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HomeMy WebLinkAboutCT 14-10; POINSETTIA 61; ROUGH GRADE FINAL SOILS REPORT; 2021-09-28 AS-GRADED GEOTECHNICAL REPORT ROUGH GRADING – DRAWING NO. 507-2A TREVISO (POINSETTIA 61) DEVELOPMENT CARLSBAD, CALIFORNIA Prepared for LENNAR HOMES 25 Enterprise, Suite 300 Aliso Viejo, California 92656 Prepared by GROUP DELTA CONSULTANTS, INC. 9245 Activity Road, Suite 103 San Diego, California 92126 Project No. SD412B September 28, 2021 9245 Activity Road, Suite 103, San Diego, CA 92126 TEL: (858) 536-1000 Anaheim – Irvine – Ontario – San Diego – Torrance www.GroupDelta.com Lennar Homes 25 Enterprise, Suite 300 Aliso Viejo, California 92656 Attention: Mr. Alan Chik SUBJECT: AS-GRADED GEOTECHNICAL REPORT Rough Grading – Drawing No. 507-2A Treviso (Poinsettia 61) Development Carlsbad, California Mr. Chik: The following report summarizes the results of the testing and observation services provided by Group Delta Consultants during the rough grading operations associated with the Treviso (formerly Poinsettia 61) residential development in Carlsbad, California. The general contractor for this project was Lennar Homes of California. Grading operations were performed by Earth Construction and Mining (ECM). Mechanically Stabilized Earth (MSE) retaining walls were constructed by Soil Retention Systems. Our geotechnical services were provided between August 27th, 2018 and August 19th, 2021. 1.0 PURPOSE AND SCOPE OF SERVICES Our geotechnical services for this project were performed in general accordance with the provisions of the referenced proposal (Group Delta, 2017a) and subsequent amendments. Our field personnel were provided for this project in order to test and observe remedial earthwork; the construction of Mechanically Stabilized Earth (MSE) retaining walls; and fill and backfill placement and the compaction operations, including those associated with wall backfill and buried utility backfill. These observations and tests assisted us in developing professional opinions regarding whether or not the geotechnical aspects of earthwork construction were conducted in general accordance with our geotechnical recommendations (Appendix A) and with the geotechnical requirements of the City of Carlsbad. Our services did not include supervision or direction of the work of the contractor, their employees, or agents. Our services did include the following: • As-needed consultation during grading. Pertinent letters are referenced in Appendix A. • Observation of the preparation of the existing ground in order to confirm that remedial earthwork was conducted in accordance with our geotechnical recommendations. • Performing field and laboratory tests on fill and backfill materials in order to support our geotechnical recommendations and conclusions. The laboratory test results are summarized in Appendix B. The field observations and density test results are provided in Appendix C. • Performing settlement monitoring of existing fill. The results are provided in Appendix D. • Preparation and distribution of daily field reports summarizing the day’s activity with regard to earthwork, and documenting hours spent in the field by our technicians. • Preparation of this As-Graded Report which summarizes site preparation, field and laboratory test results, various fill placement and compaction operations, and utility trench excavation and backfill. As-Graded Geotechnical Report Group Delta Project No. SD412B Rough Grading – Drawing No. 507-2A September 28, 2021 Treviso (Poinsettia 61) Development – Lennar Homes Page 3 2.0 SITE DESCRIPTION The subject site consists of a 61.4-acre parcel located southeast of the intersection between Poinsettia Lane and Cassia Road. The western edge of the site is bordered by existing residential developments. Prior to recent grading, most of the site was undeveloped. Prior to this project, Poinsettia Lane was graded through a portion of the property by both cutting through an existing hill and placing compacted fill within a portion of an existing canyon. The limits of the existing fill are shown on the As-Graded Map, Plate 1. Previous construction activities at the site resulted in partial construction of Poinsettia Lane. Beyond the limits of pavement, the road was also rough graded into place for an additional 650 feet. The southeastern edge of the project meets the existing Poinsettia Lane at Skimmer Court. 3.0 PROJECT DESCRIPTION The improvements associated with the subject plan set (O’Day, 2018a – Drawing No. 507-2A) include rough grading of the entire site, mechanically stabilized earth (MSE) retaining walls, and storm water biofiltration basins and associated buried storm drains. To develop the site, rough grading operations included roughly 250,000 yd3 mass cut-fill grading to create level areas for building pads with rough graded streets, alleys and slopes. Subsequently, site development included the construction of 123 lightly-loaded, wood-framed, single-family residential structures supported by post-tension slab foundations. In addition, pre-fabricated single-story structures for restrooms and other recreation area improvements are also included in the site development. Various associated improvements were also constructed concurrently, including asphalt concrete residential streets and alleys, a variety of subsurface utilities, Portland cement concrete sidewalks, curbs and gutters, and maintenance driveways, and two reinforced concrete bridges. In addition, 12 Verdura- style mechanically stabilized earth (MSE) retaining walls were constructed around the perimeter of the site. Various smaller cantilever CMU walls were also constructed within the interior of the development. Six HPDE lined bio-filtration basins (Basin 1-1 is constructed as two distinct basins) were also constructed to retain storm water during and after construction. The rough grading plans for the site are shown on the As-Graded Map, Plate 1. Prior to this project, Poinsettia Lane was discontinuous, with eastbound lanes terminating at the intersection with Cassia Road and westbound lanes terminating at the intersection with Skimmer Court. Poinsettia Lane was extended through the property to connect the existing Poinsettia Lane on either side. The extension required placement of compacted fill, the construction of two reinforced concrete bridges, and the placement of asphalt concrete pavement sections. 4.0 GEOLOGY The site is located within the coastal plain section of the Peninsular Ranges geomorphic province of southern California. The entire site is underlain at depth by the Eocene-age Santiago Formation. As observed on site, this formation generally consists of a massive fine-grained silty sandstone that contains occasional thin beds of lean to fat claystone. Prior to grading, the formation was covered with a thin mantle of colluvium on hillsides and varying thicknesses of alluvium in the bottom of the canyon crossing the northeastern portion of the site. The alluvial sediments were characterized by loose to medium dense, poorly consolidated silty and clayey sand. Relatively minor groundwater seepage was encountered within the alluvium during grading. As-Graded Geotechnical Report Group Delta Project No. SD412B Rough Grading – Drawing No. 507-2A September 28, 2021 Treviso (Poinsettia 61) Development – Lennar Homes Page 4 Additional details regarding the geologic and geotechnical conditions at the site can be found in the referenced project geotechnical investigation by Group Delta Consultants (2014). 5.0 GRADING AND IMPROVEMENT OPERATIONS The geotechnical aspects of the grading and improvement operations associated with the Rough Grading (Drawing No. 507-2A) improvements included remedial grading for the building pad and improvement areas, the placement and compaction of fill soils, the excavation and backfill of utility trenches, and the construction of 12 Mechanically Stabilized Earth (MSE) retaining walls. Each of these operations are described in more detail below. Due to the nature of the operations, the field testing and observations associated with the rough grading (Drawing No. 507-2A) were not tracked separately from the entire project. As a result, lab and density testing associated with the operations discussed below are presented for the entire project in Appendix B and C, respectively. 5.1. Remedial Earthwork: Remedial grading was conducted within the planned building, bridge abutments, and improvement areas in general accordance with the geotechnical recommendations presented in the referenced reports (Group Delta, 2014, 2018a). Remedial excavations were first conducted throughout the site in order to remove potentially compressible undocumented fill and colluvial and alluvial soils. The loose surficial soils including both colluvium on the hillside, and alluvium within the on-site portion of the canyon drainage were all excavated to expose competent formational material suitable for support of the compacted fill and new improvements. The excavated material was replaced as compacted fill. Subsurface drains were constructed within the invert of the canyon removals. The elevations of exposed competent formational material and the approximate locations of the subdrains are shown on the As-Graded Map, Plate 1. Remedial excavations were also conducted within some building areas to remove dense formational material below the proposed improvements, where necessary. A summary of our observations, including the as-graded fill depths for each of the planned residential lots, is provided in Appendix C, Table C-1. 5.2. Fill Soils: The various materials used as fill are described in Figure B-1 in Appendix B. The maximum densities and optimum moisture contents of the soils were determined in the laboratory using ASTM D1557. The fill soils generally consisted of fine to medium grained silty or clayey sand (SM or SC) with a considerable amount of gravel and cobble. For samples with more than 10 percent plus ¾-inch material, the maximum densities and optimum moisture contents were corrected using ASTM D4718 as a guideline. 5.3. Fill Placement: Grading of the site was performed using typical grading techniques with heavy earthmoving equipment. In-place moisture and density tests were made during fill placement in general accordance with ASTM D6938. The results of these tests are summarized in Appendix C. The approximate test locations are shown on the attached Grading Test Location Plan, Plate C-1. 5.4. Trench Backfill: Public storm drain pipes were placed in trenches excavated to connect and outlet the storm water basins throughout the site, per the referenced plan (O’Day, 2018a – Drawing No. 507-2A). Proper pipe zone materials were installed prior to backfilling the trench excavations. Appropriate compaction equipment such as hand-operated vibratory compactors and backhoes with sheepsfoot rollers were used to backfill the trench excavations using on-site soils that were mixed and moisture conditioned prior to compaction. In-place moisture and As-Graded Geotechnical Report Group Delta Project No. SD412B Rough Grading – Drawing No. 507-2A September 28, 2021 Treviso (Poinsettia 61) Development – Lennar Homes Page 5 density tests were made during fill placement in general accordance with ASTM D6938. The results of these tests are summarized in Appendix C. The approximate test locations are also shown on the attached Trench Backfill Test Location Plan, Plate C-2. 