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PD 2023-0016; Kinovate Production; FINAL SOILS REPORT; 2026-04-03
Page 1 of 3 April 3, 2026 Southwest # 240036 Jacob Camarena Tack Builders, Inc. 6410 Oak Canyon Suite 100 Irvine, CA 92618 Subject: Final Grading Certification for Kinovate Life Sciences TI 1935 Camino Vida Roble, Carlsbad, CA 92008 Parcel #2120921800; Permit #GR2023-0026 References: Partner, Geotechnical Report, Kinovate Production Facility TI, 1935 Camino Vida Roble, Carlsbad, California, California 92008, Partner Project Number 21- 337276.5, dated October 17, 2022. Partner, Addendum No. 1 – Response to City Comments, Solvent Tank Farm and Interior Platforms – Carlsbad Airport, 1935 Camino Vida Roble, Carlsbad, California 92008, Partner Project Number 21-337267.5, dated August 10, 2023. Dear Mr. Camarena, In response to your request, Southwest Inspection and Testing, Inc. (Southwest) has prepared this certification letter for proposed various site improvements and modifications for Kinovate Life Sciences, located at 1935 Camino Vida Roble in the City of Carlsbad, California. Southwest is the current geotechnical engineer of record during the construction phase of this tenant improvements project. Southwest's technicians observed and conducted field compaction tests for various site improvements and modifications between February 9, 2024 and October 1, 2025 on a full- and part-time basis as requested by the jobsite superintendent. These field observation and compaction Final Grading Certification - Kinovate Life Sciences TI Southwest #240036 1935 Camino Vida Roble, Carlsbad, CA 92008 April 3, 2026 Page 2 of 3 tests were done under the direct supervision of the undersigned geotechnical engineer. Excavation within the grading limits for the subject tank pad was made 2 feet below the existing grade. After excavation, subgrade soils at the removal bottom were scarified within upper minimum 12 inches, moisture conditioned (adding water as needed) to within 3 percent of the optimum moisture, and compacted to minimum 95 percent (ASTM D1557). Fill soils up to the final pad level were placed in thin lifts - loose lift thickness not exceeding 8 inches - moisture- conditioned (adding water as needed) to within 3 percent of the optimum moisture, and compacted to the specified relative compactions for soils as noted below. Excavated onsite soils that were cleared of vegetation, debris and large size particles (larger than 3 inches in the maximum dimension) were reused as fill soils. Field density test results during grading indicate that the graded fill soils were placed to minimum relative compactions of 95 percent and 90 percent (per ASTM D1557) for granular and cohesive soils, respectively. Base materials for driveways, parking lots, at the locations tested, were compacted to minimum 95 percent of the maximum Proctor Density (ASTM D1557). Asphalt concrete for the driveways, parking lots was compacted to minimum 95 percent of the Marshall maximum density (per ASTM D1559), which was provided by the materials supplier. Maximum dry density and optimum moisture content of a representative bulk sample of the onsite soils were determined in accordance with ASTM Test Method D1557 (Modified Proctor). Field compaction tests for density and moisture of the graded soils were performed using both the Sand Cone (ASTM D1556) and Nuclear Gauge (ASTM D6938) Methods. During grading, areas that did not meet the compaction criteria were reworked and retested until the intended relative compactions were attained. Grading for soil subgrade for the various site improvements and modification was performed utilizing an excavator, a skip loader, and a sheepsfoot drum roller. All laboratory tests for onsite soil and import base samples during grading (e.g., Proctor Density Tests) are conducted in our laboratory. All field density tests during grading are conducted by qualified soils technicians from our laboratory. Based on our findings from field observation and field compaction tests, grading for the soil subgrade, base and asphalt for the various site improvements and modifications was performed in adequate compliance with the recommendations in the referenced geotechnical report and project’s grading plans. Final Grading Certification - Kinovate Life Sciences TI Southwest #240036 1935 Camino Vida Roble, Carlsbad, CA 92008 April 3, 2026 Page 3 of 3 If there are any questions about this certification report, please contact our office. Respectfully submitted, SOUTHWEST INSPECTION & TESTING, INC. ____________________ _______________________ Esteban Granados Zafar Ahmed, PE, GE Project Engineer Geotechnical Engineer Attachments: Table 1 – Laboratory Test Results - Modified Proctor (ASTM D1557) Table 2 – Field Density Test Results Figure 1 – Field Test Locations Plot Final Grading Certification - Kinovate Life Sciences TI Southwest #240036 1935 Camino Vida Roble, Carlsbad, CA 92008 April 3, 2026 Table 1 - Laboratory Test Results - Modified Proctor (ASTM D1557) * Marshall maximum density (per ASTM D1559) for asphalt concrete was provided by the materials supplier Material Descriptions Sample Source Maximum Dry Density (pcf) Optimum Moisture (%) Brown clayey f-m Sand w/ few gravel (up to 1'') Onsite Soils 111.1 17.3 Light grayish brown silt w/traces of clay Onsite Soils 117.3 14.1 Greyish Brown silty Sand Onsite Soils 124.5 7.6 Crushed Miscellaneous Base (CMB) Import 115.2 12.4 Crushed Miscellaneous Base (CMB) Import 118.7 11.5 Asphalt ½” PG 64-10 145.5* N/A Table 2 - Kinovate RESULTS SPECS. 