.84 0.99 3,340 3 4 28 3/17/20 6.12 3.38 11.42 43,030 3,768 1.81 0.98 3,690 3 3,520 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 2-21-20 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10070481 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)9.5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)70 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)70 Ticket Number 28877597 Air Content ( % )N/A Specified Strength (psi)2500 Mix Design Number 1577858 Mixing Time (minutes)55 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:2/18/2020 Placement Location:Parapet Walls around AC Units Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 64 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 3/6/20 8.07 4.00 12.57 45,550 3,625 2.02 1.00 3,620 3 2 28 3/27/20 8.08 4.01 12.63 60,710 4,807 2.01 1.00 4,810 5 3 28 3/27/20 8.05 4.02 12.69 62,140 4,896 2.00 1.00 4,900 3 4 28 3/27/20 8.06 4.00 12.57 59,670 4,748 2.02 1.00 4,750 5 5 H H 4,820 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 1@28, 3@56 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 03-03-20 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10067293 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Conc Const INC Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)5 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)80 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28898156 Air Content ( % )N/A Specified Strength (psi)3250 Mix Design Number 1577784 Mixing Time (minutes)64 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:Jim A Placement Date:2/28/2020 Placement Location:Planter Walls - E side Event Location Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 65 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 3/13/20 6.33 3.42 11.66 36,660 3,144 1.85 0.99 3,110 3 2 28 4/3/20 6.55 3.38 11.12 49,470 4,449 1.94 0.99 4,400 3 3 28 4/3/20 6.35 3.34 11.15 47,720 4,280 1.90 0.99 4,240 3 4 28 4/3/20 6.50 3.34 11.25 50,900 4,524 1.95 1.00 4,520 3 4,390 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 3@28 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 3-11-20 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10067297 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 4 Specimen Size (ex: 6x12)GROUT Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A 20 Sample Wet Sieved N/A Placement Contractor Lyons Masonry Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)10 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)74 Plant Location N/A % Air Method Used N/A Ambient Temp. (F)66 Ticket Number 28912740 Air Content ( % )N/A Specified Strength (psi)2500 Mix Design Number N/A Mixing Time (minutes)65 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T. Walker Placement Date:3/6/2020 Placement Location:Planter Walls - E Event Corner Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 66 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 7 4/6/20 8.07 4.01 12.63 46,200 3,658 2.01 1.00 3,660 5 2 28 4/27/20 8.06 4.00 12.57 70,740 5,629 2.02 1.00 5,630 5 3 28 4/27/20 8.08 4.01 12.63 67,500 5,345 2.01 1.00 5,340 5 4 28 4/27/20 8.03 4.01 12.63 68,910 5,456 2.00 1.00 5,460 3 5 H H 5,480 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@7, 1@28, 3@56 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 04-02-20 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 438335 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Schmidt Design Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)6 Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28940653 Air Content ( % )N/A Specified Strength (psi)3250 Mix Design Number 1614053 Mixing Time (minutes)77 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T Walker Placement Date:3/30/2020 Placement Location:Footing for Planter Wall - NE Corner or Bldg Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 67 of 68 09¥Pr~Iq~ X Water Added @ Site (gal.) Field Remarks (Notes): Specimen No. Age Days Test Date Height (in) Diam. (in) Area (sq. in.) Load (lbs.) U.C.S. (psi) H/D Ratio Factor C.C.S. (psi) Fracture Type 1 12 4/14/20 8.08 4.01 12.63 40,060 3,172 2.01 1.00 3,170 3 2 28 4/30/20 8.05 4.01 12.63 66,760 5,286 2.01 1.00 5,290 3 3 28 4/30/20 8.07 4.00 12.57 67,110 5,340 2.02 1.00 5,340 3 4 28 4/30/20 8.08 4.00 12.57 65,400 5,204 2.02 1.00 5,200 3 5 H H 5,280 IMPORTANT:"PROTECT ALL SAMPLES" "ATTACH BATCH TICKET IF POSSIBLE" "SPECIFY SAMPLE PICK-UP LOCATION" ** Specimens sampled and fabricated in accordance with ASTM / DSA / Caltrans specifications: Revised 2-19-19 CC *Per ASTM Standard C-42, cores having slendernous ratio greater than 2.1 have to be cut. ASTM TEST METHOD: C-31 /C-39 / C-42 / C-138 / C-143 / C-172 / C-192 / C-470 / C-511 C-1064 / C-1542 HIGHLIGHT METHOD USED: C-173 / C-231 / C-617 / C-1231 28 Days Average : ** NOTE: RECORD & DOCUMENT % OUT OF PLUMB WHEN TESTING ASTM C-1019 GROUT SPECIMENS IN COMPRESSION. N/A ** Specifications ( Acceptable Ranges ): Slump: N/A %Air: N/A Mixing Temperature: N/A Kelly Ball: N/A Specify Sample Test Age 1@12, 1@28, 3@56 FOR LAB USE ONLY ( BELOW ) DATE RECEIVED IN LAB: 04-13-20 RECEIVED BY: lab personel Batch (Load ) Size / (cy)N/A Total Placement Size / (cy)N/A Weather Condition N/A Batch Plant Inspection N/A Jurisdiction ( ex: DSA )N/A On-Site Inspector Name N/A Load Number N/A Truck Number 10067293 Drum Revolutions N/A N/A Set Number 1 No. specimen(s) this set 5 Specimen Size (ex: 6x12)4x8 Max Size of Aggregate (in)N/A Mineral Admixture(s)N/A N/A Sample Wet Sieved N/A Placement Contractor Shmidt Design Method (ex: boom pump) Flow Cone (in.)N/A Liquid Admixture(s)N/A Unit Weight (pcf)N/A Kelly Ball Penetration (cm)N/A Water / Cement Ratio N/A Sack Content (sk.)N/A Slump (inches)N/A Cement Type N/A Agg. Correction Factor N/A Sample Temp. (F)N/A Plant Location N/A % Air Method Used N/A Ambient Temp. (F)N/A Ticket Number 28947395 Air Content ( % )N/A Specified Strength (psi)3250 Mix Design Number 1611635 Mixing Time (minutes)63 Design Strength (psi)N/A Supplier Cemex Time Sampled N/A Sampled by:T Walker Placement Date:4/2/2020 Placement Location:Footing for Planter Wall - SE Corner or Bldg Masonry Mortar (cylinder)Baseplate Grout (cube)Lightweight Concrete Solid-Grouted Block (prism)Shotcrete (panel / core)Other (specify): (ex: CLSM ) M A T E R I A L S A M P L E T Y P E Concrete (cylinder)Concrete Masonry Unit Concrete ( flex beam ) Masonry Grout (prism)Core (concrete/masonry)Lightweight Roof Fill Project Address:7315 Estella Delmar Carlsbad Permit Number:CBC-2018-0400 Civil Engineer:DCI Plan File Number:N/A F I E L D D A T A S H E E T Project Name:Omni La Costa Project Number:T2754-22-03 GEOCON WEST, INC. 41571 Corning Place #101Murrieta, CA 92562 TEL.(951)-304-2300 - FAX. (951)-304-2392 E-MAIL: rc@geoconinc.com TABLE V 68 of 68 09¥Pr~Iq~ AUGUST 2020 PROJECT NO. T2754-22-03 FIG. 1 OMNI LA COSTA RESORT & SPA BALLROOM EXPANSION 7316 ESTRELLA DE MAR ROAD CARLSBAD, CALIFORNIA AS-GRADED GEOLOGIC MAP GEOCON LEGEND Locations are approximate ……. LIMITS OF GRADING 37 FG29 ……. FINISH GRADE DENSITY TEST LOCATION ……. DENSITY TEST LOCATION 16 17 18 19 20 21 22 23 FG 24 31 2 3 4 56 7 8 9 10 11 12 13 1415 FG 25 FG 26 FG 27 FG 28 FG 29 ……. EXCAVATION BOTTOM ELEVATION (IN FEET ABOVE MSL)52 53 53 53 53 55 50 47 49 51 53 53 32 333435 36 30 53 52 53 50 53 54 52 53 50 53 53 53 52 53 1 52 53 50 Source: Michael Baker International, Omni La Costa Ballroom Addition, Project #: 170212, 100% Construction Documents, July 20, 2018. Qop af ……. ARTIFICIAL FILL ……. OLD PARALIC DEPOSITS Qop af (/) 0 (/) 0 (/) 0 (/) :;, \ <e, \\ \ <e, \ \ . 56.1 TC \ 55.6 EG \ <e, \ \ \ <e, \ \ '\-., I -'· • I /D [D 0 ~ D • EXISTING BALLROOM (FF = 56.0) \U"T/ i._r:,1) l ' ·t , I -:~ (56) ~ 7.6 rs -\,,- ,\ • \ \ \ • • D i T o 50 ·oo 700 :ioo ~-- GEOCON W E S T , I N C. GEOTECHNICAL, ENVIRONMENTAL, MATERIALS 41571 CORNING PLACE # 101, MURRIETA, CALIFORNIA 92562 PHONE 951-304-2300 FAX 951-304-2392 st;fil: 1· = 100' ◄011- 1