5.5. MSE Walls: The geotechnical aspects of the Mechanically Stabilized Earth (MSE) wall construction included observing that the soil conditions were in substantial conformance with the geotechnical requirements, that the wall units and geogrid were installed in general accordance with the approved plans, and that the wall backfill was compacted in accordance with the project requirements. Laboratory testing of the MSE wall backfill material was also conducted to confirm that the minimum geotechnical design criteria were satisfied. Gradation analysis was conducted in using ASTM D422. The Expansion and Plasticity Indices were determined using ASTM D4829 and D4318, respectively. The maximum density and optimum moisture content of the soil was determined using ASTM D1557 as a guideline. The test results are shown in Figure B-2 and indicate that the MSE backfill met the specified geotechnical criteria. MSE wall construction began with the excavation and compaction of compressible soils beneath the walls, and the preparation and compaction of the subgrade in the foundation zone. A leveling course of minus ¾-inch crushed rock was placed beneath the block. Our observation and tests indicate that the wall foundation zone was prepared in general accordance with the intent of our geotechnical recommendations. Prior to building the MSE walls, various subsurface drains were constructed behind the walls. The subdrains consisted of 4-inch diameter perforated PVC pipes surrounded by approximately one cubic foot per lineal foot of minus ¾-inch crushed rock. The pipe and rock were wrapped in Mirafi 140N filter fabric. The subdrains outlet through a solid 4-inch diameter PVC collector pipes into the canyon. Continuous observation was provided by our field personnel during the MSE wall construction operations. The type of block and geogrid was observed prior to placement. The embedment length for each section of geogrid was checked against the project plans. Our observations indicate that the blocks and geogrid reinforcement were placed in substantial conformance with the locations and elevations shown on the approved plans. Each layer of geogrid was unrolled over compacted backfill, and then stretched over the blocks. The next course of block and soil backfill were then placed, and the process repeated. Appropriate compaction equipment such as hand-operated vibratory compactors and rubber- tired heavy earthmoving equipment were used to place compacted wall backfill. In-place moisture and density tests were made during fill placement in general accordance with ASTM D6938. The results of these tests are summarized in Appendix C. The approximate test locations are also shown on the attached Wall Backfill Test Location Plans, Plates C-3a through C-3c. 5.6. Settlement Monitoring: New compacted fill was placed on existing fill near the northwest corner of the project, as shown on the As-Graded Map, Plate 1. Settlement monitoring was conducted to verify any settlement of the existing fill induced by the additional fill was substantially complete before permanent improvements were constructed. The new fill reached approximately 24 feet above the existing fill. The fill was placed in stages. Two settlement plates were placed to monitor settlement of the soil beneath the new fill and were constructed as shown in Figure D-1. The results of the surcharge loading are tabulated in Figure D-2, plotted in Figures D-3.1 and D-3.2, and discussed in Section 6 below. As-Graded Geotechnical Report Group Delta Project No. SD412B Rough Grading – Drawing No. 507-2A September 28, 2021 Treviso (Poinsettia 61) Development – Lennar Homes Page 6 6.0 GEOTECHNICAL EVALUATION AND CONCLUSIONS In the areas we observed and tested, it is our professional opinion that the soil engineering and engineering geologic aspects of the grading, compaction, and MSE wall construction were completed in general accordance with the intent of our geotechnical recommendations, the approved project plans (O’Day, 2018a – Drawing No. 507-2A), and with the geotechnical requirements of the City of Carlsbad, unless noted otherwise below. Our conclusions are based on observations and tests conducted between August 27th, 2018 and August 19th, 2021. No representations are made to the quality and extent of materials not observed. 6.1. Grading: It is our opinion that remedial grading was conducted in general accordance with the intent of our geotechnical recommendations. Our geologic observations and tests during rough grading of the site indicates that all the residential building pads are now covered with at least 4-feet of sandy compacted fill directly overlying dense Santiago Formation. For lots underlain by more than 8 feet of compacted fill, formational material was over-excavated to at least half the maximum fill depth within the lot, with a maximum over-excavation depth of 10 feet. A summary of the as-graded cut and fill depths for each of the planned residential lots is provided in Appendix C, Table C-1. Cut and fill slopes were constructed with a maximum inclination of 2:1 (horizontal to vertical). Prior to placement of fill, any slope constructed on existing sloping ground was adequately founded in the exposed formational material by construction of a keyway in accordance with our recommendations (Group Delta, 2014). 6.2. Compaction: In the areas we tested and observed, it is our professional opinion that general fill, and trench and MSE wall backfill materials were placed in substantial accordance with the minimum compaction criterion of 90 or 95 percent of the maximum dry density based on ASTM D1557. 6.3. MSE Walls: Our observations indicate that the MSE walls were constructed in general accordance with the intent of our geotechnical recommendations, and with the geotechnical requirements shown on the approved plans. Laboratory testing of the MSE wall backfill indicates that it met the specified geotechnical criteria. Temporary back cuts for MSE Walls A were observed and clay beds were mapped. Adequate drainage was installed to address the clay beds, per the referenced report (Group Delta, 2014). Comprehensive wall drains were also installed per referenced construction drawings. 6.4. Settlement Monitoring: The monitoring of settlement of existing fill revealed between 1½ and 2 inches of settlement over a 50-day period, as shown in Figures D-3.1 and D-3.2. Based on the amount of settlement, and the shape of the settlement-time curves (slowing over time) in both settlement plates, we determined the potential for adverse settlement in the future reached a negligible level. The settlement monuments were then partially destroyed per plan by removing the upper 5-foot section, covering with an appropriate filter fabric, and then placing compacted fill to finish subgrade. 6.5. Biofiltration Basins: Six HPDE lined biofiltration basins (Basin 1-1 is constructed as two distinct basins) were constructed per plan to retain storm water during and after construction. Three of the basins included concrete maintenance driveways constructed per referenced recommendations (Group Delta, 2020b). As-Graded Geotechnical Report Group Delta Project No. SD412B Rough Grading – Drawing No. 507-2A September 28, 2021 Treviso (Poinsettia 61) Development – Lennar Homes Page 7 7.0 LIMITATIONS Our services were performed using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable soils engineers and geologists practicing in this or similar localities. No warranty, express or implied, is made as to the conclusions and professional advice included in this report. Note that the field density test locations and elevations are based on available field survey information provided by the grading contractor and should only be considered rough estimates. The estimated locations and elevations should not be used for preparing cross sections, or in any case, for the purpose of after-the-fact evaluating of the sequence of fill placement. We appreciate this opportunity to be of professional service. Feel free to contact the office with any questions or comments, or if you need anything else. GROUP DELTA CONSULTANTS Taylor Latimer, P.E. 82035 James C. Sanders, C.E.G. 2258 Project Engineer Associate Engineering Geologist Attachments: Plate 1 – As-Graded Map Appendix A – References Appendix B – Geotechnical Laboratory Test Results Appendix C – Field Test Results and Observations Appendix D – Settlement Monitoring Results Distribution: Addressee, Mr. Alan Chik (Alan.Chik@Lennar.com) Mr. Rick Kuzyk (Rick.Kuzyk@Lennar.com) City of Carlsbad, Mr. Eric Martinez (Eric.Martinez@CarlsbadCA.gov) 3/31/22 SW-4 SW-3 SW-1 SW-2 SM-2 SM-1 219.6 221.4 209.8 217.6 217.7 218.5 218.9 222.3 220.3 221.5 223.6 225.7 227.3 228.3 230.5 232.1 236.1 217.0 244.8 244.3 228.0 245.0 230.1 228.6 245.0244.8 245.0 245.2 245.7 245.6 269.0 272.0 257.3 245.5 241.4 239.9 247.9 221.7 227.3 224.7 232.6 237.5 235.8 242.5 242.4 242.9 240.4 232.3 215.2 215.8 216.9 216.7 217.7 218.8 218.2 219.9 220.9 221.3 223.0 224.3 227.0 229.6 231.7232.8 234.8 240.8 241.0 240.7 235.2 240.5 229.9 236.3 231.4 240.3 244.8 246.6 233.6 239.7240.9236.4 248.5 251.1 239.4 244.4 241.7 231.9 231.8230.5 229.7225.7 236.5 229.6231.4230.7 237.4 226.9 221.7222.8 222.9222.4 223.7 225.4 222.9 219.7 221.4 219.3 218.0 217.5 219.9 219.3 219.7 217.2 218.8 215.9 217.5 222.3 223.5222.4 214.5 219.4 223.6 222.5 211.1 214.0 214.9 211.9 210.1 212.4 214.3 215.0 207.8 213.1 211.2 210.3 214.4 209.5209.9 203.2 203.3 213.3 213.7 211.2211.4 210.1 209.8 208.7 207.2206.5 212.4 212.8 214.5 206.2 199.7 200.7 202.2 204.3 205.9 206.3 218.1 218.3 223.3 222.3 220.7 219.5 221.3 220.9 219.7 217.6 221.7 219.5 219.4 223.2 224.1 219.7 222.0 223.0 223.5224.4 222.4 226.5 224.0 222.4219.4 217.2 218.0 216.2 214.2216.1 235.5 236.5 231.0 229.5232.7 232.5 237.9 238.0 237.4234.7 239.8241.1 229.7 227.0 225.2 221.7 221.9 222.8 221.1 218.4 216.4 213.6 214.2 212.5 215.6 212.0 212.6212.0 212.8 213.0 210.0 211.7 223.0 218.8 219.7 220.3216.4 216.2 217.8 219.5 225.6 228.6 226.1 231.6 237.8 230.5 250.9250.2 249.9 246.1 243.8246.2 248.7 243.4 246.1 248.8 247.5 241.8 247.8 245.0 240.0237.8240.7 240.0 234.5 229.9 238.2235.4 234.2 234.7 235.9 233.0235.0 249.9 254.6252.0 242.7 254.5249.9247.0 239.1 241.2 237.7 235.4 235.1 227.3 231.8 231.8 234.5 240.2233.2 230.7 233.6 229.3 241.7235.2 244.1226.6 222.0 226.3 226.3 237.6 241.2 234.2224.3 233.8226.1 240.9 238.8 247.2 243.2245.8244.2241.7 241.6 241.7 241.2240.0238.6 241.7 246.5 248.9 241.6 241.5 245.8 241.2241.4 239.2 232.9 233.3 230.7 238.0 240.2 241.2 242.3 241.8242.3 241.5 216.4 203.0204.4 204.2 202.0 202.1 204.3 204.7 207.0 211.0 221.0 208.0 205.1206.0 204.0 208.0 202.0 208.0 199.0 219.0 245.3245.0 245.8 245.2 245.5 245.4 245.3 245.2 257.5 258.4 245.4 245.3 245.5 245.4 244.4 245.0 245.2 260.1 262.0 262.7 245.0 264.6 265.8 245.2 245.9 245.4 245.8 245.9 245.5 245.5 245.0 245.3 245.8 246.1 245.8 245.6 245.1 244.8 244.7 245.3 244.5 244.7 243.3 244.1 246.2 245.9 245.7 245.5 245.7 245.8 245.6 245.8 245.8 245.6 245.1 245.4 245.2 245.4 245.2 244.6245.7 245.5 245.1 245.2 244.4 245.4 240.5 243.9244.2 241.2 240.6 240.5 240.2 240.4 244.8 244.7 244.5 244.6 244.2 244.8 244.7 244.1 243.9 244.5 244.4 244.5 244.3 244.6 245.2 264.3 266.1 267.0 267.5 245.5 245.4 245.5 244.8 245.5245.3 245.1 245.1 245.1 245.1 245.2 245.0 245.4 244.6 244.6 244.3 244.8 244.8 244.7 243.9 244.3 244.7 244.5 244.5 245.2 245.6 245.3 245.7 236.8 237.0 236.4236.8 237 236.6 237.2237.0 236.5 238.0 236.8237.1239.4 240.0 238.5 237.3 238.5 238.2 234.2 237.2 237.8 237.5 237.0 237.3 238.8 238.1239.2 239.6 231.5 231.4 238.5 216.5 218.2 220.3 225.3 217.1218.2 217.3 240.5 240.8 240.8 240.6 240.3 240.7 240.8 240.9 240.7240.4 240.7 241.1 241.0 240.8 240.8 240.6 240.3240.0239.5 241.3 241.3 240.3 242.0 241.8 242.3 241.5 242.3 239.2 239.5 238.8 239.6 258.8 239.3 240.2 240.6 242.0 241.2 241.2 241.6 240.9 241.0 240.2 240.7 241.6 241.5 241.0 240.5 241.1 241.2 241.5 241.0 240.9 241.1 241.2 240.5 241.0 240.7 240.5 240.5 240.2 240.4 240.4 240.9 240.4 240.0 240.9 240.8 240.7 240.7 240.0 240.2 238.0 239.7 240.3 241.5 240.9 240 236.0 236.7 237.9 235.0 240.2 237.0 235.0 232.0 242.9 242.9 237.6 236.0 232.6 218.8 216.2 222.0 234.9 225.5 216.3 216.0 216.6 211.4 213.8 213.6 215.0214.7 213.5 209.0 226.0 231.6 232.8 227.2 232.6 223.7 228.4 228.5 222.0 217.2 218.8219.1 222.5 221.3 222.2 219.0 215.4 214.4 214.9213.6 210.4 211.8209.7 212.3 231.2 236.0 232.0 232.0 221.2 226.4 224.0 220.9 216.3 221.0 211.2 206.0 211.6 204.8 212.8 210.2 210.1 205.0 208.5 223.7 219.2 219.7221.8226.9 212.7 210.0 218.3 217.3 215.1 209.9 209.2 211.7 221.6 214.7 218.2 214.8 209.8207.9 211.4209.9213.7 209.5 210.0 207.8 205.7209.4 206.2 214.4 213.7 211.5 212.2 212.7 207.5 215.7 219.3 222.2 223.4 222.3 222.8 223.3 223.8 223.9 215.7 212.2 214.3 211.5 210.7 210.4 213.7 214.4 214.7 215.1 215.8 216.5 218.1 239.0 238.5236.3 233.7 233.0 233.5 232.3 230.8 229.3 222.1 232.3228.0 229.8 231.6 229.0 219.7 215.0 207.2 208.0 208.5 201.0 205.3 200.1 201.4 196.1 194.1 194.0 194.4 191.2 192.9 197.7 199.0 197.1 205.8 212.5 204.3 205.6208.7 210.6 212.3 226.4 209.8 213.5 212.7 210.8 211.5 210.9 207.5 209.0 208.9 208.4 196.7 194.5 194.9 195.9 203.3 204.1 195.1 196.6 197.3 197.8 210.4 211.7 207.0201.4203.4 205.1 209.2214.5 210.0 210.9 212.8 213.5203.8 212.0 213.5 214.6 213.0 208.5 210.0 208.2 209.3 214.8 211.5 211.5 215.2 235.0 236.5 237.2 237.5 236.4 235.7 236.7 235.4 236.4 235.5 236.1 236.2236.1 236.4 236.7 236.5235.8 236.2 236.3 236.6236.7 236.1 236.2 236.2 236.7 236.4 236.2237.1 236.8 222.3 222.1 229.8 223.5222.8 225.4 223.8 231.1 230.1 237.3 235.2234.7 236.4 237.3 237.0237.2 236.0 237.4 234.6237.9 240.2 237.2233.7 237.6233.7232.8 236.5 237.2 237.8237.0 237.5 237.3 237.2 237.2 236.3 237.1 236.8 237.0 236.8 236.6 236.9 236.7 236.1 236.5 236.0 236.2 236.5 235.0 235.4 236.0 235.5 235.0 234.6 235.0 234.8 235.5 235.4 235.2 235.1235.2 235.0 234.0 234.9 231.0 239.5 235.2 233.5 235.2 232.7 227.0 230.0 229.1 229.5 229.3 229.1 227.0 220.0 227.0 225.5 228.6237.0 229.5 222.0 212.0 205.0 211.0 217.0 209.0 220.0 229.6 231.6 236.0233.9 232.6232.3233.0233.7234.5 234.7 234.1 