1 2/9/2024 Footing Bottom -2.00 124.5 7.6 7.6 115.0 92.4 90.0 NG 2 2/9/2024 Footing Bottom -2.00 124.5 7.6 8.2 114.5 92.0 90.0 NG 3 2/9/2024 Footing Bottom -2.00 124.5 7.6 8.0 114.0 91.6 90.0 NG 4 2/9/2024 Footing Bottom -2.00 124.5 7.6 7.7 116.7 93.7 90.0 NG 5 2/22/2024 Footing Bottom -2.00 124.5 7.6 10.4 115.4 92.7 90.0 NG 6 2/22/2024 Footing Bottom -2.00 124.5 7.6 10.1 114.4 91.9 90.0 NG 7 2/22/2024 Footing Bottom -2.00 124.5 7.6 10.6 115.5 92.8 90.0 NG 8 2/22/2024 Footing Bottom -2.00 124.5 7.6 9.9 114.5 92.0 90.0 NG 9 3/15/2024 Plumbing Trench Bottom -1.00 124.5 7.6 8.3 114.9 92.3 90.0 NG 10 3/15/2024 Plumbing Trench Bottom -1.00 124.5 7.6 8.0 112.9 90.7 90.0 NG 11 3/15/2024 Plumbing Trench Bottom -1.00 124.5 7.6 8.4 113.8 91.4 90.0 NG 12 3/15/2024 Plumbing Trench Bottom -1.00 124.5 7.6 8.1 113.3 91.0 90.0 NG 13 3/22/2024 Plumbing Trench Bottom -1.00 124.5 7.6 9.4 114.2 91.7 90.0 NG 14 3/22/2024 Plumbing Trench Bottom -1.00 124.5 7.6 7.7 113.0 90.8 90.0 NG 15 3/22/2024 Plumbing Trench Bottom -1.00 124.5 7.6 8.2 114.9 92.3 90.0 NG 16 4/2/2024 Plumbing Trench -1.00 124.5 7.6 8.8 115.9 93.1 90.0 NG 17 4/2/2024 Plumbing Trench -1.00 124.5 7.6 9.0 115.8 93.0 90.0 NG 18 4/2/2024 Plumbing Trench FSG 124.5 7.6 8.6 114.7 92.1 90.0 NG 19 4/2/2024 Plumbing Trench FSG 124.5 7.6 8.7 115.2 92.5 90.0 NG 20 4/3/2024 Plumbing Trench -1.00 124.5 7.6 9.9 115.4 92.7 90.0 NG 21 4/3/2024 Plumbing Trench -1.00 124.5 7.6 9.6 114.5 92.0 90.0 NG 22 4/3/2024 Plumbing Trench FSG 124.5 7.6 10.0 114.2 91.7 90.0 NG 23 4/3/2024 Plumbing Trench FSG 124.5 7.6 9.4 114.9 92.3 90.0 NG 24 4/4/2024 Plumbing Trench -1.00 124.5 7.6 8.0 116.3 93.4 90.0 NG 25 4/4/2024 Plumbing Trench -1.00 124.5 7.6 8.5 115.8 93.0 90.0 NG 26 4/4/2024 Plumbing Trench FSG 124.5 7.6 8.2 115.0 92.4 90.0 NG 27 4/4/2024 Plumbing Trench FSG 124.5 7.6 8.6 115.4 92.7 90.0 NG 28 4/5/2024 Plumbing Trench -1.00 124.5 7.6 8.3 116.3 93.4 90.0 NG 29 4/5/2024 Plumbing Trench -1.00 124.5 7.6 8.4 114.9 92.3 90.0 NG 30 4/5/2024 Plumbing Trench FSG 124.5 7.6 8.1 115.9 93.1 90.0 NG 31 4/5/2024 Plumbing Trench FSG 124.5 7.6 7.9 117.3 94.2 90.0 NG 32 4/8/2024 Electrical Trench -1.00 124.5 7.6 8.7 116.3 93.4 90.0 NG 33 4/8/2024 Electrical Trench -1.00 124.5 7.6 8.8 114.7 92.1 90.0 NG 34 4/8/2024 Electrical Trench -1.00 124.5 7.6 9.3 115.0 92.4 90.0 NG 35 4/8/2024 Electrical Trench -1.00 124.5 7.6 8.5 114.5 92.0 90.0 NG 36 4/10/2024 Electrical Trench -1.00 124.5 7.6 9.7 117.8 94.6 90.0 NG 37 4/10/2024 Electrical Trench -1.00 124.5 7.6 9.2 118.5 95.2 90.0 NG 38 4/10/2024 Electrical Trench FSG 124.5 7.6 8.8 114.9 92.3 90.0 NG 39 4/10/2024 Electrical Trench FSG 124.5 7.6 8.9 115.4 92.7 90.0 NG 40 4/11/2024 Electrical Trench -1.00 124.5 7.6 7.9 117.2 94.1 90.0 NG 41 4/11/2024 Electrical Trench -1.00 124.5 7.6 8.4 115.9 93.1 90.0 NG 42 4/11/2024 Electrical Trench FSG 124.5 7.6 8.6 117.8 94.6 90.0 NG 43 4/11/2024 Electrical Trench FSG 124.5 7.6 8.8 115.3 92.6 90.0 NG 44 6/28/2024 Sewer Trench -5.00 124.5 7.6 8.2 114.0 91.6 90.0 NG 45 6/28/2024 Sewer Trench -5.00 124.5 7.6 8.0 112.9 90.7 90.0 NG Job Name: Kinovate Production Facilty Footnotes:Test Method: NG - Nuclear Gauge SC - Sand Cone Job Address: 1935 Camino Vida Roble, Carlsbad, CA Grading Permit No: GR2023-0026 FSG - Final Soil Grade TEST METHOD Table 2 - Field Density Test Results TEST NO.TEST DATE TEST LOCATION TEST ELEVATION MAX. DRY DENSITY (pcf) OPTIMUM MOISTURE (%) FIELD MOISTURE (%) FIELD DRY DENSITY (pcf) RELATIVE COMPACTION (%) Table 2 - Kinovate RESULTS SPECS. TEST METHOD Table 2 - Field Density Test Results TEST NO.TEST DATE TEST LOCATION TEST ELEVATION MAX. DRY DENSITY (pcf) OPTIMUM MOISTURE (%) FIELD MOISTURE (%) FIELD DRY DENSITY (pcf) RELATIVE COMPACTION (%) 46 7/12/2024 Sewer Trench FSG 124.5 7.6 7.0 106.6 85.6 90.0 NG 46RT 7/15/2024 Retest for Test #46 FSG 124.5 7.6 8.2 113.4 91.1 90.0 NG 47 7/12/2024 Sewer Trench FSG 124.5 7.6 6.5 105.9 85.1 90.0 NG 47RT 7/15/2024 Retest for Test #47 FSG 124.5 7.6 8.0 113.0 90.8 90.0 NG 48 8/20/2024 Tank Yard Pad -3.00 111.1 17.3 18.9 100.4 90.4 90.0 NG 49 8/20/2024 Tank Yard Pad -3.00 111.1 17.3 19.3 100.1 90.1 90.0 NG 50 8/20/2024 Tank Yard Pad -2.00 111.1 17.3 19.6 101.1 91.0 90.0 NG 51 8/20/2024 Tank Yard Pad -2.00 111.1 17.3 20.3 100.8 90.7 90.0 NG 52 8/20/2024 Tank Yard Pad -1.00 111.1 17.3 20.1 100.9 90.8 90.0 NG 53 8/20/2024 Tank Yard Pad -1.00 111.1 17.3 19.7 100.7 90.6 90.0 NG 54 8/21/2024 Tank Yard Pad -3.00 111.1 17.3 19.8 100.8 90.7 90.0 NG 55 8/21/2024 Tank Yard Pad -3.00 111.1 17.3 19.6 100.7 90.6 90.0 NG 56 8/21/2024 Tank Yard Pad -2.00 111.1 17.3 20.2 100.3 90.3 90.0 NG 57 8/21/2024 Tank Yard Pad -2.00 111.1 17.3 20.0 100.7 90.6 90.0 NG 58 8/21/2024 Tank Yard Pad -1.00 111.1 17.3 19.6 101.1 91.0 90.0 NG 59 8/21/2024 Tank Yard Pad -1.00 111.1 17.3 19.9 100.5 90.5 90.0 NG 60 8/22/2024 Tank Yard Pad FSG 111.1 17.3 19.6 101.2 91.1 90.0 NG 61 8/22/2024 Tank Yard Pad FSG 111.1 17.3 19.3 100.7 90.6 90.0 NG 62 8/22/2024 Tank Yard Pad FSG 111.1 17.3 20.1 101.4 91.3 90.0 NG 63 8/23/2024 Tank Yard Pad FSG 111.1 17.3 19.9 101.5 91.3 90.0 NG 64 8/23/2024 Tank Yard Pad FSG 111.1 17.3 20.0 101.1 91.4 90.0 NG 65 8/23/2024 Tank Yard Pad FSG 111.1 17.3 18.9 101.8 91.0 90.0 NG 66 8/26/2024 Retaining Wall -10.00 111.1 17.3 19.7 106.7 96.0 95.0 NG 67 8/26/2024 Retaining Wall -9.00 111.1 17.3 18.7 106.3 95.7 95.0 NG 68 8/26/2024 Retaining Wall -8.00 111.1 17.3 19.9 106.1 95.5 95.0 NG 69 8/27/2024 Retaining Wall -10.00 111.1 17.3 20.0 106.1 95.5 95.0 NG 70 8/27/2024 Retaining Wall -9.00 111.1 17.3 19.4 105.9 95.3 95.0 NG 71 8/27/2024 Retaining Wall -8.00 111.1 17.3 19.8 106.4 95.8 95.0 NG 72 8/29/2024 Parking Lot -3.00 111.1 17.3 18.8 107.0 96.3 95.0 NG 73 8/29/2024 Parking Lot -2.00 111.1 17.3 17.7 106.3 95.7 95.0 NG 74 8/29/2024 Parking Lot -1.00 111.1 17.3 17.4 106.8 96.1 95.0 NG 75 8/30/2024 Tank Yard Pad -2.00 111.1 17.3 18.7 105.9 95.3 95.0 SC 76 8/30/2024 Tank Yard Pad -1.00 111.1 17.3 18.4 106.7 96.0 95.0 SC 77 8/30/2024 Tank Yard Pad FSG 111.1 17.3 18.4 107.0 96.3 95.0 SC 78 9/3/2024 Tank Yard Pad -2.00 111.1 17.3 17.1 106.1 95.5 95.0 SC 79 9/3/2024 Tank Yard Pad -1.00 111.1 17.3 17.0 107.0 96.3 95.0 SC 80 9/3/2024 Tank Yard Pad FSG 111.1 17.3 15.7 106.0 95.4 95.0 SC 81 9/3/2024 Tank Yard Pad FSG 111.1 17.3 16.2 106.3 95.7 95.0 SC 82 9/23/2024 Tank Footing FSG 111.1 17.3 13.1 101.6 91.4 95.0 SC 82RT 9/23/2024 Tank Footing FSG 111.1 17.3 17.7 105.7 95.1 95.0 SC 83 9/23/2024 Tank Footing FSG 111.1 17.3 15.7 106.4 95.8 95.0 SC 84 9/23/2024 Tank Footing FSG 111.1 17.3 16.2 107.0 96.3 95.0 SC 85 9/23/2024 Tank Footing FSG 111.1 17.3 18.0 105.9 95.3 95.0 SC 86 11/5/2024 Pad Footing - North -3.00 117.3 14.1 15.1 110.0 93.8 95.0 SC 87 11/5/2024 Pad Footing - North -1.00 117.3 14.1 15.3 116.0 98.9 95.0 SC 88 11/5/2024 Pad Footing - North -1.00 117.3 14.1 14.4 116.5 99.3 95.0 SC Job Name: Kinovate Production Facilty Footnotes:Test Method: NG - Nuclear Gauge SC - Sand Cone Job Address: 1935 Camino Vida Roble, Carlsbad, CA Grading Permit No: GR2023-0026 FSG - Final Soil Grade Table 2 - Kinovate RESULTS SPECS. TEST METHOD Table 2 - Field Density Test Results TEST NO.TEST DATE TEST LOCATION TEST ELEVATION MAX. DRY DENSITY (pcf) OPTIMUM MOISTURE (%) FIELD MOISTURE (%) FIELD DRY DENSITY (pcf) RELATIVE COMPACTION (%) 89 11/5/2024 Pad Footing - North FSG 117.3 14.1 14.1 117.1 99.8 95.0 SC 90 11/18/2024 Utility Trench -3.00 117.3 14.1 12.0 113.4 96.7 95.0 SC 91 11/18/2024 Utility Trench -3.00 117.3 14.1 11.7 111.7 95.2 95.0 SC 92 11/18/2024 Utility Trench -3.00 117.3 14.1 12.4 115.0 98.0 95.0 SC 93 11/18/2024 Utility Trench -3.00 117.3 14.1 13.2 115.6 98.6 95.0 SC 94 11/18/2024 Utility Trench -3.00 117.3 14.1 12.7 113.1 96.4 95.0 SC 95 11/18/2024 Utility Trench -3.00 117.3 14.1 12.9 112.7 96.1 95.0 SC 96 12/10/2024 Sidewalk FSG 117.3 14.1 13.7 112.0 95.5 95.0 NG 97 12/10/2024 Sidewalk FSG 117.3 14.1 14.2 112.1 95.6 95.0 NG 98 12/10/2024 Sidewalk FSG 117.3 14.1 14.5 112.2 95.7 95.0 NG 99 12/10/2024 Sidewalk FSG 117.3 14.1 14.2 112.9 96.2 95.0 NG 100 1/3/2025 Utility Trench FSG 117.3 14.1 12.2 115.1 98.1 95.0 NG 101 1/3/2025 Utility Trench FSG 117.3 14.1 11.7 113.8 97.0 95.0 NG 102 1/8/2025 Utility Trench -5.00 111.1 17.3 19.7 103.0 92.7 95.0 NG 103 1/8/2025 Utility Trench -5.00 111.1 17.3 18.6 103.8 93.4 95.0 NG 104 1/8/2025 Utility Trench -5.00 111.1 17.3 19.1 106.3 95.7 95.0 NG 105 1/8/2025 Utility Trench -5.00 111.1 17.3 17.6 105.8 95.2 95.0 NG 106 1/9/2025 Utility Trench -3.00 111.1 17.3 19.3 101.2 91.1 90.0 NG 107 1/9/2025 Utility Trench FSG 111.1 17.3 18.5 101.1 91.0 90.0 NG 108 1/9/2025 Utility Trench FSG 111.1 17.3 14.8 100.1 90.1 90.0 NG 109 1/9/2025 Utility Trench -8.00 111.1 17.3 15.7 102.3 92.1 90.0 NG 110 1/9/2025 Utility Trench -8.00 111.1 17.3 18.5 96.4 86.8 90.0 NG 110RT 1/9/2025 Retest for Test #110 -8.00 111.1 17.3 17.4 103.3 93.0 90.0 NG 111 1/9/2025 Utility Trench -8.00 111.1 17.3 14.5 109.5 98.6 90.0 NG 112 1/9/2025 Utility Trench -8.00 111.1 17.3 17.5 102.1 91.9 90.0 NG 113 1/13/2025 Utility Trench -6.00 111.1 17.3 19.3 109.1 98.2 90.0 NG 114 1/13/2025 Utility Trench -4.00 111.1 17.3 19.0 102.9 92.6 90.0 NG 115 1/13/2025 Utility Trench -2.00 111.1 17.3 18.6 104.3 93.9 90.0 NG 116 1/13/2025 Utility Trench FSG 111.1 17.3 17.0 107.4 96.7 90.0 NG 117 1/14/2025 Utility Trench -6.00 111.1 17.3 16.5 110.6 99.5 90.0 NG 118 1/14/2025 Utility Trench -4.00 111.1 17.3 17.5 103.1 92.8 90.0 NG 119 1/14/2025 Utility Trench -2.00 111.1 17.3 