233.8 230.1 227.0 231.5 230.0234.9235.5239.7235.2 239.9 240.1 239.5 234.1234.6 227.0 239.4 240.4 240.1 240.0239.5 240.0 240.3 239.7 239.1 240.1 239.5 239.5 238.0 238.7239.6 239.8 240.6239.5 239.0239.8 237.2 238.1 232.5 230.7 231.1 236.7 237.5 237.1 237.0 237.1 237.5 236.5237.0 236.8 237.2 236.2 237.9 236.5 234.0 234.8 234.2 237.8 236.2 230.6 231.0 218.0 216.0 212.0 210.0 199.0 197.0 198.0204.0 198.0 197.0199.0 193.0 191.0 195.0 199.0 208.0 217.0 228.0 232.0 223.0 233.0 212.0 219.0 227.0 207.0 204.0 213.0 207.4 211.6 210.7 213.3 215.5 216.7 216.7 213.4 213.3 211.3 210.3 210.4 208.5 207.0 205.2 205.3 202.1 203.9 205.9204.2 206.1 209.3 206.3 205.3 204.1 199.5 199.7 196.4 202.8199.0 200.0193.9 193.3 192.9 189.8190.5 192.4 191.2 186.5 187.3 186.8 186.3 193.0192.2 189.0 188.6 194.6 192.9197.8 198.4 198.6195.9 192.9 194.5 194.5 195.4 194.1 194.2 194.4 197.1 199.4195.4 199.1 202.5 204.9 203.6 203.6 194.9 198.4 197.6 200.9 206.8201.2 200.3 201.1 205.2 204.7 206.8 208.9 211.1 218.5 219.5 215.9 218.6211.4 210.2 217.3 221.5 220.1 229.3 231.5227.5 222.5 218.5 223.7 218.0219.5 236.3 231.4 228.6 222.9 236.4 235.5 214.2 216.7 214.2 213.7 217.2 216.7 228.6 220.6 214.2 220.7 218.2 226.6 223.7 223.1 218.9 225.0 225.8 237.9 229.5 230.5 231.4 232.8 232.5 233.4 232.2 235.0 236.6 235.1 234.4 235.6 236.7 236.7 231.0 230.0 227.5 230.7 227.8 232.0 227.7 230.6 228.8 226.8 226.0 227.5 225.9 225.0 227.9224.5 224.8 223.4 224.4 225.2 228.4 237.4 238.8 236.7 235.5 233.3 231.4 230.6 231.5 227.5 220.9224.0 221.7220.3 232.4 233.3 227.1222.8220.2221.1 216.1 217.3 227.4224.6 219.8 217.7 216.3220.4 215.8 216.5 218.2 225.8 222.8 222.7 225.9 225.4 223.6221.8220.9 227.6224.6 224.1 222.7224.4220.3 224.4 225.6 219.7 219.8 223.6 225.7 222.5 224.9218.8 218.2222.6 Fill Fill Fill Fill Fill TSA QYA QYA Fill Fill TSA TSA TSA TSA TSA Fill Fill TSA TSA TSA TSA TSA QYA QYA Subdrain OutletRip Rap constructedper plan. Headwall and Rip Rapconstructed per plan. Headwall and Rip Rapconstructed per plan. Headwall and Rip Rapconstructed per plan. Fill Subdrain OutletRip Rap constructedper plan. Fill Fill Fill Fill Fill Fill Fill Fill Cut Cut CutCut Cut Cut Cut Cut Cut QYAQYA QYA TSA Fill Fill FillFillFillFill Fill FillFillFillFillFill Fill FillFill FillFill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Cut Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill Fill FillFill 190.0 190.0 188.0 188.0 186.0 185.0 188.0 186.0 189.0188.0 189.0187.0184.0 180.0 FIGURE NUMBER PROJECT NUMBER PROJECT NAME DOCUMENT NUMBER ENGINEERS AND GEOLOGISTS GROUP DELTA CONSULTANTS, INC. 9245 ACTIVITY ROAD, SUITE 103 SAN DIEGO, CA 92126 (858) 536-1000 Lennar - Poinsettia 61 As Graded Map 1 SD18-0113 SD412BExplanation 200.0 Approximate elevation of excavation bottom Approximate location of subdrain (perforated PVC pipe), barbs in direction of flow Approximate location of outlet (solid PVC pipe), barbs in direction of flow Approximate location of geologic contact, dotted where buried Compacted Fill, circled where buried Santiago Formation, circled where buried Young Alluvium, circled where buried Fill QYA TSA SM-2 Approximate location of settlement monument Approximate Limits of GradingApproximate limits of fill keyway Approximate location of daylight with cut and/or fill indicatedcutfill APPENDIX A REFERENCES American Society for Testing and Materials (2018). Annual Book of ASTM Standards, Section 4, Construction, Volume 04.08 Soil and Rock (I); Volume 04.09 Soil and Rock (II); Geosynthetics, ASTM, West Conshohocken, PA, Compact Disk. Geocon Incorporated (2006). Soil and Geologic Reconnaissance, The Bridges at Poinsettia, Carlsbad, California, Project No. 07381-32-02, June 22. Geotek, Inc. (2004). Geotechnical Evaluation for Proposed Residential Building, SRWB Property, South Side of Cassia Road, East of Poinsettia Lane, Carlsbad, California, Project No. 2555-SD3, April 13. Geotek, Inc. (2010). Geologic Update and Grading Plan Review, CT 14-10, Poinsettia Place, Poinsettia Lane and Cassia Road, Carlsbad, CA, Project No. 3368-SD3, December 2. Group Delta Consultants (2014). Report of Geotechnical Investigation, Poinsettia 61 Development, Carlsbad, CA, Document No. 14-0188, November 20. Group Delta Consultants (2015). Slope Stability Considerations, Poinsettia 61 Development, Carlsbad, California, Document No. 15-0029, March 6. Group Delta Consultants (2016). Remedial Grading Summary and Plan Review, Poinsettia Development (EIR 15-03), Carlsbad, California, Document No. 15-0102, September 21. Group Delta Consultants (2017a). Proposal for Geotechnical Services, Testing & Observation of Earthwork Construction, Poinsettia 61 Development, Carlsbad, California, Proposal No. SD17- 019, March 21. Group Delta Consultants (2017b). Supplemental MSE Retaining Wall Recommendations, Poinsettia 61 Development, Carlsbad, CA, Document No. 17-0081, July 12. Group Delta Consultants (2017c). Geotechnical Review of MSE Wall Plans, Poinsettia 61 Development, Carlsbad, CA, Document No. 17-0100, August 28. Group Delta Consultants (2017d). Supplemental Infiltration Information, Poinsettia 61 Development, Carlsbad, California, Document No. 17-0145, December 8. Group Delta Consultants (2018a). Foundation Report, Poinsettia Lane Bridges, Carlsbad, California, Document No. 17-0065R, third revision dated March 16. Group Delta Consultants (2018b). Response to Geotechnical Review Comments (Second Review), Poinsettia 61 Development, Carlsbad, CA, Document No. 18-0012R, April 3. Group Delta Consultants (2018c). Second Review of MSE Wall Plans, Poinsettia 61 Development, Carlsbad, CA, Document No. 18-0072, May 10. REFERENCES (cont.) Group Delta Consultants (2019a). Geotechnical Review of Post-Tension Foundation Plans, Model Homes (Lots 48, 49, 50), Treviso (Poinsettia 61), Carlsbad, California, Document No. 19-0003, January 11. Group Delta Consultants (2019b). Poinsettia Lane Pavement Section, R-Value Sampling Results, Carlsbad, California, Document No. 19-0040, April 1. Group Delta Consultants (2019c). Pavement Section Recommendations, Encelia Place and Artemisia Court West, Poinsettia 61, Carlsbad, California, Document No. 19-0041, April 9. Group Delta Consultants (2019d). Pavement Section Recommendations, Aisles H, I, J, K, L, M, Poinsettia 61, Carlsbad, California, Document No. 19-0054, April 29. Group Delta Consultants (2019e). Interim Compaction Report, Model Homes (Lots 48, 49, 50), Treviso (Poinsettia 61), Carlsbad, California, Document No. 19-0061, May 9. Group Delta Consultants (2019f). Interim Compaction Report, Aisle H (Lots 19 through 24), Treviso (Poinsettia 61), Carlsbad, California, Document No. 19-0083, June 11. Group Delta Consultants (2019g). Interim Compaction Report, Aisle I (Lots 25 through 30), Treviso (Poinsettia 61), Carlsbad, California, Document No. 19-0089, June 20. Group Delta Consultants (2019h). Pavement Section Recommendations, Phase II – Aisles E, F, G, and O, Poinsettia 61, Carlsbad, California, Document No. 19-0093, June 27. Group Delta Consultants (2019i). Interim Compaction Report, Aisles J, N (Lots 31 through 36, 54 through 59), Treviso (Poinsettia 61), Carlsbad, California, Document No. 19-0098, July 9. Group Delta Consultants (2019j). Geotechnical Report Update Letter, Poinsettia 61 Models, Landscape Plan Check, Comment #2, Treviso (Poinsettia 61), Carlsbad, California, Document No. 19-0100, July 16. Group Delta Consultants (2019k). Geotechnical Review of Landscape Plans, Model Homes (Lots 48, 49, 50), Treviso (Poinsettia 61), Carlsbad, California, Document No. 19-0100, July 16. Group Delta Consultants (2019l). Response to Comments, Poinsettia 61 Models Landscape Plan Check, Treviso (Poinsettia 61), Carlsbad, California, Document No. 19-0100, July 16. Group Delta Consultants (2019m). Geotechnical Review of Landscape Plans, Production Phase I, Treviso (Poinsettia 61), Carlsbad, California, Document No. 19-0139, September 9. Group Delta Consultants (2019n). Interim Compaction Report, Aisle K (Lots 37 through 42), Treviso (Poinsettia 61), Carlsbad, California, Document No. 19-0144, September 17. Group Delta Consultants (2019o). Interim Compaction Report, Aisles G, O (Lots 13 through 18, 60 through 62), Treviso (Poinsettia 61), Carlsbad, California, Document No. 19-0176, November 15. REFERENCES (cont.) Group Delta Consultants (2019p). Pavement Section Recommendations, Phase III Streets – Spartina Court and Artemisia Court East, Poinsettia 61, Carlsbad, California, Document No. 19-0177, November 21. Group Delta Consultants (2020a). Pavement Section Recommendations, Basin Maintenance Driveways, Poinsettia 61, Carlsbad, California, Document No. 20-0066, April 14. Group Delta Consultants (2020b). Interim Compaction Report, Aisle F (Lots 7 through 12), Treviso (Poinsettia 61), Carlsbad, California, Document No. 20-0072, April 12. Group Delta Consultants (2020c). Interim Compaction Report, Aisle E (Lots 01 through 06), Treviso (Poinsettia 61), Carlsbad, California, Document No. 20-0077, April 23. Group Delta Consultants (2020d). Pavement Section Recommendations, Phase III Aisles, Poinsettia 61, Carlsbad, California, Document No. 20-0109, May 15. Group Delta Consultants (2020e). Interim Compaction Report, Aisle P (Lots 114 through 119), Treviso (Poinsettia 61), Carlsbad, California, Document No. 20-0124, June 16. Group Delta Consultants (2020f). Interim Compaction Report, Aisle W (Lots 120 through 123), Treviso (Poinsettia 61), Carlsbad, California, Document No. 20-0156, July 24. Group Delta Consultants (2020g). Poinsettia Lane Pavement Section, R-Value Sampling Results, Station 185+00 through 188+91, Carlsbad, California, Document No. 20-0163, August 3. Group Delta Consultants (2020h). Poinsettia Lane Pavement Section, R-Value Sampling Results, Station 192+05 through 195+78, Carlsbad, California, Document No. 20-0167, August 3. Group Delta Consultants (2020i). Interim Compaction Report, Aisle Q (Lots 108 through 113), Treviso (Poinsettia 61), Carlsbad, California, Document No. 20-0172, August 19. Group Delta Consultants (2020j). Interim Compaction Report, Rec Area 1, Treviso (Poinsettia 61), Carlsbad, California, Document No. 20-0174, August 26. Group Delta Consultants (2020k). Interim Compaction Report, Aisle U (Lots 79 through 84), Treviso (Poinsettia 61), Carlsbad, California, Document No. 20-0208, October 8. Group Delta Consultants (2020l). Interim Compaction Report, Aisle R (Lots 102 through 107), Treviso (Poinsettia 61), Carlsbad, California, Document No. 20-0235, November 23. Group Delta Consultants (2020m). Interim Compaction Report, Aisle S (Lots 97 through 101), Treviso (Poinsettia 61), Carlsbad, California, Document No. 20-0252, December 15. Group Delta Consultants (2021a). Interim Compaction Report, Agave Circle West (Lots 85 through 89), Treviso (Poinsettia 61), Carlsbad, California, Document No. 21-0013, February 3. REFERENCES (cont.) Group Delta Consultants (2021b). Interim Compaction Report, Agave Circle East (Lots 90 through 96), Treviso (Poinsettia 61), Carlsbad, California, Document No. 21-0028, February 23. Group Delta Consultants (2021c). Interim Compaction Report, Spartina Court and Aisle V (Lots 71 through 78), Treviso (Poinsettia 61), Carlsbad, California, Document No. 21-0043, March 5. Group Delta Consultants (2021d). Interim Compaction Report, Aisle X and Y (Lots 63 through 70), Treviso (Poinsettia 61), Carlsbad, California, Document No. 21-0075, May 6. Group Delta Consultants (2021e). Interim Compaction Report, Aisle L and M (Lots 43 through 47, 51, 52, 53), Treviso (Poinsettia 61), Carlsbad, California, Document No. 21-0113, August 20. Gouvis Engineering (2018). Post-Tension Foundation Plans and Details for Treviso, Sheets SN-1 to SD-3 (16 Sheets), dated August 24. Hetherington Engineering (2018a). Third-Party Geotechnical Review (First Review), Poinsettia 61 Development, Carlsbad, California, GR2017-0052, 4 Pages, January 2. Hetherington Engineering (2018b). Third-Party Geotechnical Review (Second Review), Poinsettia 61 Development, Carlsbad, California, GR2017-0052, 3 Pages, March 5. Martinez, Eric (2020). Email to Taylor Latimer, RE: Pointsetta 61 Testing, January 28. “Yes, the asphalt (AC-14, AC-15, AC-16) has been accepted…” Moffatt and Nichol (2018). Poinsettia Lane Bridges, Sheets 40 through 61, August. O’Day Consultants (2018a). Rough Grading Plan for: Poinsettia 61, Sheet 1 through 43. Project No. C.T. 14-10, Drawing No. 507-2A, revised January 12. O’Day Consultants (2018b). Poinsettia Lane Improvement Plan for: Poinsettia 61 – Poinsettia Lane, Sheet 1 through 68. Project No. C.T. 14-10, Drawing No. 507-2, revised August 29. O’Day Consultants (2018c). Precise Grading Plan for: Poinsettia 61, Phase 1, Sheet 1 through 10. Project No. C.T. 14-10, Drawing No. 507-2C, revised October 15. O’Day Consultants (2018d). On-Site Improvement Plan for: Poinsettia 61, Sheet 1 through 8. Project No. C.T. 14-10, Drawing No. 507-2B, revised November 26. O’Day Consultants (2019a). Precise Grading Plan for: Poinsettia 61, Phase 2, Sheet 1 through 7. Project No. C.T. 14-10, Drawing No. 507-2D, revised March 5. O’Day Consultants (2019b). Precise Grading Plan for: Poinsettia 61, Phase 3, Sheet 1 through 16. Project No. C.T. 14-10, Drawing No. 507-2E, revised October 11. Soil Retention Designs Inc. (2018). Verdura Retaining Wall Plans for Poinsettia 61, Sheets 23 through 44, May 10. APPENDIX B GEOTECHNICAL LABORATORY TEST RESULTS LABORATORY TEST PROCEDURES Geotechnical laboratory testing of on-site soils, aggregate base, and asphalt concrete were performed to ensure the materials met geotechnical requirements and to provide information to aid in field testing. In addition, laboratory testing of the soils placed within the foundation influence zone of the structures were tested for Expansion Index (EI) and Soluble Sulfate content to confirm foundation design assumptions. The foundation soil test results are tabulated in Table B-1, followed by a comprehensive summary of all laboratory testing in Figures B-1 through B-7. Below are brief descriptions of the laboratory tests performed, along with the location of the results: Classification: Soils were classified visually according to the Unified Soil Classification System as established by the American Society of Civil Engineers in general accordance with the procedures outlined in ASTM test method D2488. Maximum Density/Optimum Moisture: The maximum density and optimum moisture of selected fill soil samples were determined by using test method ASTM test method D1557. For samples with more than 10 percent plus ¾-inch material, the maximum densities and optimum moisture contents were corrected using ASTM D4718 as a guideline. The test results are summarized in Figure B-1. Expansion Index: The expansion potentials of selected samples of finish grade soils within the building pad areas were estimated in general accordance with the laboratory procedures outlined in ASTM test method D4829. The test results are shown in Figures B-2.1 through B-2.4. The Expansion Index of finish subgrade soils of building pads are also listed in Table B-1, along with the expansion potential associated with the test result. Sulfate Content: To assess the potential for reactivity with concrete, selected soil samples were tested for water soluble sulfate. The sulfate was extracted from the soil under vacuum using a 10:1 (water to dry soil) dilution ratio. The extracted solution was tested for water soluble sulfate in general accordance with ASTM D516. The test results are presented in Table B-1, along with the exposure category for concrete mix design purposes. Particle Size Analysis: Particle size analyses were performed in general accordance with ASTM D422, and were used to supplement visual soil classifications. The test results for the MSE wall backfill material are summarized in Figures B-3.1 through B-3.4. Additional tests conducted to aid in developing post- tension slab design parameters are presented in Figures B-3.5 to B-3.8. Atterberg Limits: ASTM D4318 was also used to determine the liquid limit and plasticity index of selected soil samples. The Atterberg Limits were used to refine the soil classifications and aid in developing post-tension slab design parameters shown in Figures B-3.5 to B-3.8. Direct Shear: The shear strengths of remolded samples of the soil used in the reinforced zones of the MSE walls were assessed using direct shear testing performed in general accordance with ASTM D3080. The remolded shear test results are shown in Figures B-4.1 through B-4.7. LABORATORY TEST PROCEDURES (continued) R-Value: R-Value tests were performed on selected samples of the pavement subgrade soils in general accordance with CTM 301. The test results are shown in Figures B-5.1. Hveem Density: Hveem density tests were performed on selected asphalt pavement samples in general accordance with ASTM D2726. The test results are summarized in Figure B-5.2. Base Conformance Tests: Conformance testing was conducted on a selected sample of the recycled Class 2 aggregate base used at the site. Individual laboratory tests included Sieve Analysis (ASTM C136), Sand Equivalent (ASTM D2419), R-Value (ASTM D2844), and Durability (ASTM D3744). The test results are presented in Figures B-6.1 through B-6.56. Asphalt Conformance Tests: Laboratory conformance testing was also conducted on selected samples of the asphalt concrete used at the site. Individual laboratory tests included Extracted Gradation (ASTM C136), Specific Asphalt Content (ASTM D6307), Hveem Density (ASTM D2726), Maximum Theoretical Density (ASTM D2401), and Stabilometer (ASTM D1560). Air voids were calculated using ASTM D3203. These test results are shown in Figure B-7.26. Limitations Selected samples were tested using generally accepted standards. Laboratory testing was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locality. No warranty, express or implied, is made as to the correctness or serviceability of the test results or the conclusions derived from these tests. Where a specific laboratory test method has been referenced, such as ASTM, Caltrans, or AASHTO, the reference applies only to the specified test method and not to associated test methods or practices, and the test method has only been used as a guidance document for the performing the test, and not as a “Test Standard.” Table B-1.1 Project No. SD412B LABORATORY TEST RESULTS Document No. 18-0113 Lot No.Cut or Fill Lot Expansion Sample No. Sample Location Lots Represented Expansion Index (ASTM 4829) Expansion Potential Sulfate Sample No. Sulfate Content [%] (ASTM D516) Sulfate Exposure 1 Fill EI-09 Lot 3 1,2,3 18 Very Low Lot 1 0.03 Negligible 2 Fill EI-09 Lot 3 1,2,3 18 Very Low EI-09 0.23 Severe 3 Fill EI-09 Lot 3 1,2,3 18 Very Low EI-09 0.23 Severe4FillEI-10 Lot 5 4,5,6 5 Very Low EI-10 0.07 Negligible5FillEI-10 Lot 5 4,5,6 5 Very Low EI-10 0.07 Negligible6FillEI-10 Lot 5 4,5,6 5 Very Low EI-10 0.07 Negligible7FillEI-11 Lot 7 7,8,9 5 Very Low EI-11 0.07 Negligible8FillEI-11 Lot 7 7,8,9 5 Very Low EI-11 0.07 Negligible9FillEI-11 Lot 7 7,8,9 5 Very Low Lot 9 0.12 Moderate10FillEI-12 Lot 10 10,11,12 36 Low EI-12 0.05 Negligible11FillEI-12 Lot 10 10,11,12 36 Low EI-12 0.05 Negligible12FillEI-12 Lot 10 10,11,12 36 Low Lot 12 0.03 Negligible13FillEI-13 Lot 14 13,14,15 26 Low Lot 13 0.02 Negligible14FillEI-13 Lot 14 13,14,15 26 Low EI-13 0.1 Moderate15FillEI-13 Lot 14 13,14,15 26 Low EI-13 0.1 Moderate16FillEI-14 Lot 18 16,17,18 1 Very Low EI-14 0.04 Negligible17FillEI-14 Lot 18 16,17,18 1 Very Low Lot 17 0.11 Moderate18FillEI-14 Lot 18 16,17,18 1 Very Low EI-14 0.04 Negligible19FillEI-15 Lot 20 19,20,21 7 Very Low EI-15 0.36 Severe20FillEI-15 Lot 20 19,20,21 7 Very Low EI-15 0.36 Severe21FillEI-15 Lot 20 19,20,21 7 Very Low EI-15 0.36 Severe22FillEI-16 Lot 22 22,23,24 22 Low EI-16 0.06 Negligible23FillEI-16 Lot 22 22,23,24 22 Low EI-16 0.06 Negligible24FillEI-16 Lot 22 22,23,24 22 Low EI-16 0.06 Negligible25FillEI-17 Lot 26 25,26,27 25 Low EI-17 0.06 Negligible26FillEI-17 Lot 26 25,26,27 25 Low EI-17 0.06 Negligible27FillEI-17 Lot 26 25,26,27 25 Low EI-17 0.06 Negligible28FillEI-18 Lot 30 28,29,30 23 Low EI-18 0.09 Negligible29FillEI-18 Lot 30 28,29,30 23 Low EI-18 0.09 Negligible30FillEI-18 Lot 30 28,29,30 23 Low EI-18 0.09 Negligible31FillEI-19 Lot 32 31,32,33 0 Very Low EI-19 0.02 Negligible32FillEI-19 Lot 32 31,32,33 0 Very Low EI-19 0.02 Negligible33FillEI-19 Lot 32 31,32,33 0 Very Low EI-20 0.05 Negligible34FillEI-20 Lot 34 34,35,36 17 Very Low EI-20 0.05 Negligible35FillEI-20 Lot 34 34,35,36 17 Very Low EI-20 0.05 Negligible36FillEI-20 Lot 34 34,35,36 17 Very Low Lot 36 <0.01 Negligible37FillEI-30 Lot 38 37,38,39 24 Low EI-30 0.04 Negligible38FillEI-30 Lot 38 37,38,39 24 Low EI-30 0.04 Negligible39FillEI-30 Lot 38 37,38,39 24 Low EI-30 0.04 Negligible40FillEI-21 Lot 40 40,41,42 7 Very Low EI-21 <0.01 Negligible41FillEI-21 Lot 40 40,41,42 7 Very Low EI-21 <0.01 Negligible42FillEI-21 Lot 40 40,41,42 7 Very Low EI-21 <0.01 Negligible43FillEI-22 Lot 43 43,44 14 Very Low EI-22 0.01 Negligible44FillEI-22 Lot 43 43,44 14 Very Low EI-22 0.01 Negligible45FillEI-23 Lot 46 45,46,47 4 Very Low EI-23 <0.01 Negligible46FillEI-23 Lot 46 45,46,47 4 Very Low EI-23 <0.01 Negligible47FillEI-23 Lot 46 45,46,47 4 Very Low EI-23 <0.01 Negligible48FillEI-24 Lot 50 48,49,50 15 Very Low Lot 48 <0.01 Negligible49FillEI-24 Lot 50 48,49,50 15 Very Low EI-24 0.02 Negligible50FillEI-24 Lot 50 48,49,50 15 Very Low EI-24 0.02 Negligible51FillEI-25 Lot 52 51,52,53 15 Very Low EI-25 0.01 Negligible52FillEI-25 Lot 52 51,52,53 15 Very Low EI-25 0.01 Negligible53FillEI-25 Lot 52 51,52,53 15 Very Low EI-25 0.01 Negligible54FillEI-27 Lot 55 54,55,56 0 Very Low EI-27 0.2 Severe55FillEI-27 Lot 55 54,55,56 0 Very Low EI-27 0.2 Severe56FillEI-27 Lot 55 54,55,56 0 Very Low EI-27 0.2 Severe57FillEI-28 Lot 57 57,58,59 9 Very Low EI-28 0.04 Negligible58FillEI-28 Lot 57 57,58,59 9 Very Low EI-28 0.04 Negligible59FillEI-28 Lot 57 57,58,59 9 Very Low EI-28 0.04 Negligible60FillEI-29 Lot 60 60,61,62 23 Low EI-29 0.01 Negligible61FillEI-29 Lot 60 60,61,62 23 Low EI-29 0.01 Negligible62FillEI-29 Lot 60 60,61,62 23 Low EI-29 0.01 Negligible63FillEI-45R Lot 63,64,65 63,64,65 16 Very Low EI-45R 0.14 Moderate Table B-1.2 Project No. SD412B LABORATORY TEST RESULTS Document No. 18-0113 Lot No.Cut or Fill Lot Expansion Sample No. Sample Location Lots Represented Expansion Index (ASTM 4829) Expansion Potential Sulfate Sample No. Sulfate Content [%] (ASTM D516) Sulfate Exposure 64 Fill EI-45R Lot 63,64,65 63,64,65 16 Very Low EI-45R 0.14 Moderate65FillEI-45R Lot 63,64,65 63,64,65 16 Very Low EI-45R 0.14 Moderate66FillEI-44 Lot 68 66,67,68 24 Low Lot 66 0.02 Negligible67FillEI-44 Lot 68 66,67,68 24 Low EI-44 0.02 Negligible68FillEI-44 Lot 68 66,67,68 24 Low EI-44 0.02 Negligible69FillEI-60 Lot 69 69,70 33 Low EI-60 0.13 Moderate70FillEI-60 Lot 69 69,70 33 Low EI-60 0.13 Moderate71FillEI-59 Lot 72 71,72,73 14 Very Low EI-59 0.01 Negligible72FillEI-59 Lot 72 71,72,73 14 Very Low EI-59 0.01 Negligible73FillEI-59 Lot 72 71,72,73 14 Very Low EI-59 0.01 Negligible74FillEI-47 Lot 75 74,75 32 Low EI-47 0.12 Moderate75FillEI-47 Lot 75 74,75 32 Low EI-47 0.12 Moderate76FillEI-51 Lot 77 76,77,78 22 Low EI-51 0.19 Moderate77FillEI-51 Lot 77 76,77,78 22 Low EI-51 0.19 Moderate78FillEI-51 Lot 77 76,77,78 22 Low EI-51 0.19 Moderate79FillEI-52 Lot 81 79,80,81 27 Low EI-52 0.14 Moderate80FillEI-52 Lot 81 79,80,81 27 Low EI-52 0.14 Moderate81FillEI-52 Lot 81 79,80,81 27 Low EI-52 0.14 Moderate82FillEI-49 Lot 83 82,83,84 20 Very Low EI-49 0.06 Negligible83FillEI-49 Lot 83 82,83,84 20 Very Low EI-49 0.06 Negligible84FillEI-49 Lot 83 82,83,84 20 Very Low EI-49 0.06 Negligible85FillEI-48 Lot 87 85,86,87 12 Very Low EI-48 0.03 Negligible86FillEI-48 Lot 87 85,86,87 12 Very Low EI-48 0.03 Negligible87FillEI-48 Lot 87 85,86,87 12 Very Low EI-48 0.03 Negligible88FillEI-43 Lot 88 88,89 11 Very Low EI-43 0.24 Severe89FillEI-43 Lot 88 88,89 11 Very Low Lot 89 0.13 Moderate90FillEI-42 Lot 90 90,91,92 14 Very Low EI-42 0.04 Negligible91FillEI-42 Lot 90 90,91,92 14 Very Low EI-42 0.04 Negligible92FillEI-42 Lot 90 90,91,92 14 Very Low Lot 92 0.11 Moderate93FillEI-32 Lot 93 93,94,95 4 Very Low EI-32 0.02 Negligible94FillEI-32 Lot 93 93,94,95 4 Very Low EI-32 0.02 Negligible95FillEI-32 Lot 93 93,94,95 4 Very Low EI-32 0.02 Negligible96FillEI-33 Lot 96 96,97,98 6 Very Low EI-33 0.02 Negligible97FillEI-33 Lot 96 96,97,98 6 Very Low EI-33 0.02 Negligible98FillEI-33 Lot 96 96,97,98 6 Very Low Lot 98 0.17 Moderate99FillEI-34 Lot 100 99,100,101 14 Very Low EI-34 0.03 Negligible100FillEI-34 Lot 100 99,100,101 14 Very Low EI-34 0.03 Negligible101FillEI-34 Lot 100 99,100,101 14 Very Low EI-34 0.03 Negligible102FillEI-41 Lot 102 102,103,104 14 Very Low EI-41 0.07 Negligible103FillEI-41 Lot 102 102,103,104 14 Very Low EI-41 0.07 Negligible104FillEI-41 Lot 102 102,103,104 14 Very Low EI-41 0.07 Negligible105FillEI-40 Lot 105 105,106,107 27 Low EI-40 0.14 Moderate106FillEI-40 Lot 105 105,106,107 27 Low EI-40 0.14 Moderate107FillEI-40 Lot 105 105,106,107 27 Low Lot 107 0.14 Moderate108FillEI-46 Lot 109 108,109,110 24 Low EI-46 0.1 Moderate109FillEI-46 Lot 109 108,109,110 24 Low EI-46 0.1 Moderate110FillEI-46 Lot 109 108,109,110 24 Low EI-46 0.1 Moderate111FillEI-39 Lot 113 111,112,113 9 Very Low EI-39 <0.01 Negligible112FillEI-39 Lot 113 111,112,113 9 Very Low EI-39 <0.01 Negligible113FillEI-39 Lot 113 111,112,113 9 Very Low EI-39 <0.01 Negligible114FillEI-38R Lot 114, 115, 116 114,115,116 5 Very Low EI-38R 0.03 Negligible115FillEI-38R Lot 114, 115, 116 114,115,116 