15.5 108.0 97.2 90.0 NG 120 1/14/2025 Utility Trench FSG 111.1 17.3 17.0 107.7 96.9 90.0 NG 121 1/16/2025 Utility Trench -6.00 111.1 17.3 15.5 100.6 90.5 90.0 NG 122 1/16/2025 Utility Trench -4.00 111.1 17.3 15.6 101.0 90.9 90.0 NG 123 1/16/2025 Utility Trench -2.00 111.1 17.3 15.5 103.8 93.4 90.0 NG 124 1/16/2025 Utility Trench FSG 111.1 17.3 19.4 103.1 92.8 90.0 NG 125 1/17/2025 Utility Trench -6.00 111.1 17.3 19.0 100.9 90.8 90.0 NG 126 1/17/2025 Utility Trench -4.00 111.1 17.3 19.4 101.0 90.9 90.0 NG 127 1/17/2025 Utility Trench -2.00 111.1 17.3 15.5 103.8 93.4 90.0 NG 128 1/17/2025 Utility Trench FSG 111.1 17.3 19.4 102.0 91.8 90.0 NG 129 1/21/2025 Sewer Trench -6.00 111.1 17.3 13.7 110.1 99.1 90.0 NG 130 1/21/2025 Sewer Trench -4.00 111.1 17.3 17.9 105.1 94.6 90.0 NG 131 1/21/2025 Sewer Trench -2.00 111.1 17.3 19.5 103.9 93.5 90.0 NG 132 1/21/2025 Sewer Trench FSG 111.1 17.3 17.8 103.4 93.1 90.0 NG 133 1/22/2025 Sewer Trench -4.00 111.1 17.3 18.0 103.0 92.7 90.0 NG Job Name: Kinovate Production Facilty Footnotes:Test Method: NG - Nuclear Gauge SC - Sand Cone Job Address: 1935 Camino Vida Roble, Carlsbad, CA Grading Permit No: GR2023-0026 FSG - Final Soil Grade Table 2 - Kinovate RESULTS SPECS. TEST METHOD Table 2 - Field Density Test Results TEST NO.TEST DATE TEST LOCATION TEST ELEVATION MAX. DRY DENSITY (pcf) OPTIMUM MOISTURE (%) FIELD MOISTURE (%) FIELD DRY DENSITY (pcf) RELATIVE COMPACTION (%) 134 1/22/2025 Sewer Trench -2.00 111.1 17.3 17.2 101.8 91.6 90.0 NG 135 1/22/2025 Sewer Trench FSG 111.1 17.3 18.4 98.4 88.6 90.0 NG 135RT 1/22/2025 Retest for Test #135 FSG 111.1 17.3 17.9 105.4 94.9 90.0 NG 136 1/23/2025 Sewer Trench -6.00 111.1 17.3 19.0 100.9 90.8 90.0 NG 137 1/23/2025 Sewer Trench -4.00 111.1 17.3 19.2 105.2 94.7 90.0 NG 138 1/23/2025 Sewer Trench -2.00 111.1 17.3 19.0 100.0 90.0 90.0 NG 139 1/23/2025 Sewer Trench FSG 111.1 17.3 19.5 100.7 90.6 90.0 NG 140 1/24/2025 Sewer Trench -6.00 111.1 17.3 19.5 100.0 90.0 90.0 NG 141 1/24/2025 Sewer Trench -4.00 111.1 17.3 17.7 103.7 93.3 90.0 NG 142 1/24/2025 Sewer Trench -2.00 111.1 17.3 17.4 104.5 94.1 90.0 NG 143 1/24/2025 Sewer Trench FSG 111.1 17.3 16.7 102.8 92.5 90.0 NG 144 1/29/2025 Gas Trench -6.00 111.1 17.3 16.7 108.0 97.2 90.0 NG 145 1/29/2025 Gas Trench -4.00 111.1 17.3 17.2 103.7 93.3 90.0 NG 146 1/29/2025 Gas Trench -2.00 111.1 17.3 17.4 104.5 94.1 90.0 NG 147 1/29/2025 Gas Trench FSG 111.1 17.3 18.1 109.0 98.1 90.0 NG 148 1/30/2025 Electrical Trench FSG 111.1 17.3 22.5 110.2 99.2 90.0 NG 149 1/30/2025 Electrical Trench -4.00 111.1 17.3 18.0 108.4 97.6 90.0 NG 150 1/30/2025 Electrical Trench -3.00 111.1 17.3 16.2 108.0 97.2 90.0 NG 151 1/31/2025 Electrical Trench -2.00 111.1 17.3 20.2 107.7 96.9 90.0 NG 152 1/31/2025 Electrical Trench -1.00 111.1 17.3 17.8 103.5 93.2 90.0 NG 153 1/31/2025 Electrical Trench -1.00 111.1 17.3 16.2 103.0 92.7 90.0 NG 154 1/31/2025 Electrical Trench FSG 111.1 17.3 16.7 107.5 96.8 90.0 NG 155 2/3/2025 Electrical Trench -3.00 111.1 17.3 15.5 109.0 98.1 90.0 NG 156 2/3/2025 Storm Drain Trench -3.00 111.1 17.3 8.3 104.4 94.0 90.0 NG 157 2/3/2025 Storm Drain Trench FSG 111.1 17.3 13.0 108.6 97.7 90.0 NG 158 2/3/2025 Storm Drain Trench -2.00 111.1 17.3 13.8 104.3 93.9 90.0 NG 159 2/4/2025 Electrical Trench -6.00 111.1 17.3 12.2 105.1 94.6 90.0 NG 160 2/4/2025 Electrical Trench -4.00 111.1 17.3 16.2 107.2 96.5 90.0 NG 161 2/5/2025 Utility Trench -4.00 111.1 17.3 14.8 104.5 94.1 90.0 NG 162 2/5/2025 Utility Trench -3.00 111.1 17.3 19.0 100.7 90.6 90.0 NG 163 2/5/2025 Electrical Room -3.00 111.1 17.3 17.3 107.0 96.3 95.0 NG 164 2/5/2025 Electrical Room -1.00 111.1 17.3 18.2 107.2 96.5 95.0 NG 165 2/6/2025 Utility Trench -3.00 111.1 17.3 19.1 103.6 93.2 90.0 NG 166 2/6/2025 Utility Trench -1.00 111.1 17.3 16.2 107.2 96.5 90.0 NG 167 2/6/2025 Electrical Trench -1.00 111.1 17.3 17.3 110.1 99.1 95.0 NG 168 2/6/2025 Electrical Trench FSG 111.1 17.3 16.8 108.7 97.8 95.0 NG 169 2/7/2025 Electrical Trench FSG 111.1 17.3 12.0 107.5 96.8 95.0 SC 170 2/11/2025 Electrical Trench -4.00 111.1 17.3 14.7 102.2 92.0 90.0 NG 171 2/11/2025 Electrical Trench -4.00 111.1 17.3 16.4 101.5 91.4 90.0 NG 172 2/26/2025 Gas Trench -4.00 111.1 17.3 19.0 108.0 97.2 90.0 NG 173 2/26/2025 Gas Trench -4.00 111.1 17.3 20.3 102.7 92.4 90.0 NG 174 2/26/2025 Gas Trench -4.00 111.1 17.3 20.4 101.1 91.0 90.0 NG 175 2/26/2025 Gas Trench -4.00 111.1 17.3 14.4 108.5 97.7 90.0 NG 176 2/27/2025 Gas Trench -2.00 111.1 17.3 19.7 100.1 90.1 90.0 NG 177 2/27/2025 Gas Trench -2.00 111.1 17.3 20.2 103.4 93.1 90.0 NG 178 2/27/2025 Gas Trench FSG 111.1 17.3 20.3 103.3 93.0 90.0 NG 179 2/27/2025 Gas Trench FSG 111.1 17.3 20.1 103.9 93.5 90.0 NG 180 2/28/2025 Gas Trench -2.00 111.1 17.3 17.2 102.8 92.5 90.0 NG 181 2/28/2025 Gas Trench -2.00 111.1 17.3 18.3 102.4 92.2 90.0 NG 182 2/28/2025 Gas Trench FSG 111.1 17.3 17.8 102.2 92.0 90.0 NG 183 2/28/2025 Gas Trench FSG 111.1 17.3 18.5 103.8 93.4 90.0 NG 184 3/5/2025 Electrical Trench -2.00 111.1 17.3 20.3 100.5 90.5 90.0 NG 185 3/5/2025 Electrical Trench -1.00 111.1 17.3 20.7 102.5 92.3 90.0 NG 186 3/5/2025 Electrical Trench FSG 111.1 17.3 16.8 108.7 97.8 90.0 NG 187 3/20/2025 Utility Trench -2.00 111.1 17.3 16.5 105.5 95.0 95.0 NG 188 3/20/2025 Utility Trench -2.00 111.1 17.3 17.8 106.8 96.1 95.0 NG 189 3/21/2025 Utility Trench FSG 111.1 17.3 16.5 109.2 98.3 95.0 NG 190 3/21/2025 Utility Trench FSG 111.1 17.3 17.8 108.9 98.0 95.0 NG 191 3/28/2025 Utility Trench -6.00 111.1 17.3 16.5 108.9 98.0 95.0 NG 192 3/28/2025 Utility Trench -4.00 111.1 17.3 18.3 103.4 93.1 90.0 NG 193 3/28/2025 Utility Trench -3.00 111.1 17.3 19.0 102.1 91.9 90.0 NG 194 4/3/2025 Utility Trench FSG 111.1 17.3 14.7 107.2 96.5 95.0 SC 195 4/4/2025 Utility Trench -1.00 111.1 17.3 14.7 107.4 96.7 95.0 SC Job Name: Kinovate Production Facilty Footnotes:Test Method: NG - Nuclear Gauge SC - Sand Cone Job Address: 1935 Camino Vida Roble, Carlsbad, CA Grading Permit No: GR2023-0026 FSG - Final Soil Grade Table 2 - Kinovate RESULTS SPECS. TEST METHOD Table 2 - Field Density Test Results TEST NO.TEST DATE TEST LOCATION TEST ELEVATION MAX. DRY DENSITY (pcf) OPTIMUM MOISTURE (%) FIELD MOISTURE (%) FIELD DRY DENSITY (pcf) RELATIVE COMPACTION (%) 196 4/10/2025 Utility Trench FSG 111.1 17.3 15.8 101.1 91.0 90.0 NG 197 4/10/2025 Utility Trench FSG 111.1 17.3 18.1 109.7 98.7 95.0 NG 198 4/11/2025 Curb and Gutter FSG 111.1 17.3 19.3 101.2 91.1 90.0 NG 199 4/11/2025 Curb and Gutter FSG 111.1 17.3 18.5 101.1 91.0 90.0 NG 200 4/12/2025 Curb and Gutter FSG 111.1 17.3 17.5 104.1 93.7 90.0 NG 201 4/12/2025 Curb and Gutter FSG 111.1 17.3 16.4 104.5 94.1 90.0 NG 202 4/12/2025 Curb and Gutter FSG 111.1 17.3 14.5 102.5 92.3 90.0 NG 203 4/12/2025 Curb and Gutter FSG 111.1 17.3 19.0 108.0 97.2 90.0 NG 204 4/12/2025 Curb and Gutter FSG 111.1 17.3 17.4 104.5 94.1 90.0 NG 205 4/12/2025 Curb and Gutter FSG 111.1 17.3 17.9 110.2 99.2 90.0 NG 206 4/12/2025 Curb and Gutter FSG 111.1 17.3 16.7 105.6 95.0 90.0 NG 207 4/12/2025 Curb and Gutter FSG 111.1 17.3 16.9 107.4 96.7 90.0 NG 208 4/15/2025 Pad Footing -3.00 111.1 17.3 15.2 106.0 95.4 90.0 NG 209 4/15/2025 Pad Footing -3.00 111.1 17.3 17.0 106.2 95.6 90.0 NG 210 4/16/2025 Sidewalk FSG 111.1 17.3 15.4 105.6 95.0 90.0 NG 211 4/16/2025 Sidewalk FSG 111.1 17.3 19.4 101.9 95.0 90.0 NG 212 4/16/2025 Sidewalk FSG 111.1 17.3 19.8 97.8 88.0 90.0 NG 213 4/17/2025 Footing Bottom -7.00 111.1 17.3 15.4 107.6 96.8 90.0 NG 214 4/18/2025 Front Building Entrance FSG 111.1 17.3 19.8 102.1 91.9 90.0 NG 215 4/18/2025 Front Building Entrance FSG 111.1 17.3 16.5 109.9 98.9 90.0 NG 216 4/18/2025 Front Building Entrance FSG 111.1 17.3 15.7 105.0 94.5 90.0 NG 217 4/18/2025 Front Building Entrance FSG 111.1 17.3 19.8 103.1 92.8 90.0 NG 218 4/21/2025 Loading Deck FSG 111.1 17.3 19.5 105.8 95.2 90.0 NG 219 4/21/2025 Loading Deck FSG 111.1 17.3 16.7 107.2 96.5 90.0 NG 220 4/21/2025 Loading Deck FSG 111.1 17.3 17.2 107.9 97.1 90.0 NG 221 4/21/2025 Loading Deck FSG 111.1 17.3 18.2 108.6 97.7 90.0 NG 222 4/21/2025 Loading Deck FSG 111.1 17.3 16.5 109.7 98.7 90.0 NG 223 4/21/2025 Loading Deck FSB 118.7 11.5 12.5 109.0 91.8 95.0 NG 223RT 4/21/2025 Retest for Test #223 FSB 118.7 11.5 14.9 114.9 96.8 95.0 NG 224 4/21/2025 Loading Deck FSB 118.7 11.5 17.2 108.4 91.3 95.0 NG 224RT 4/21/2025 Retest for Test #224 FSB 118.7 11.5 14.7 113.4 95.5 95.0 NG 225 4/21/2025 Loading Deck FSB 118.7 11.5 13.2 113.2 95.4 95.0 NG 226 4/21/2025 Loading Deck FSB 118.7 11.5 15.6 111.3 93.8 95.0 NG 226RT 4/21/2025 Retest for Test #226 FSB 118.7 11.5 15.2 112.9 95.1 95.0 NG 227 4/21/2025 Loading Deck FSB 118.7 11.5 15.2 113.5 95.6 95.0 NG 228 4/21/2025 Loading Deck FSB 118.7 11.5 15.8 114.2 96.2 95.0 NG 229 4/22/2025 Entrance Pad FSG 111.1 17.3 19.7 101.6 91.4 90.0 NG 230 4/22/2025 Entrance Pad FSG 111.1 17.3 14.5 105.1 94.6 90.0 NG 231 4/22/2025 Entrance Pad FSG 111.1 17.3 18.1 103.0 92.7 90.0 NG 232 4/22/2025 Sidewalk FSB 118.7 11.5 12.6 115.7 97.5 95.0 NG 233 4/22/2025 Sidewalk FSB 118.7 11.5 13.0 114.0 96.0 95.0 NG 234 4/22/2025 Sidewalk FSB 118.7 11.5 14.4 112.9 95.1 95.0 NG 235 4/22/2025 Sidewalk FSB 118.7 11.5 11.5 113.3 95.5 95.0 NG 236 4/22/2025 Sidewalk FSB 118.7 11.5 12.5 115.2 97.1 95.0 NG 237 4/23/2025 Landscape Area FSG 111.1 17.3 19.7 101.6 91.4 90.0 NG 238 4/23/2025 Landscape Area FSG 111.1 17.3 14.5 105.1 94.6 90.0 NG 239 4/23/2025 Landscape Area FSG 111.1 17.3 18.1 103.0 92.7 90.0 NG 240 4/23/2025 Landscape Area FSG 111.1 17.3 17.2 104.2 93.8 90.0 NG 241 4/24/2025 Generator Pad FSG 111.1 17.3 13.2 110.8 99.7 90.0 NG 242 4/24/2025 Generator Pad FSG 111.1 17.3 18.7 104.4 94.0 90.0 NG 243 4/24/2025 Generator Pad FSG 111.1 17.3 18.1 100.6 90.5 90.0 NG 244 4/24/2025 Generator Pad FSG 111.1 17.3 17.2 100.8 90.7 90.0 NG 245 4/24/2025 Landscape Area FSG 111.1 17.3 19.5 104.5 94.1 90.0 NG 246 4/24/2025 Landscape Area FSG 111.1 17.3 15.3 102.7 92.4 90.0 NG 247 4/24/2025 Landscape Area FSG 111.1 17.3 14.9 102.3 92.1 90.0 NG 248 4/24/2025 Landscape Area FSG 111.1 17.3 16.4 101.6 91.4 90.0 