5 Very Low EI-38R 0.03 Negligible116FillEI-38R Lot 114, 115, 116 114,115,116 5 Very Low EI-38R 0.03 Negligible117FillEI-37 Lot 117 117,118,119 24 Low EI-37 <0.01 Negligible118FillEI-37 Lot 117 117,118,119 24 Low EI-37 <0.01 Negligible119FillEI-37 Lot 117 117,118,119 24 Low EI-37 <0.01 Negligible120FillEI-57 Lot 120 120, 121 28 Low EI-57 0.25 Severe121FillEI-57 Lot 120 120, 121 28 Low EI-57 0.25 Severe 122 Fill EI-50 Lot 123 122,123 12 Very Low EI-50 0.03 Negligible 123 Fill EI-50 Lot 123 122,123 12 Very Low EI-50 0.03 NegligibleRec Area 1 Fill EI-58 Rec Area 1 Rec Area 1 38 Low EI-58 0.14 Moderate Rec Area 2 Fill EI-26 Rec Area 2 Rec Area 2 15 Very Low EI-26 0.04 Negligible Rec Area 3 Fill N/A N/A N/A N/A Lot Left Low N/A #N/A #N/A Maximum Optimum Density Moisture [lb/ft3][%] 1 Dark Brown Silty Sand 120.0 11.5 2 Orange Silty Sand 122.9 11.5 3 Grey Silty Sand, Trace Clay 114.6 13.4 4 Light Brown Fill Mix 119.0 10.6 5 Yellow Brown Silty Sand 115.8 13.0 6 Yellow Brown Silty Sand 116.7 12.2 7 Yellow Brown Chunky Silty Sand 118.4 11.7 8 Lite Yellow Brown Silty Sand 115.0 13.5 9 Yellow Browm Silty Sand 119.5 10.4 10 Moderate Yellow Brown Silty Sand 114.0 14.0 11 Yellow Brown Silty Sand 115.4 14.0 12 Yellow Brown Silty Sand 115.3 13.3 13 Moderate Yellow Brown Chunky Silty Sand 113.1 15.0 14 Orange Brown Silty Sand Trace Clay 113.4 14.1 15 Light Yellow Brown Silty Sand 115.5 13.8 16 Moderate Yellow Brown Silty Sand 116.0 13.2 17 Imported Hanson Premium Sandy Fill 130.0 8.0 18 Imported Hanson Premium Sandy Fill 130.2 8.4 Project No. SD412B LABORATORY TEST RESULTS Document No. 18-0113 Figure B-1.1 MAXIMUM DENSITY & OPTIMUM MOISTURE (ASTM D1557) Soil DescriptionSample Number Maximum Optimum Density Moisture [lb/ft3][%] AB-1D Poinsettia Lane Trench Repair Class II RAB 119.9 10.4 AB-2 Poinsettia Lane Trench Repair Class II RAB 119.5 12.2 AB-3B Poinsettia Lane Sta. 180-185 stockpile Class II RAB 112.6 15.2 AB-3C Poinsettia Lane Sta. 180-185 stockpile Class II RAB 114.0 14.4 AB-5B E/B Poinsettia Sta. 182+50, Curb Class II RAB 119.3 13.5 AB-5C E/B Poinsettia Sta. 182+50, Curb Class II RAB 120.6 12.9 AB-7 Poinsettia Lane Class II RAB 118.0 14.2 AB-15B Encelia Class II RAB 116.9 12.9 AB-15C Encelia Class II RAB 118.4 12.3 AB-20C W/B Poinsettia Sta. 181+50 Class II RAB 118.8 11.4 AB-20D W/B Poinsettia Sta. 181+50 Class II RAB 120.3 10.8 AB-21B Aisle J Class II RAB 117.4 13.4 AB-21C Aisle J Class II RAB 118.9 12.7 AB-21D Aisle J Class II RAB 120.4 12.1 AB-39 Artemisia Court (east)Class II RAB 119.5 13.3 AB-43 Phase 3 Aisle Subgrade Class II RAB 117.2 13.6 AB-49 W/B Poinsettia Lane, Sta. 187+70 Class II RAB 119.6 11.6 AB-101 Plant Supplied Class II RAB 136.7 7.0 Project No. SD412B LABORATORY TEST RESULTS Document No. 18-0113 Figure B-1.2 Sample Number Sample DescriptionLocation of Sample MAXIMUM DENSITY & OPTIMUM MOISTURE (ASTM D1557) EI-1 Wall F Yellow-brown Silty Sand (SM)(Max 5)0 EI-2 Wall C-2 Yellow-brown Silty Sand (SM)(Max 8)0 EI-3 Wall B-2 Yellow-brown Silty Sand (SM)(Max 9)0 EI-4 Wall C-1 Yellow-brown Silty Sand (SM)(Max 11)18 EI-5 Wall E Yellow-brown Silty Sand (SM)(Max 12)0 EI-6 Wall B-1 Yellow-Brown Clayey Sand (SC)(Max 13)33 EI-7 General use Orange Silty Sand (SM)(Max 14)41 EI-8 General use 107 EI-9 Lot 3, Finish Subgrade Yellow-Brown Clayey Sand (SC)18 EI-10 Lot 5, Finish Subgrade Yellow-brown Silty Sand (SM)5 EI-11 Lot 7, Finish Subgrade Yellow-brown Silty Sand (SM)5 EI-12 Lot 10, Finish Subgrade Yellow-Brown Clayey Sand (SC)36 EI-13 Lot 14, Finish Subgrade Yellow-Brown Clayey Sand (SC)26 EI-14 Lot 18, Finish Subgrade Yellow-brown Silty Sand (SM)1 EI-15 Lot 20, Finish Subgrade Yellow-brown Silty Sand (SM)7 EI-16 Lot 22, Finish Subgrade Yellow-Brown Clayey Sand (SC)22 EI-17 Lot 26, Finish Subgrade Yellow-brown Silty Sand (SM)25 EI-18 Lot 30, Finish Subgrade Yellow-brown Silty Sand (SM)23 EI-19 Lot 32, Finish Subgrade Yellow-brown Silty Sand (SM)0 EI-20 Lot 34, Finish Subgrade Yellow-brown Silty Sand (SM)18 Expansion Index 0 to 20 21 to 50 51 to 90 91 to 130 Above 130 Project No. SD412B Document No. 18-0113 Figure B-2.1 Red-brown lean clay (worst case) EXPANSION INDEX (ASTM D4829) Sample Number Location of Fill Soil Description Expansion Index Medium High Very High LABORATORY TEST RESULTS Potential Expansion Very Low Low EI-21 Lot 40, Finish Subgrade Yellow-brown Silty Sand (SM)7 EI-22 Lot 43, Finish Subgrade Yellow-Brown Clayey Sand (SC)14 EI-23 Lot 46, Finish Subgrade Yellow-brown Silty Sand (SM)4 EI-24 Lot 50, Finish Subgrade Yellow-Brown Clayey Sand (SC)15 EI-25 Lot 52, Finish Subgrade Yellow-Brown Clayey Sand (SC)15 EI-26 Rec Area 2, Finish Subgrade Yellow-Brown Clayey Sand (SC)15 EI-27 Lot 55, Finish Subgrade Yellow-brown Silty Sand (SM)0 EI-28 Lot 57, Finish Subgrade Yellow-brown Silty Sand (SM)9 EI-29 Lot 60, Finish Subgrade Yellow-Brown Clayey Sand (SC)23 EI-30 Lot 38, Finish Subgrade Yellow-Brown Clayey Sand (SC)24 EI-31 Wall A-2, A-4 Yellow-brown Silty Sand (SM)(Max #15)5 EI-32 Lot 93, Finish Subgrade Yellow-brown Silty Sand (SM)4 EI-33 Lot 96, Finish Subgrade Yellow-brown Silty Sand (SM)6 EI-34 Lot 100, Finish Subgrade Yellow-brown Silty Sand (SM)14 EI-35 Wall A-1 Yellow-brown Clayey Sand (SC)(Max #16)24 EI-36 Retest Wall A-1 Yellow-brown Clayey Sand (SC)5 EI-37 Lot 117, Finish Subgrade Yellow-brown Clayey Sand (SC)24 EI-38 Lot 115, Finish Subgrade Yellow-brown Clayey Sand (SC)52 EI-38R Lot 114, 115, 116, Finish Subgrade Yellow-brown Silty Sand (SM)5 EI-39 Lot 113, Finish Subgrade Yellow-brown Silty Sand (SM)9 Expansion Index 0 to 20 21 to 50 51 to 90 91 to 130 Above 130 Project No. SD412B Document No. 18-0113 Figure B-2.2 Very High LABORATORY TEST RESULTS Potential Expansion Very Low Low Medium High EXPANSION INDEX (ASTM D4829) Sample Number Expansion IndexLocation of Fill Soil Description EI-40 Lot 105, Finish Subgrade 27 EI-41 Lot 102, Finish Subgrade 14 EI-42 Lot 90, Finish Subgrade 14 EI-43 Lot 88, Finish Subgrade 11 EI-44 Lot 68, Finish Subgrade 24 EI-45 Lot 65, Finish Subgrade 58 EI-45R Lot 63,64,65, Finish Subgrade 16 EI-46 Lot 109, Finish Subgrade 24 EI-47 Lot 75, Finish Subgrade 32 EI-48 Lot 87, Finish Subgrade 12 EI-49 Lot 83, Finish Subgrade 20 EI-50 Lot 123, Finish Subgrade 12 EI-51 Lot 77, Finish Subgrade 22 EI-52 Lot 81, Finish Subgrade 27 EI-53 Bridge Abutment Backfill 8 EI-54 Site Wall Backfill 5 EI-55 Site Wall Backfill 4 EI-56 Site Wall Backfill (NOT USED)57 EI-57 Lot 120, Finish Subgrade 28 EI-58 Rec Area 1 38 Expansion Index 0 to 20 21 to 50 51 to 90 91 to 130 Above 130 Project No. SD412B Document No. 18-0113 Figure B-2.3 Yellow-brown Clayey Sand (SC) EXPANSION INDEX (ASTM D4829) Sample Number Location of Fill Soil Description Expansion Index Yellow-brown Clayey Sand (SC) Yellow-brown Silty Sand (SM) Yellow-brown Clayey Sand (SC) Yellow-brown Clayey Sand (SC) Yellow-brown Silty Sand (SM) Yellow-brown Clayey Sand (SC) Yellow-brown Clayey Sand (SC) Yellow-brown Clayey Sand (SC) Yellow-brown Clayey Sand (SC) Yellow-brown Clayey Sand (SC) Yellow-brown Clayey Sand (SC) Yellow-brown Clayey Sand (SC) Yellow-brown Clayey Sand (SC) Yellow-brown Clayey Sand (SC) Yellow-brown Silty Sand (SM) Yellow-brown Silty Sand (SM) Medium High Very High LABORATORY TEST RESULTS Yellow-brown Clayey Sand (SC) Yellow-brown Clayey Sand (SC) Yellow-brown Clayey Sand (SC) Potential Expansion Very Low Low EI-59 Lot 72, Finish Subgrade 14 EI-60 Lot 69, Finish Subgrade 33 Expansion Index 0 to 20 21 to 50 51 to 90 91 to 130 Above 130 Project No. SD412B Document No. 18-0113 Figure B-2.4 Medium High Very High LABORATORY TEST RESULTS Potential Expansion Very Low Low EXPANSION INDEX (ASTM D4829) Sample Number Location of Fill Soil Description Expansion Index Yellow-brown Clayey Sand (SC) Yellow-brown Clayey Sand (SC) COARSE FINE COARSE MEDIUM FINE SILT AND GRAVEL SAND CLAY SAMPLE UNIFIED SOIL CLASSIFICATION: SC ATTERBERG LIMITS SAMPLE NUMBER: Max #11 LIQUID LIMIT: -- SAMPLE DEPTH: Bulk DESCRIPTION:CLAYEY SAND PLASTIC LIMIT: -- PLASTICITY INDEX: -- Document No. 18-0113SOIL CLASSIFICATION Project No. SD412B FIGURE B-3.1 100 99 98 96 85 42 25 3'' 1½'' 3/4'' 3/8'' #4 #8 #16 #30 #50 #100 #200 25% Fines→←0% Gravel 75% Sand ↔0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Grain Size in Millimeters U.S. Standard Sieve Sizes Pe r c e n t F i n e r b y W e i g h t COARSE FINE COARSE MEDIUM FINE SILT AND GRAVEL SAND CLAY SAMPLE UNIFIED SOIL CLASSIFICATION: SM ATTERBERG LIMITS SAMPLE NUMBER: Max #12 LIQUID LIMIT: -- SAMPLE DEPTH: Bulk DESCRIPTION:SILTY SAND PLASTIC LIMIT: -- PLASTICITY INDEX: -- Document No. 18-0113SOIL CLASSIFICATION Project No. SD412B FIGURE B-3.2 100 99 98 96 85 39 14 3'' 1½'' 3/4'' 3/8'' #4 #8 #16 #30 #50 #100 #200 14% Fines→←0% Gravel 86% Sand ↔0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Grain Size in Millimeters U.S. Standard Sieve Sizes Pe r c e n t F i n e r b y W e i g h t COARSE FINE COARSE MEDIUM FINE SILT AND GRAVEL SAND CLAY SAMPLE UNIFIED SOIL CLASSIFICATION: SM ATTERBERG LIMITS SAMPLE NUMBER: Max #15 LIQUID LIMIT: -- SAMPLE DEPTH: Bulk DESCRIPTION:SILTY SAND PLASTIC LIMIT: -- PLASTICITY INDEX: -- Document No. 18-0113SOIL CLASSIFICATION Project No. SD412B FIGURE B-3.3 100 99 97 83 37 18 3'' 1½'' 3/4'' 3/8'' #4 #8 #16 #30 #50 #100 #200 18% Fines→←0% Gravel 82% Sand ↔0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Grain Size in Millimeters U.S. Standard Sieve Sizes Pe r c e n t F i n e r b y W e i g h t COARSE FINE COARSE MEDIUM FINE SILT AND GRAVEL SAND CLAY SAMPLE UNIFIED SOIL CLASSIFICATION: SC ATTERBERG LIMITS SAMPLE NUMBER: Max #16 LIQUID LIMIT: -- SAMPLE DEPTH: Bulk DESCRIPTION:CLAYEY SAND PLASTIC LIMIT: -- PLASTICITY INDEX: -- Document No. 18-0113SOIL CLASSIFICATION Project No. SD412B FIGURE B-3.4 100 99 94 75 42 23 3'' 1½'' 3/4'' 3/8'' #4 #8 #16 #30 #50 #100 #200 23% Fines→←0% Gravel 77% Sand ↔0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Grain Size in Millimeters U.S. Standard Sieve Sizes Pe r c e n t F i n e r b y W e i g h t COARSE FINE COARSE MEDIUM FINE SILT AND GRAVEL SAND CLAY SAMPLE UNIFIED SOIL CLASSIFICATION: SC ATTERBERG LIMITS SAMPLE NUMBER: EI #6 LIQUID LIMIT: 35 EXPANSION INDEX: 33 DESCRIPTION:CLAYEY SAND PLASTIC LIMIT: 20 PLASTICITY INDEX: 15 Document No. 18-0113SOIL CLASSIFICATION Project No. SD412B FIGURE B-3.5 100 99 98 94 67 42 34 30 27 24 21 17 11 3'' 1½'' 3/4'' 3/8'' #4 #10 #16 #30 #50 #100 #200 42% Fines→←0% Gravel 58% Sand ↔ 15 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Grain Size in Millimeters U.S. Standard Sieve Sizes Pe r c e n t F i n e r b y W e i g h t COARSE FINE COARSE MEDIUM FINE SILT AND GRAVEL SAND CLAY SAMPLE UNIFIED SOIL CLASSIFICATION: SC ATTERBERG LIMITS SAMPLE NUMBER: EI #7 LIQUID LIMIT: 37 EXPANSION INDEX: 41 DESCRIPTION:CLAYEY SAND PLASTIC LIMIT: 23 PLASTICITY INDEX: 14 Document No. 18-0113SOIL CLASSIFICATION Project No. SD412B FIGURE B-3.6 100 99 98 94 80 48 36 32 27 25 23 19 14 3'' 1½'' 3/4'' 3/8'' #4 #10 #16 #30 #50 #100 #200 48% Fines→←0% Gravel 52% Sand ↔ 18 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Grain Size in Millimeters U.S. Standard Sieve Sizes Pe r c e n t F i n e r b y W e i g h t COARSE FINE COARSE MEDIUM FINE SILT AND GRAVEL SAND CLAY SAMPLE UNIFIED SOIL CLASSIFICATION: SC ATTERBERG LIMITS SAMPLE NUMBER: EI #17 LIQUID LIMIT: 30 EXPANSION INDEX: 25 DESCRIPTION:CLAYEY SAND PLASTIC LIMIT: 18 PLASTICITY INDEX: 12 Document No. 18-0113SOIL CLASSIFICATION Project No. SD412B FIGURE B-3.7 100 99 92 58 30 24 21 19 17 15 12 8 3'' 1½'' 3/4'' 3/8'' #4 #10 #16 #30 #50 #100 #200 30% Fines→←0% Gravel 70% Sand ↔ 11 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Grain Size in Millimeters U.S. Standard Sieve Sizes Pe r c e n t F i n e r b y W e i g h t COARSE FINE COARSE MEDIUM FINE SILT AND GRAVEL SAND CLAY SAMPLE UNIFIED SOIL CLASSIFICATION: SC ATTERBERG LIMITS SAMPLE NUMBER: EI #30 LIQUID LIMIT: 34 EXPANSION INDEX: 24 DESCRIPTION:CLAYEY SAND PLASTIC LIMIT: 19 PLASTICITY INDEX: 15 Document No. 18-0113SOIL CLASSIFICATION Project No. SD412B FIGURE B-3.8 100 97 90 56 33 27 24 22 20 18 15 10 3'' 1½'' 3/4'' 3/8'' #4 #10 #16 #30 #50 #100 #200 33% Fines→←0% Gravel 67% Sand ↔ 13 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Grain Size in Millimeters U.S. Standard Sieve Sizes Pe r c e n t F i n e r b y W e i g h t SAMPLE:Max #5 PEAK ULTIMATE Description: Yellow brown silty sand (SM)'38 o 38 o C'150 PSF 50 PSF IN-SITU AS-TESTED STRAIN RATE:0.0020 IN/MIN d 104.4 PCF 104.4 PCF (Sample was consolidated and drained)wc 12.7 %21.2 % Document No. 18-0113 DIRECT SHEAR TEST RESULTS Project No. SD412B FIGURE B-4.1 (Remolded to 90% Maximum @ Optimum) 0 1000 2000 3000 4000 0.0 2.0 4.0 6.0 8.0 10.0 SH E A R S T R E S S [ P S F ] STRAIN [%] 0 1000 2000 3000 4000 0 1000 2000 3000 4000 SH E A R S T R E S S [ P S F ] NORMAL STRESS [PSF] Peak Strength Test Results 38 Degrees, 