NG 249 4/25/2025 Electrical Trench FSG 111.1 17.3 19.6 100.6 90.5 90.0 NG 250 4/28/2025 Sidewalk FSG 111.1 17.3 19.2 100.8 90.7 90.0 NG 251 4/28/2025 Sidewalk FSG 111.1 17.3 18.7 100.0 90.0 90.0 NG 252 4/28/2025 Sidewalk FSG 111.1 17.3 19.5 103.2 92.9 90.0 NG 253 4/29/2025 Sidewalk FSG 111.1 17.3 19.5 101.8 91.6 90.0 NG 254 4/29/2025 Sidewalk FSG 111.1 17.3 24.6 97.7 87.9 90.0 NG 254RT 4/29/2025 Retest for Test #254 FSG 111.1 17.3 21.0 99.9 90.0 90.0 NG Job Name: Kinovate Production Facilty Footnotes:Test Method: NG - Nuclear Gauge SC - Sand Cone Job Address: 1935 Camino Vida Roble, Carlsbad, CA Grading Permit No: GR2023-0026 FSG - Final Soil Grade Table 2 - Kinovate RESULTS SPECS. TEST METHOD Table 2 - Field Density Test Results TEST NO.TEST DATE TEST LOCATION TEST ELEVATION MAX. DRY DENSITY (pcf) OPTIMUM MOISTURE (%) FIELD MOISTURE (%) FIELD DRY DENSITY (pcf) RELATIVE COMPACTION (%) 255 4/30/2025 Utility Trench FSG 111.1 17.3 20.3 102.3 92.1 90.0 NG 256 4/30/2025 Utility Trench FSG 111.1 17.3 20.3 99.9 89.9 90.0 NG 257 4/30/2025 Utility Trench FSG 111.1 17.3 19.5 100.4 90.4 90.0 NG 258 4/30/2025 Utility Trench FSG 111.1 17.3 19.6 101.1 91.0 90.0 NG 259 4/30/2025 Utility Trench FSG 111.1 17.3 21.0 99.9 90.0 90.0 NG 260 4/30/2025 Utility Trench FSG 111.1 17.3 18.6 103.9 93.5 90.0 NG 261 4/30/2025 Utility Trench FSG 111.1 17.3 17.3 101.6 91.4 90.0 NG 262 5/7/2025 Handicap Ramp FSB 118.7 11.5 14.5 117.3 98.8 95.0 NG 263 5/7/2025 Handicap Ramp FSB 118.7 11.5 14.4 115.3 97.1 95.0 NG 264 5/7/2025 Handicap Ramp FSB 118.7 11.5 14.5 116.4 98.1 95.0 NG 265 5/7/2025 Entrance Pad FSB 118.7 11.5 14.9 114.6 96.5 95.0 NG 266 5/7/2025 Entrance Pad FSB 118.7 11.5 14.3 113.1 95.3 95.0 NG 267 5/7/2025 Walkway FSG 111.1 17.3 21.4 101.0 90.9 90.0 NG 268 5/7/2025 Walkway FSG 111.1 17.3 22.4 102.3 92.1 90.0 NG 269 5/7/2025 Bio-basin Retaining Wall FSG 111.1 17.3 15.5 101.8 91.6 90.0 NG 270 5/8/2025 Main Entrance Walkway -2.00 111.1 17.3 21.2 101.6 91.4 90.0 NG 271 5/8/2025 Main Entrance Walkway -2.00 111.1 17.3 20.1 100.4 90.4 90.0 NG 272 5/8/2025 Main Entrance Walkway -1.00 118.7 11.5 8.5 109.7 92.4 90.0 NG 273 5/8/2025 Main Entrance Walkway -1.00 118.7 11.5 8.9 111.4 93.9 90.0 NG 274 5/8/2025 Southwest wall FSG 111.1 17.3 14.6 101.3 91.2 90.0 NG 275 5/8/2025 Southwest wall FSG 111.1 17.3 19.2 100.8 90.7 90.0 NG 276 5/8/2025 Southwest wall FSG 111.1 17.3 12.7 102.2 92.0 90.0 NG 277 5/23/2025 Sidewalk FSB 118.7 11.5 13.7 108.1 91.1 90.0 NG 278 5/23/2025 Sidewalk FSB 118.7 11.5 14.2 107.0 90.1 90.0 NG 279 5/23/2025 Sidewalk FSB 111.1 17.3 12.6 112.0 100.8 90.0 NG 280 5/23/2025 Sidewalk FSB 111.1 17.3 11.8 109.3 98.4 90.0 NG 281 5/23/2025 Sidewalk FSB 111.1 17.3 14.0 114.8 103.3 90.0 NG 282 5/23/2025 Sidewalk FSB 111.1 17.3 13.4 113.7 102.3 90.0 NG 283 5/27/2025 Sidewalk FSB 111.1 17.3 18.0 101.0 90.9 90.0 NG 284 5/27/2025 Sidewalk FSB 111.1 17.3 19.0 102.3 92.1 90.0 NG 285 5/27/2025 Sidewalk FSB 111.1 17.3 17.2 102.6 92.3 90.0 NG 286 5/27/2025 Sidewalk FSB 111.1 17.3 14.5 101.7 91.5 90.0 NG 287 5/28/2025 Sidewalk FSB 111.1 17.3 15.2 104.4 94.0 90.0 NG 288 5/28/2025 Sidewalk FSB 111.1 17.3 15.6 109.1 98.2 90.0 NG 289 6/6/2025 Sidewalk FSG 111.1 17.3 18.0 101.0 90.9 90.0 NG 290 6/6/2025 Sidewalk FSG 111.1 17.3 19.0 102.3 92.1 90.0 NG 291 6/6/2025 Sidewalk FSG 111.1 17.3 15.2 109.5 98.6 90.0 NG 292 6/6/2025 Stairs FSG 111.1 17.3 17.2 100.5 90.5 90.0 NG 293 6/18/2025 Footing Bottom FSG 111.1 17.3 15.5 104.3 93.9 90.0 NG 294 6/18/2025 ADA Ramp FSG 111.1 17.3 14.5 106.3 95.7 90.0 NG 295 6/18/2025 ADA Ramp FSG 111.1 17.3 19.2 101.0 90.9 90.0 NG 296 6/18/2025 ADA Ramp FSG 111.1 17.3 15.3 105.3 94.8 90.0 NG 297 6/18/2025 ADA Ramp FSG 111.1 17.3 19.3 100.2 90.2 90.0 NG 298 6/18/2025 ADA Ramp FSG 111.1 17.3 19.5 101.4 91.3 90.0 NG 299 6/18/2025 ADA Ramp FSG 111.1 17.3 19.5 100.9 90.8 90.0 NG 300 6/18/2025 ADA Ramp FSG 111.1 17.3 16.2 101.0 90.9 90.0 NG 301 6/19/2025 Driveway Base FSB 115.2 12.4 13.0 114.8 99.7 95.0 NG 302 6/19/2025 Driveway Base FSB 115.2 12.4 14.0 109.3 94.9 95.0 NG 303 6/19/2025 Driveway Base FSB 115.2 12.4 15.5 110.8 96.2 95.0 NG 304 6/19/2025 Driveway Base FSB 115.2 12.4 14.4 111.3 96.6 95.0 NG 305 6/19/2025 Driveway Base FSB 115.2 12.4 14.8 110.6 96.0 95.0 NG 306 6/19/2025 Driveway Base FSB 115.2 12.4 15.8 111.6 96.9 95.0 NG 307 6/19/2025 Driveway Base FSB 115.2 12.4 14.4 111.9 97.1 95.0 NG 308 6/19/2025 Driveway Base FSB 115.2 12.4 14.7 113.3 98.4 95.0 NG 309 6/19/2025 Driveway Base FSB 115.2 12.4 13.7 109.4 95.0 95.0 NG 310 6/19/2025 Driveway Base FSB 115.2 12.4 13.5 111.2 96.5 95.0 NG 311 6/19/2025 Driveway Asphalt FG 145.5 --140.0 96.2 95.0 NG 312 6/19/2025 Driveway Asphalt FG 145.5 --140.7 96.7 95.0 NG 313 6/19/2025 Driveway Asphalt FG 145.5 --139.9 96.2 95.0 NG 314 6/19/2025 Driveway Asphalt FG 145.5 --140.1 96.3 95.0 NG 315 6/19/2025 Driveway Asphalt FG 145.5 --141.2 97.0 95.0 NG 316 6/19/2025 Driveway Asphalt FG 145.5 --139.1 95.6 95.0 NG 317 6/19/2025 Driveway Asphalt FG 145.5 --138.7 95.3 95.0 NG Job Name: Kinovate Production Facilty Footnotes:Test Method: NG - Nuclear Gauge SC - Sand Cone Job Address: 1935 Camino Vida Roble, Carlsbad, CA Grading Permit No: GR2023-0026 FSG - Final Soil Grade Table 2 - Kinovate RESULTS SPECS. TEST METHOD Table 2 - Field Density Test Results TEST NO.TEST DATE TEST LOCATION TEST ELEVATION MAX. DRY DENSITY (pcf) OPTIMUM MOISTURE (%) FIELD MOISTURE (%) FIELD DRY DENSITY (pcf) RELATIVE COMPACTION (%) 318 6/19/2025 Driveway Asphalt FG 145.5 --140.4 96.5 95.0 NG 319 6/19/2025 Driveway Asphalt FG 145.5 --139.5 95.9 95.0 NG 320 6/19/2025 Driveway Asphalt FG 145.5 --140.5 96.6 95.0 NG 321 6/26/2025 ADA Ramp FSG 111.1 17.3 21.3 103.2 92.9 90.0 NG 322 6/26/2025 Curb FSG 111.1 17.3 22.1 105.4 94.9 90.0 NG 323 6/26/2025 Curb FSG 111.1 17.3 20.6 101.4 91.3 90.0 NG 324 7/22/2025 Electrical Trench -7.00 111.1 17.3 19.6 103.4 93.1 90.0 NG 325 7/22/2025 Sidewalk FSG 118.7 11.5 18.5 109.0 91.8 90.0 NG 326 7/22/2025 Sidewalk FSG 118.7 11.5 18.0 106.8 90.0 90.0 NG 327 7/22/2025 Electrical Trench -6.00 111.1 17.3 19.5 102.5 92.3 90.0 NG 328 7/22/2025 Sidewalk FSG 118.7 11.5 14.1 106.7 89.9 90.0 NG 329 7/22/2025 Electrical Trench -5.00 111.1 17.3 17.4 103.3 93.0 90.0 NG 330 7/22/2025 Electrical Trench -4.00 111.1 17.3 17.6 104.6 94.1 90.0 NG 331 7/22/2025 Sidewalk FSG 111.1 17.3 10.8 108.9 98.0 90.0 NG 332 7/22/2025 Sidewalk FSG 111.1 17.3 10.3 100.5 90.5 90.0 NG 333 7/22/2025 Sidewalk FSG 111.1 17.3 11.3 105.5 95.0 90.0 NG 334 7/22/2025 Sidewalk FSG 111.1 17.3 14.7 105.1 94.6 90.0 NG 335 7/23/2025 Electrical Trench -4.00 111.1 17.3 15.5 109.3 98.4 90.0 NG 336 7/23/2025 Electrical Trench -3.00 111.1 17.3 18.6 104.8 94.3 90.0 NG 337 7/23/2025 Electrical Trench -2.00 111.1 17.3 16.3 99.9 90.0 90.0 NG 338 7/23/2025 Electrical Trench -1.00 111.1 17.3 17.2 103.2 92.9 90.0 NG 339 7/23/2025 Electrical Trench FSG 111.1 17.3 15.3 108.7 97.8 90.0 NG 340 7/24/2025 Utility Trench -3.00 111.1 17.3 16.9 100.2 90.2 90.0 NG 341 7/24/2025 Utility Trench -2.00 111.1 17.3 19.7 101.8 91.6 90.0 NG 342 7/24/2025 Utility Trench -1.00 111.1 17.3 16.9 104.4 94.0 90.0 NG 343 7/25/2025 Utility Trench FSG 111.1 17.3 17.8 104.1 93.7 90.0 NG 344 7/29/2025 Curb and Gutter FSG 111.1 17.3 19.4 102.0 91.8 90.0 NG 345 7/29/2025 Curb and Gutter FSG 111.1 17.3 20.8 101.5 91.4 90.0 NG 346 7/29/2025 Curb and Gutter FSG 111.1 17.3 22.2 95.6 86.0 90.0 NG 346RT 7/29/2025 Retest for Test #346 FSG 111.1 17.3 18.2 107.5 96.8 90.0 NG 347 7/30/2025 Camino Vida Roble Sidewalk FSG 113.0 12.4 12.2 111.1 98.3 90.0 NG 348 7/30/2025 Camino Vida Roble Sidewalk FSG 113.0 12.4 14.4 108.7 96.2 90.0 NG 349 7/30/2025 Camino Vida Roble Sidewalk FSG 113.0 12.4 13.4 107.5 95.1 90.0 NG 350 8/8/2025 Camino Vida Roble Entry Driveway FSG 111.1 17.3 19.5 101.9 91.7 90.0 NG 351 8/8/2025 Camino Vida Roble Entry Driveway FSG 111.1 17.3 15.5 108.7 97.8 90.0 NG 352 8/8/2025 Camino Vida Roble Entry Driveway FSG 111.1 17.3 19.2 101.1 91.0 90.0 NG 353 8/8/2025 Camino Vida Roble Entry Driveway FSB 118.5 11.5 10.2 116.6 98.4 95.0 NG 354 8/8/2025 Camino Vida Roble Entry Driveway FSB 118.5 11.5 11.5 116.1 98.0 95.0 NG 355 8/8/2025 Camino Vida Roble Entry Driveway FSB 118.5 11.5 10.9 115.3 97.3 95.0 NG 356 8/27/2025 Handicap Parking Area -0.75 122.0 8.0 10.5 116.6 95.6 95.0 NG 357 8/27/2025 Handicap Parking Area -0.75 122.0 8.0 10.1 120.1 98.4 95.0 NG 358 8/27/2025 Handicap Parking Area -0.75 122.0 8.0 13.0 117.0 95.9 95.0 NG 359 8/27/2025 Handicap Parking Area -0.75 122.0 8.0 8.7 120.3 98.6 95.0 NG 360 8/27/2025 Handicap Parking Area -0.75 122.0 8.0 9.0 118.6 97.2 95.0 NG 361 8/27/2025 Handicap Parking Area Base FSB 122.0 8.0 8.5 119.1 97.6 95.0 NG 362 8/27/2025 Handicap Parking Area Base FSB 122.0 8.0 9.0 117.7 96.5 95.0 NG 363 8/27/2025 Handicap Parking Area Base FSB 122.0 8.0 8.1 119.8 98.2 95.0 NG 364 8/27/2025 Handicap Parking Area Base FSB 122.0 8.0 8.4 120.5 98.8 95.0 NG 365 8/27/2025 Handicap Parking Area Base FSB 122.0 8.0 8.7 118.7 97.3 95.0 NG 366 8/27/2025 Handicap Parking Area Asphalt FG 147.0 --139.6 95.0 95.0 NG 367 8/27/2025 Handicap Parking Area Asphalt FG 147.0 --140.4 95.5 95.0 NG 368 8/27/2025 Handicap Parking Area Asphalt FG 147.0 --141.6 96.3 95.0 NG 369 8/27/2025 Handicap Parking Area Asphalt FG 147.0 --142.7 97.1 95.0 NG 370 8/27/2025 Handicap Parking Area Asphalt FG 147.0 --141.2 96.1 95.0 NG 371 8/27/2025 Camino Vida Roble Entry Driveway Base FSB 113.0 12.4 14.4 110.2 97.5 95.0 NG 372 8/27/2025 Camino Vida Roble Entry Driveway Base FSB 113.0 12.4 12.7 109.3 96.7 95.0 NG 373 8/27/2025Camino Vida Roble Entry Driveway Asphalt -1.50 147.0 --142.3 96.8 95.0 NG 374 8/27/2025Camino Vida Roble Entry Driveway Asphalt -1.50 147.0 --141.2 96.1 95.0 NG 375 8/27/2025 Driveway Base FSB 122.0 8.0 11.4 118.3 97.0 95.0 NG 376 8/28/2025 Driveway Asphalt FG 146.0 --140.4 96.2 95.0 NG 377 8/28/2025 Driveway Asphalt FG 146.0 --141.1 96.6 95.0 NG 378 8/28/2025 Driveway Asphalt FG 146.0 --139.2 95.3 95.0 NG 379 8/28/2025 Driveway Asphalt FG 146.0 --139.3 95.4 95.0 NG Job Name: Kinovate Production Facilty Footnotes:Test Method: NG - Nuclear Gauge SC - Sand Cone Job Address: 1935 Camino Vida Roble, Carlsbad, CA Grading Permit No: GR2023-0026 FSG - Final Soil Grade Table 2 - Kinovate RESULTS SPECS. TEST METHOD Table 2 - Field Density Test Results TEST NO.TEST DATE TEST LOCATION TEST ELEVATION MAX. DRY DENSITY (pcf) OPTIMUM MOISTURE (%) FIELD MOISTURE (%) FIELD DRY DENSITY (pcf) RELATIVE COMPACTION (%) 380 8/28/2025 Driveway Asphalt FG 146.0 --139.1 95.3 95.0 NG 381 8/28/2025 Driveway Asphalt FG 146.0 --143.0 97.9 95.0 NG 382 8/28/2025 Driveway Asphalt FG 146.0 --139.7 95.7 95.0 NG 383 8/28/2025 Driveway Asphalt FG 146.0 --141.5 96.9 95.0 NG 384 8/28/2025 Driveway Asphalt FG 146.0 --139.3 95.4 95.0 NG 385 8/28/2025 Driveway Asphalt FG 146.0 --138.7 95.0 95.0 NG 386 8/28/2025 Handicap Parking Area Base FSB 122.0 8.0 10.1 115.9 95.0 95.0 NG 387 8/28/2025 Handicap Parking Area Base FSB 122.0 8.0 9.7 119.2 97.7 95.0 NG 388 8/28/2025 Handicap Parking Area Base FSB 122.0 8.0 10.0 116.3 95.3 95.0 NG 389 8/28/2025 Handicap Parking Area Asphalt FG 146.0 --140.1 96.0 95.0 NG 390 8/28/2025 Handicap Parking Area Asphalt FG 146.0 --139.0 95.2 95.0 NG 391 8/28/2025 Driveway Asphalt FG 146.0 --143.5 98.3 95.0 NG 392 8/28/2025 Handicap Parking Area Asphalt FG 146.0 --139.6 95.6 95.0 NG 393 9/12/2025 Sidewalk -1.00 111.1 17.3 14.2 104.6 94.1 90.0 NG 394 9/12/2025 Sidewalk FSG 111.1 17.3 16.0 106.2 95.6 90.0 NG 395 9/15/2025 Sidewalk Base FSB 115.2 12.3 10.0 110.9 96.3 95.0 NG 396 9/15/2025 Sidewalk Base FSB 115.2 12.3 12.2 111.7 97.0 95.0 NG 397 9/15/2025 Sidewalk Base FSB 115.2 12.3 11.9 109.6 95.1 95.0 NG 398 9/26/2025 Driveway Base FSB 124.0 8.0 6.5 123.2 99.4 95.0 NG 399 9/26/2025 Driveway Asphalt FG 146.0 --140.6 96.3 95.0 NG 400 9/26/2025 Driveway Asphalt FG 146.0 --140.2 96.0 95.0 NG 401 9/26/2025 Driveway Asphalt FG 146.0 --141.0 96.6 95.0 NG 402 9/26/2025 Driveway Asphalt FG 146.0 --139.2 95.3 95.0 NG 403 9/26/2025 Driveway Asphalt FG 146.0 --143.3 98.2 95.0 NG 404 9/26/2025 Driveway Asphalt FG 146.0 --138.7 95.0 95.0 NG 405 9/26/2025 Driveway Asphalt FG 146.0 --141.4 96.8 95.0 NG 406 9/26/2025 Driveway Asphalt FG 146.0 --140.5 96.2 95.0 NG 407 9/26/2025 Driveway Asphalt FG 146.0 --145.5 99.7 95.0 NG 408 9/26/2025 Driveway Asphalt FG 146.0 --141.4 96.8 95.0 NG 409 9/26/2025 Driveway Asphalt FG 146.0 --139.6 95.6 95.0 NG 410 9/26/2025 Driveway Asphalt FG 146.0 --138.7 95.0 95.0 NG 411 9/26/2025 Driveway Asphalt FG 146.0 --139.7 95.7 95.0 NG 412 9/26/2025 Driveway Asphalt FG 146.0 --139.2 95.3 95.0 NG 413 9/26/2025 Driveway Asphalt FG 146.0 --139.0 95.2 95.0 NG 414 9/26/2025 Driveway Asphalt FG 146.0 --142.9 97.9 95.0 NG 415 9/26/2025 Driveway Asphalt FG 146.0 --139.5 95.5 95.0 NG 416 9/26/2025 Driveway Asphalt FG 146.0 --140.6 96.3 95.0 NG 417 9/26/2025 Driveway Asphalt FG 146.0 --139.2 95.3 95.0 NG 418 9/26/2025 Driveway Asphalt FG 146.0 --141.5 96.9 95.0 NG 419 9/26/2025 Driveway Asphalt FG 146.0 --142.5 97.6 95.0 NG 420 10/1/2025 Driveway Base FSB 121.3 8.1 8.9 119.5 98.5 95.0 NG 421 10/1/2025 Driveway Base FSB 121.3 8.1 10.2 117.9 97.2 95.0 NG 422 10/1/2025 Driveway Asphalt FG 146.1 --138.0 95.0 95.0 NG 423 10/1/2025 Driveway Asphalt FG 146.1 --139.3 95.3 95.0 NG 424 10/1/2025 Driveway Base FSB 121.3 8.1 10.6 115.4 95.1 95.0 NG 425 10/1/2025 Driveway Asphalt FG 145.6 --138.0 95.0 95.0 NG 426 10/1/2025 Driveway Asphalt FG 145.6 --138.5 95.1 95.0 NG 427 10/1/2025 Driveway Asphalt FG 145.6 --140.2 96.3 95.0 NG 428 10/1/2025 Driveway Asphalt FG 145.6 --141.9 97.5 95.0 NG 429 10/1/2025 Driveway Asphalt FG 145.6 --137.4 94.4 95.0 NG 430 10/1/2025 Driveway Asphalt FG 145.6 --139.0 95.5 95.0 NG 431 10/1/2025 Driveway Asphalt FG 145.6 --139.0 95.5 95.0 NG 432 10/1/2025 Driveway Asphalt FG 145.6 --137.6 94.5 95.0 NG 433 10/1/2025 Driveway Asphalt FG 145.6 --141.5 97.2 95.0 NG 434 10/1/2025 Driveway Asphalt FG 145.6 --142.5 97.9 95.0 NG Job Name: Kinovate Production Facilty Footnotes:Test Method: NG - Nuclear Gauge SC - Sand Cone Job Address: 1935 Camino Vida Roble, Carlsbad, CA Grading Permit No: GR2023-0026 FSG - Final Soil Grade Figure 1 – Field Test Locations Plot Kinovate Life Sciences TI 1935 Camino Vida Roble, Carlsbad, CA 92008 Southwest #240036 3 56 71 69 70 53 62 68 67 63 64 61 76 8 75 74 65 73 66 72 46 4 43 52 59 57 55 18 12 33 32 39 44 58 54 9 19 35 14 36 37 23 25 26 34 24 13 21 11 16 27 31 17 7 N Legends: Approx. Field Test Locations Grading Limits 434 6 30 38 22 10 60 42 48 51 50 45 47 49 2 29 15 1 40 20 28 41 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 103 104 105 106 107 108 109 110 111 102 142 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 240 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 300 301 302 303 304 305 306 307 308 309 310 311 291 292 293 294 295 296 297 298 299 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 408 407 412 409 410 411 368 5 82RT 110RT 135RT 223RT 224RT 226RT 254RT 346RT 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 46RT 47RT