150 PSF Cohesion Ultimate Strength Test Results 38 Degrees, 50 PSF Cohesion SAMPLE:Max #8 PEAK ULTIMATE Description: Yellow brown silty sand (SM)'34 o 34 o C'400 PSF 300 PSF IN-SITU AS-TESTED STRAIN RATE:0.0030 IN/MIN d 103.3 PCF 103.3 PCF (Sample was consolidated and drained)wc 13.6 %23.1 % Document No. 18-0113 DIRECT SHEAR TEST RESULTS Project No. SD412B FIGURE B-4.2 (Remolded to 90% Maximum @ Optimum) 0 1000 2000 3000 4000 0.0 2.0 4.0 6.0 8.0 10.0 SH E A R S T R E S S [ P S F ] STRAIN [%] 0 1000 2000 3000 4000 0 1000 2000 3000 4000 SH E A R S T R E S S [ P S F ] NORMAL STRESS [PSF] Peak Strength Test Results 34 Degrees, 400 PSF Cohesion Ultimate Strength Test Results 34 Degrees, 300 PSF Cohesion SAMPLE:Max #9 PEAK ULTIMATE Description: Yellow brown silty sand (SM).'36 o 33 o C'250 PSF 200 PSF IN-SITU AS-TESTED STRAIN RATE:0.0030 IN/MIN d 107.9 PCF 107.9 PCF (Sample was consolidated and drained)wc 10.1 %20.5 % Document No. 18-0113 DIRECT SHEAR TEST RESULTS Project No. SD412B FIGURE B-4.3 (Remolded to 90% Maximum @ Optimum) 0 1000 2000 3000 4000 0.0 2.0 4.0 6.0 8.0 10.0 SH E A R S T R E S S [ P S F ] STRAIN [%] 0 1000 2000 3000 4000 0 1000 2000 3000 4000 SH E A R S T R E S S [ P S F ] NORMAL STRESS [PSF] Peak Strength Test Results 36 Degrees, 250 PSF Cohesion Ultimate Strength Test Results 33 Degrees, 200 PSF Cohesion SAMPLE:Max #11 PEAK ULTIMATE Description: Brown clayey sand (SC).'35 o 35 o C'350 PSF 150 PSF IN-SITU AS-TESTED STRAIN RATE:0.0030 IN/MIN d 103.4 PCF 103.4 PCF (Sample was consolidated and drained)wc 14.5 %22.3 % Document No. 18-0113 DIRECT SHEAR TEST RESULTS Project No. SD412B FIGURE B-4.4 (Remolded to 90% Maximum @ Optimum) 0 1000 2000 3000 4000 0.0 2.0 4.0 6.0 8.0 10.0 SH E A R S T R E S S [ P S F ] STRAIN [%] 0 1000 2000 3000 4000 0 1000 2000 3000 4000 SH E A R S T R E S S [ P S F ] NORMAL STRESS [PSF] Peak Strength Test Results 35 Degrees, 350 PSF Cohesion Ultimate Strength Test Results 35 Degrees, 150 PSF Cohesion SAMPLE:Max #12 PEAK ULTIMATE Description: Yellow brown silty sand (SM).'33 o 33 o C'400 PSF 250 PSF IN-SITU AS-TESTED STRAIN RATE:0.0030 IN/MIN d 103.2 PCF 103.2 PCF (Sample was consolidated and drained)wc 13.9 %23.2 % Document No. 18-0113 DIRECT SHEAR TEST RESULTS Project No. SD412B FIGURE B-4.5 (Remolded to 90% Maximum @ Optimum) 0 1000 2000 3000 4000 0.0 2.0 4.0 6.0 8.0 10.0 SH E A R S T R E S S [ P S F ] STRAIN [%] 0 1000 2000 3000 4000 0 1000 2000 3000 4000 SH E A R S T R E S S [ P S F ] NORMAL STRESS [PSF] Peak Strength Test Results 33 Degrees, 400 PSF Cohesion Ultimate Strength Test Results 33 Degrees, 250 PSF Cohesion SAMPLE:Max #15 PEAK ULTIMATE Description: Yellow brown silty sand (SM).'35 o 35 o C'200 PSF 0 PSF IN-SITU AS-TESTED STRAIN RATE:0.0020 IN/MIN d 103.5 PCF 103.5 PCF (Sample was consolidated and drained)wc 14.3 %23.1 % Document No. 18-0113 DIRECT SHEAR TEST RESULTS Project No. SD412B FIGURE B-4.6 (Remolded to 90% Maximum @ Optimum) 0 1000 2000 3000 4000 0.0 2.0 4.0 6.0 8.0 10.0 SH E A R S T R E S S [ P S F ] STRAIN [%] 0 1000 2000 3000 4000 0 1000 2000 3000 4000 SH E A R S T R E S S [ P S F ] NORMAL STRESS [PSF] Peak Strength Test Results 35 Degrees, 200 PSF Cohesion Ultimate Strength Test Results 35 Degrees, 0 PSF Cohesion SAMPLE:Max #16 PEAK ULTIMATE Description: Yellow brown silty sand (SM).'36 o 36 o C'200 PSF 100 PSF IN-SITU AS-TESTED STRAIN RATE:0.0020 IN/MIN d 104.6 PCF 104.6 PCF (Sample was consolidated and drained)wc 12.9 %22.6 % Document No. 18-0113 DIRECT SHEAR TEST RESULTS Project No. SD412B FIGURE B-4.7 (Remolded to 90% Maximum @ Optimum) 0 1000 2000 3000 4000 0.0 2.0 4.0 6.0 8.0 10.0 SH E A R S T R E S S [ P S F ] STRAIN [%] 0 1000 2000 3000 4000 0 1000 2000 3000 4000 SH E A R S T R E S S [ P S F ] NORMAL STRESS [PSF] Peak Strength Test Results 36 Degrees, 200 PSF Cohesion Ultimate Strength Test Results 36 Degrees, 100 PSF Cohesion R-1 (GDC,2018a)Poinsettia Lane, Station 187+00 25 R-2 (GDC,2018a)Poinsettia Lane, Station 185+00 12 R-3 (GDC,2018a)Poinsettia Lane, Station 183+00 13 R-4 (GDC,2018a)Poinsettia Lane, Station 181+00 15 R-5 (GDC,2018a)Poinsettia Lane, Station 192+50 27 R-1 Poinsettia Lane, Station 192+50 27 R-2 Poinsettia Lane, Station 181+75 11 R-3 Poinsettia Lane, Station 183+75 10 R-4 Artemisia Court (west), Station 10+75 13 R-5 Encelia Place, Station 11+72 26 R-6 Encelia Place, Station 15+58 15 R-7 Aisle I 11 R-8 Aisle K 17 R-9 Aisle G 24 R-10 Spartina Court, Station 13+50 15 R-11 Artemisia Court (east), Station 13+50 11 R-12 E/B Poinsettia Lane, Station 193+00 18 R-13 W/B Poinsettia Lane, Station 195+00 48 R-14 E/B Poinsettia Lane, Station 188+25 21 R-15 W/B Poinsettia Lane, Station 188+10 10 Project No. SD412B Document No. 18-0113 Figure B-5.1 LABORATORY TEST RESULTS Yellow-Brown Silty Sand (SM) Yellow-Brown Clayey Sand (SC) Yellow-Brown Clayey Sand (SC) Yellow-Brown Clayey Sand (SC) Yellow-Brown Silty Sand (SM) Yellow-Brown Silty Sand (SM) Yellow-Brown Clayey Sand (SC) Yellow-Brown Clayey Sand (SC) Yellow-Brown Clayey Sand (SC) Yellow-Brown Clayey Sand (SC) Yellow-Brown Clayey Sand (SC) R-VALUE (CTM 301) Sample Number Location of Sample Sample Description R-Value Orange-Gray Silty Sand (SM) Yellow-Brown Lean Clay (CL) Dark Yellow-Brown Lean Clay (CL) Yellow-Gray Lean Clay (CL) Yellow-Brown Silty Sand (SM) Yellow-Brown Silty Sand (SM) Yellow-Brown Clayey Sand (SC) Yellow-Brown Clayey Sand (SC) Yellow-Brown Clayey Sand (SC) [PCF][PCF] AC-1 N/A Trench Patch 148 (Plant Supplied)N/A AC-2 N/A Trench Path 146.5 (Plant Supplied)N/A AC-3 W/B Poinsettia, 1st Base Course Class B 3/4" Base Course 147.5 153.3 AC-4 E/B Poinsettia, 1st Base Course Class B 3/4" Base Course 148.2 153.5 AC-5 W/B Poinsettia, 2nd Base Course Class B 3/4" Base Course 148.5 153.3 AC-6 E/B Poinsettia, 2nd Base Course Class B 3/4" Base Course 147.7 154.0 AC-7 Encelia Class B ¾" Base Course 146.8 153.7 AC-8 Encelia Class C2 ½" Capping Course 146.8 153.5 AC-9 Aisle "K" base course Class B ¾" Base Course 148.6 153.3 AC-10 Aisle "H" CAP Class C2 ½" Capping Course 145.4 153.3 AC-11 Aisle F Base Class B ¾" Base Course 143.7 153.4 AC-12 Aisle O Cap Class C2 ½" Capping Course 145.8 152.2 AC-13 W/B Poinsettia, Base Course Class B ¾" Base Course 143.5 154.9 AC-14 E/B Poinsettia, Base Course Class B ¾" Base Course 147.0 152.7 AC-15 Aisle E Class B ¾" Base Course 144.3 154.8 AC-16 Aisle E Class C2 ½" Capping Course 144.6 153.5 AC-17 Artemecia Ct Class B ¾" Base Course 145.6 153.3 AC-18 Artemecia Ct Class C2 ½" Capping Course 146.9 152.7 AC-19 Aisle K Asphalt Patch Class C2 ½" Capping Course 146.0 (Plant Supplied)N/A AC-20 Aisle P,V,W Class C2 ½" full depth 150.7 157.3 AC-21 Aisle R Class C2 ½" full depth 150.3 157.5 AC-22 Aisle X, Y, U and Agave Cir. Class C2 full depth 148.6 157.2 AC-23 Poinsettia, Base Course Class B 3/4" base course 152.0 156.3 AC-24 Poinsettia, Base Course Class B 3/4" base course 148.6 157.3 AC-25 Poinsettia, Base Course Class B 3/4" base course 148.5 156.1 AC-26 Poinsettia Lane Capping Course Class C2 ½" Capping Course 148.1 154.2 AC-27 Poinsettia Lane Capping Course Class C2 ½" Capping Course 149.5 154.4 AC-28 Poinsettia Lane Capping Course Class C2 ½" Capping Course 148.7 153.9 AC-29 Poinsettia Lane Capping Course Class C2 ½" Capping Course 148.8 155.8 Project No. SD412B Document No. 18-0113 Figure B-5.2 Sample Description HVEEM Density LABORATORY TEST RESULTS HVEEM DENSITY (ASTM D2726) Sample Number Location of Sample Rice Density GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"94 90 - 100 3/8"76 No. 4 57 35 - 60 No. 8 42 No. 16 30 80 No. 30 20 10 - 30 No. 50 13 No. 100 7 No. 200 4.1 2 - 9 113.3 PCF 14.8% CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)80 78 MIN SAND EQUIVALENT (CTM 217)66 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.1 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 4/9/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: AB-3 (Pre-Delivery) Stockpile at Poinsettia Lane 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"95 90 - 100 3/8"75 No. 4 56 35 - 60 No. 8 39 No. 16 28 80 No. 30 20 10 - 30 No. 50 13 No. 100 8 No. 200 5.5 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)59 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.2 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 4/12/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: W/B Poinsettia Ln Sta. 182+70, Curb Base Grade AB-4 (Ton 379) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"94 90 - 100 3/8"69 No. 4 49 35 - 60 No. 8 36 No. 16 26 80 No. 30 19 10 - 30 No. 50 13 No. 100 8 No. 200 5.7 2 - 9 119.4 PCF 13.5% CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)51 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.3 E/B Poinsettia Ln Sta. 182+50, Curb Base Grade CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 4/12/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: AB-5 (Ton 834) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"96 90 - 100 3/8"78 No. 4 58 35 - 60 No. 8 41 No. 16 29 80 No. 30 21 10 - 30 No. 50 13 No. 100 9 No. 200 5.8 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)79 78 MIN SAND EQUIVALENT (CTM 217)63 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.4 W/B Right Poinsettia Ln Sta. 183+00 AB-6 (Ton 204) CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 4/15/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"96 90 - 100 3/8"77 No. 4 58 35 - 60 No. 8 44 No. 16 32 80 No. 30 23 10 - 30 No. 50 16 No. 100 10 No. 200 7.5 2 - 9 118.0 PCF 14.2% CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)43 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.5 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 4/22/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Poinsettia Lane AB-7 (First 750 Tons) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"97 90 - 100 3/8"81 No. 4 63 35 - 60 No. 8 48 No. 16 35 80 No. 30 26 10 - 30 No. 50 18 No. 100 12 No. 200 8.1 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)55 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.6 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 4/22/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: E/B Poinsettia Ln Sta. 183+60 AB-8 (Ton 1168) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"83 90 - 100 3/8"52 No. 4 38 35 - 60 No. 8 29 No. 16 22 80 No. 30 16 10 - 30 No. 50 11 No. 100 7 No. 200 5.0 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)49 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.7 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 4/23/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: E/B Poinsettia Ln Sta. 181+20 AB-9 (Ton 500) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"97 90 - 100 3/8"79 No. 4 61 35 - 60 No. 8 47 No. 16 34 80 No. 30 24 10 - 30 No. 50 17 No. 100 11 No. 200 7.4 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)42 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.8 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 4/23/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: E/B Poinsettia Ln Sta. 184+75 AB-10 (Ton 868) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"89 90 - 100 3/8"61 No. 4 45 35 - 60 No. 8 35 No. 16 26 80 No. 30 20 10 - 30 No. 50 13 No. 100 8 No. 200 5.2 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)55 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.9 Artemisia Ct Sta. 10+90, Curb Base Grade AB-11 (Ton 300) CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 4/25/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"97 90 - 100 3/8"76 No. 4 54 35 - 60 No. 8 41 No. 16 30 80 No. 30 22 10 - 30 No. 50 15 No. 100 9 No. 200 6.0 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)53 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.10 Encilia Pl Sta. 11+15, Curb Base Grade AB-12 (Ton 402) CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 4/25/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"95 90 - 100 3/8"75 No. 4 54 35 - 60 No. 8 42 No. 16 31 80 No. 30 22 10 - 30 No. 50 15 No. 100 9 No. 200 5.1 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)56 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.11 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 4/26/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Encilia Pl Sta. 15+10, Left AB-13 (Ton 281) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"96 90 - 100 3/8"76 No. 4 56 35 - 60 No. 8 43 No. 16 33 80 No. 30 25 10 - 30 No. 50 17 No. 100 10 No. 200 6.8 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)50 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.12 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 4/26/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Encilia Pl Sta. 10+30 AB-14 (Ton 406) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"0 100 3/4"98 90 - 100 3/8"81 No. 4 61 35 - 60 No. 8 47 No. 16 35 80 No. 30 25 10 - 30 No. 50 16 No. 100 10 No. 200 6.7 2 - 9 116.8 PCF 12.9% CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)55 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.13 Encilia Pl Sta. 10+82 AB-15 (Ton 329) CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 5/2/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"0 100 3/4"94 90 - 100 3/8"66 No. 4 47 35 - 60 No. 8 36 No. 16 27 80 No. 30 20 10 - 30 No. 50 13 No. 100 8 No. 200 5.2 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)60 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.14 Encilia Pl Sta. 15+00 AB-16 (Ton 617) CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 5/2/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"0 100 3/4"92 90 - 100 3/8"70 No. 4 52 35 - 60 No. 8 40 No. 16 30 80 No. 30 21 10 - 30 No. 50 14 No. 100 9 No. 200 5.7 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)59 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.15 Artemisia Ct., Sta. 11+00 AB-17 (Ton 101) CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 5/3/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"0 100 3/4"93 90 - 100 3/8"68 No. 4 51 35 - 60 No. 8 40 No. 16 30 80 No. 30 22 10 - 30 No. 50 15 No. 100 10 No. 200 7.0 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)54 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.16 Artemisia Ct., Sta. 12+00 AB-18 (Ton 202) CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 5/3/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"92 90 - 100 3/8"68 No. 4 50 35 - 60 No. 8 39 No. 16 30 80 No. 30 22 10 - 30 No. 50 15 No. 100 10 No. 200 7.2 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)42 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.17 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 5/20/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Poinsettia Ln Curb, Sta. 180+75 AB-19 (Ton 307) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"88 90 - 100 3/8"62 No. 4 46 35 - 60 No. 8 35 No. 16 27 80 No. 30 19 10 - 30 No. 50 13 No. 100 8 No. 200 5.3 2 - 9 120.1 PCF 10.8% CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)46 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.18 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 5/21/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Poinsettia Ln W/B, Sta. 181+50 AB-20 (Ton 196) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"96 90 - 100 3/8"71 No. 4 52 35 - 60 No. 8 41 No. 16 31 80 No. 30 22 10 - 30 No. 50 14 No. 100 8 No. 200 4.8 2 - 9 118.6 PCF 12.8% CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)60 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.19 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 5/29/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Aisle J AB-21 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"94 90 - 100 3/8"75 No. 4 56 35 - 60 No. 8 43 No. 16 33 80 No. 30 24 10 - 30 No. 50 16 No. 100 10 No. 200 6.1 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)58 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.20 Aisle K AB-22 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 5/30/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"95 90 - 100 3/8"73 No. 4 54 35 - 60 No. 8 38 No. 16 28 80 No. 30 20 10 - 30 No. 50 13 No. 100 8 No. 200 5.2 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)56 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.21 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 6/3/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Aisle N AB-23 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"96 90 - 100 3/8"78 No. 4 59 35 - 60 No. 8 43 No. 16 31 80 No. 30 22 10 - 30 No. 50 15 No. 100 9 No. 200 5.9 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)55 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.22 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 6/4/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Aisle H AB-24 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"98 90 - 100 3/8"83 No. 4 63 35 - 60 No. 8 49 No. 16 36 80 No. 30 26 10 - 30 No. 50 17 No. 100 10 No. 200 6.3 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)60 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.23 Aisle J AB-25 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 6/10/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"92 90 - 100 3/8"67 No. 4 47 35 - 60 No. 8 36 No. 16 27 80 No. 30 19 10 - 30 No. 50 13 No. 100 8 No. 200 5.3 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)47 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.24CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 7/15/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Isle O AB-26 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"97 90 - 100 3/8"75 No. 4 54 35 - 60 No. 8 42 No. 16 31 80 No. 30 21 10 - 30 No. 50 13 No. 100 8 No. 200 4.4 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)56 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.25 Aisles G and F AB-27 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 7/15/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"95 90 - 100 3/8"73 No. 4 53 35 - 60 No. 8 40 No. 16 29 80 No. 30 20 10 - 30 No. 50 13 No. 100 7 No. 200 3.8 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)55 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.26CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 7/16/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Aisle E AB-28 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"96 90 - 100 3/8"80 No. 4 60 35 - 60 No. 8 46 No. 16 34 80 No. 30 24 10 - 30 No. 50 15 No. 100 10 No. 200 6.2 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)57 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.27CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 7/16/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Aisle G AB-29 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"90 90 - 100 3/8"66 No. 4 49 35 - 60 No. 8 36 No. 16 26 80 No. 30 19 10 - 30 No. 50 12 No. 100 8 No. 200 4.6 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)62 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.28 Aisle G AB-30 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 8/7/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"94 90 - 100 3/8"80 No. 4 61 35 - 60 No. 8 46 No. 16 33 80 No. 30 23 10 - 30 No. 50 14 No. 100 9 No. 200 5.0 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)62 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.29 Aisle E AB-31 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 8/7/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"93 90 - 100 3/8"66 No. 4 45 35 - 60 No. 8 33 No. 16 24 80 No. 30 17 10 - 30 No. 50 12 No. 100 7 No. 200 4.4 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)60 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.30 W/B Poinsettia Ln, Sta. 187+15 (1st Lift) AB-32 (Ton 202) CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 8/13/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"97 90 - 100 3/8"77 No. 4 55 35 - 60 No. 8 42 No. 16 31 80 No. 30 22 10 - 30 No. 50 15 No. 100 9 No. 200 5.2 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)61 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.31CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 8/13/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: E/B Poinsettia Ln, Sta. 186+12 (1st Lift) AB-33 (Ton 787) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"93 90 - 100 3/8"71 No. 4 52 35 - 60 No. 8 41 No. 16 31 80 No. 30 23 10 - 30 No. 50 16 No. 100 11 No. 200 7.0 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)46 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.32CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 8/14/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: W/B Poinsettia Ln, Sta. 185+51 (2nd Lift) AB-34 (Ton 157) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"95 90 - 100 3/8"77 No. 4 57 35 - 60 No. 8 45 No. 16 33 80 No. 30 24 10 - 30 No. 50 17 No. 100 11 No. 200 7.7 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)55 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.33CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 8/14/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: E/B Poinsettia Ln, Sta. 187+45 (2nd Lift) AB-35 (Ton 413) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"96 90 - 100 3/8"72 No. 4 52 35 - 60 No. 8 38 No. 16 27 80 No. 30 16 10 - 30 No. 50 9 No. 100 5 No. 200 3.9 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)66 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.34CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 8/26/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: W/B Poinsettia Ln. #2, Sta. 186+70 AB-36 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"94 90 - 100 3/8"69 No. 4 47 35 - 60 No. 8 36 No. 16 26 80 No. 30 18 10 - 30 No. 50 12 No. 100 7 No. 200 4.1 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)62 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.35CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 8/26/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: W/B Poinsettia Ln. #1, Sta. 186+40 AB-37 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"95 90 - 100 3/8"76 No. 4 59 35 - 60 No. 8 48 No. 16 37 80 No. 30 27 10 - 30 No. 50 17 No. 100 10 No. 200 5.4 2 - 9 120.8 PCF 11.7% CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)64 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113FIGURE B-6.36 Spartina Court AB-38 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 11/13/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"94 90 - 100 3/8"69 No. 4 49 35 - 60 No. 8 38 No. 16 29 80 No. 30 22 10 - 30 No. 50 15 No. 100 10 No. 200 7.1 2 - 9 119.5 PCF 13.3% CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)44 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113 FIGURE B-6.37CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 12/12/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Artemisia Court (east) AB-39 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #103/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"97 90 - 100 3/8"79 No. 4 59 35 - 60 No. 8 44 No. 16 31 80 No. 30 22 10 - 30 No. 50 13 No. 100 8 No. 200 5.3 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)62 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113 FIGURE B-6.38 Artemisia Court (east) AB-40 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 12/12/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #103/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"90 90 - 100 3/8"59 No. 4 40 35 - 60 No. 8 29 No. 16 21 80 No. 30 15 10 - 30 No. 50 10 No. 100 6 No. 200 3.6 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)58 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113FIGURE B-6.39 Phase 3 Streets AB-41 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 12/19/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"92 90 - 100 3/8"67 No. 4 48 35 - 60 No. 8 36 No. 16 26 80 No. 30 18 10 - 30 No. 50 11 No. 100 7 No. 200 3.8 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)68 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113FIGURE B-6.40CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 12/20/2019 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Spartina Court AB-42 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"93 90 - 100 3/8"77 No. 4 62 35 - 60 No. 8 51 No. 16 38 80 No. 30 28 10 - 30 No. 50 18 No. 100 12 No. 200 6.9 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)49 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113FIGURE B-6.41CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 6/4/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: AB-44 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"96 90 - 100 3/8"70 No. 4 51 35 - 60 No. 8 40 No. 16 30 80 No. 30 22 10 - 30 No. 50 14 No. 100 9 No. 200 5.5 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)59 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113 FIGURE B-6.42CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 6/18/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Phase 3 Aisles P,V,W AB-45 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #103/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"96 90 - 100 3/8"82 No. 4 66 35 - 60 No. 8 52 No. 16 38 80 No. 30 26 10 - 30 No. 50 17 No. 100 10 No. 200 6.0 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)58 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113 FIGURE B-6.43CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 7/28/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Aisle Q,R,U,X,Y AB-46 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes#4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"93 90 - 100 3/8"75 No. 4 57 35 - 60 No. 8 45 No. 16 33 80 No. 30 23 10 - 30 No. 50 15 No. 100 10 No. 200 5.9 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)46 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.44CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 7/30/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Aisle S (Ton 220) AB-47 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters U Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"96 90 - 100 3/8"79 No. 4 61 35 - 60 No. 8 48 No. 16 35 80 No. 30 24 10 - 30 No. 50 16 No. 100 10 No. 200 6.1 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)44 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.45CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 7/30/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Agave Cir. Sta. 3+70 (Ton 551) AB-48 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters U Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"93 90 - 100 3/8"67 No. 4 48 35 - 60 No. 8 36 No. 16 26 80 No. 30 19 10 - 30 No. 50 13 No. 100 8 No. 200 5.3 2 - 9 119.6 PCF 11.6% CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)56 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113 FIGURE B-6.46 W/B Poinsettia Lane, Sta. 187+70 (Ton 103) AB-49 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 8/10/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters U Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #103/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"91 90 - 100 3/8"58 No. 4 42 35 - 60 No. 8 32 No. 16 23 80 No. 30 17 10 - 30 No. 50 11 No. 100 7 No. 200 4.4 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)63 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113 FIGURE B-6.47CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 8/10/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Aisle L (Ton 649) AB-50 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters U Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #103/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"94 90 - 100 3/8"70 No. 4 53 35 - 60 No. 8 41 No. 16 30 80 No. 30 21 10 - 30 No. 50 14 No. 100 8 No. 200 5.1 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)62 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113 FIGURE B-6.48CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 8/13/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Aisle R (Ton 207) AB-51 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters U Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #103/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"92 90 - 100 3/8"64 No. 4 45 35 - 60 No. 8 33 No. 16 24 80 No. 30 17 10 - 30 No. 50 11 No. 100 7 No. 200 4.3 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)58 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.49CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 9/10/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Aisles X,Y,L AB-52 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters U Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"95 90 - 100 3/8"72 No. 4 52 35 - 60 No. 8 40 No. 16 30 80 No. 30 23 10 - 30 No. 50 16 No. 100 10 No. 200 7.0 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)48 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412B Document No. 18-0113 FIGURE B-6.50CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 9/10/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Aisle S,T AB-53 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters U Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes #4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"94 90 - 100 3/8"74 No. 4 56 35 - 60 No. 8 43 No. 16 32 80 No. 30 22 10 - 30 No. 50 15 No. 100 9 No. 200 5.8 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)59 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113 FIGURE B-6.51 Poinsettia Ln, Eastbound Sta. 193+20 AB-54 CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 10/16/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters U Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes#4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"94 90 - 100 3/8"72 No. 4 52 35 - 60 No. 8 38 No. 16 27 80 No. 30 19 10 - 30 No. 50 12 No. 100 8 No. 200 4.7 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)60 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113 FIGURE B-6.52CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 10/16/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Poinsettia Ln, Westbound Sta. 194+50 AB-55 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes#4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"96 90 - 100 3/8"75 No. 4 57 35 - 60 No. 8 44 No. 16 33 80 No. 30 24 10 - 30 No. 50 15 No. 100 10 No. 200 6.1 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)58 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113 FIGURE B-6.53CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 10/19/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Poinsettia Ln, Westbound Sta. 194+10 (first lift) AB-56 (300 Tons) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes#4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"92 90 - 100 3/8"64 No. 4 45 35 - 60 No. 8 33 No. 16 24 80 No. 30 17 10 - 30 No. 50 11 No. 100 7 No. 200 4.6 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)58 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:Poinsettia Ln, Westbound Sta. 195+00 (second lift)LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113 FIGURE B-6.54CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 10/19/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: AB-57 (720 Tons) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes#4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"96 90 - 100 3/8"74 No. 4 55 35 - 60 No. 8 42 No. 16 32 80 No. 30 23 10 - 30 No. 50 16 No. 100 10 No. 200 6.9 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)50 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113 FIGURE B-6.55 Poinsettia Ln, Westbound Sta. 192+30 AB-58 (90 Tons) CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 10/20/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters U Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes#4 #30 #2003/8"#8 #16 #50 #1003/4" GRADATION ANALYSIS SIEVE PERCENT SPECIFIED SIZE FINER AS OPERATING TESTED RANGE 1"100 100 3/4"95 90 - 100 3/8"70 No. 4 51 35 - 60 No. 8 39 No. 16 29 80 No. 30 21 10 - 30 No. 50 13 No. 100 8 No. 200 4.3 2 - 9 -- -- CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM CALTRANS STANDARD SPECIFICATIONS QUALITY SPECIFICATIONS RESULTS SPECIFIED R-VALUE (CTM 301)--78 MIN SAND EQUIVALENT (CTM 217)53 22 MIN SAMPLE ID:DURABILITY (CTM 229)--35 MIN DATE SAMPLED:LA ABRASION, 100 REV (CTM 131)--15 MAX SAMPLE LOCATION:LA ABRASION, 500 REV (CTM 131)--52 MAX Project No. SD412BDocument No. 18-0113 FIGURE B-6.56CONFORMANCE TEST RESULTS 2015 EDITION, SECTION 26-1.02B 12/4/2020 MAXIMUM DENSITY (ASTM D1557) MAXIMUM DENSITY: OPTIMUM MOISTURE: Poinsettia Lane, Sta. 192+50 AB-59 (25 Tons) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters U Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes#4 #30 #2003/8"#8 #16 #50 #1003/4" SIEVE PERCENT SIZE FINER AS INDIVIDUAL MOVING TESTED TEST RESULT AVERAGE 1"100 100 3/4"97 87 - 100 1/2"77 70 - 87 3/8"56 55 - 76 No. 4 38 35 - 52 No. 8 31 22 - 40 No. 16 24 - No. 30 18 8 - 24 No. 50 13 5 - 18 No. 100 8 - No. 200 5.3 0 - 7 TEST CLASS B ASPHALT CONCRETE (Escondido Materials Plant)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)---45 MIN CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)42 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)4.9%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM 1562)147.5 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)153.3 N/A SAMPLE LOCATION:W/B Poinsettia Ln, Sta 183+04 (1st Course)PERCENT AIR VOIDS (ASTM D2041)3.8%2.0% - 6.0% Project No. SD412B Document No. 18-0113 FIGURE 7.1 SPECIFICATION AC-3 (Ton 95) 4/24/2019 ASPHALT CONCRETE CONFORMANCE 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4"#4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SIZE FINER AS INDIVIDUAL MOVING TESTED TEST RESULT AVERAGE 1"100 100 3/4"99 87 - 100 1/2"78 70 - 87 3/8"61 55 - 76 No. 4 42 35 - 52 No. 8 33 22 - 40 No. 16 26 - No. 30 20 8 - 24 No. 50 14 5 - 18 No. 100 9 - No. 200 6.0 0 - 7 TEST CLASS B ASPHALT CONCRETE (Escondido Materials Plant)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)---45 MIN CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)42 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.1%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM 1562)148.2 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)153.5 N/A SAMPLE LOCATION:E/B Poinsettia Ln, Sta 184+92 (1st Course)PERCENT AIR VOIDS (ASTM D2041)3.5%2.0% - 6.0% Project No. SD412B Document No. 18-0113 FIGURE 7.2 SPECIFICATION AC-4 (Ton 215) 4/24/2019 ASPHALT CONCRETE CONFORMANCE 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4"#4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SIZE FINER AS INDIVIDUAL MOVING TESTED TEST RESULT AVERAGE 1"100 100 3/4"97 87 - 100 1/2"81 70 - 87 3/8"64 55 - 76 No. 4 43 35 - 52 No. 8 34 22 - 40 No. 16 26 - No. 30 20 8 - 24 No. 50 14 5 - 18 No. 100 9 - No. 200 5.7 0 - 7 TEST CLASS B ASPHALT CONCRETE (Escondido Materials Plant)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)---45 MIN CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)36 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.3%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM 1562)148.5 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)153.3 N/A SAMPLE LOCATION:W/B Poinsettia Ln, Sta 184+60 (2nd Course)PERCENT AIR VOIDS (ASTM D2041)3.1%2.0% - 6.0% Project No. SD412B Document No. 18-0113 FIGURE 7.3 SPECIFICATION AC-5 (Ton 381) 4/24/2019 ASPHALT CONCRETE CONFORMANCE 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4"#4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SIZE FINER AS INDIVIDUAL MOVING TESTED TEST RESULT AVERAGE 1"100 100 3/4"99 87 - 100 1/2"77 70 - 87 3/8"58 55 - 76 No. 4 39 35 - 52 No. 8 31 22 - 40 No. 16 24 - No. 30 19 8 - 24 No. 50 13 5 - 18 No. 100 8 - No. 200 5.4 0 - 7 TEST CLASS B ASPHALT CONCRETE (Escondido Materials Plant)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)---45 MIN CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)36 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)4.9%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM 1562)147.7 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)154.0 N/A SAMPLE LOCATION:E/B Poinsettia Ln, Sta 184+00 (2nd Course)PERCENT AIR VOIDS (ASTM D2041)4.1%2.0% - 6.0% Project No. SD412B Document No. 18-0113 FIGURE 7.4 SPECIFICATION AC-6 (Ton 542) 4/24/2019 ASPHALT CONCRETE CONFORMANCE 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4"#4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SIZE FINER AS INDIVIDUAL MOVING TESTED TEST RESULT AVERAGE 1"100 100 3/4"98 87 - 100 1/2"80 70 - 87 3/8"59 55 - 76 No. 4 38 35 - 52 No. 8 30 22 - 40 No. 16 23 - No. 30 18 8 - 24 No. 50 12 5 - 18 No. 100 8 - No. 200 5.4 0 - 7 TEST 3/4" CLASS B ASPHALT CONCRETE (Escondido Materials Plant)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)---45 MIN CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)41 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)4.9%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM 1562)146.8 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)153.7 N/A SAMPLE LOCATION:Encelia Pl, Sta 12+00 (Base Course)PERCENT AIR VOIDS (ASTM D2041)4.5%2.0% - 6.0% Project No. SD412B Document No. 18-0113 FIGURE 7.5 SPECIFICATION AC-7 (Ton 59) 5/6/2019 ASPHALT CONCRETE CONFORMANCE 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4"#4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 3/4"100 100 1/2"99 95 - 100 3/8"73 72 - 88 No. 4 45 40 - 54 No. 8 32 18 - 34 No. 16 24 - No. 30 18 8 - 20 No. 50 13 4 - 14 No. 100 8 - No. 200 5.7 1 - 6 TEST 1/2" CLASS C2 ASPHALT CONCRETE QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)---50 MIN CONSTRUCTION", 2012 EDITION, SECTION 400-4 STABILOMETER VALUE (ASTM D1560)38 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.1%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM D2726)146.8 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)153.5 N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D3203)4.4%2.0% - 6.0% Project No. SD412B Document No. 18-0113 FIGURE 7.6ASPHALT CONCRETE CONFORMANCE 5/6/2019 Encelia Pl, Sta 13+75 (Cap Course) AC-8 (Ton 163) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 1/2"#4 #30 #2003/8"#8 #16 #50 #100 SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 1"100 100 3/4"100 87 - 100 1/2"84 70 - 87 3/8"67 55 - 76 No. 4 43 35 - 52 No. 8 33 22 - 40 No. 16 24 - No. 30 18 8 - 24 No. 50 13 5 - 18 No. 100 9 - No. 200 5.6 0 - 7 TEST 3/4" CLASS B ASPHALT CONCRETE (Escondido Materials Plant)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4 STABILOMETER VALUE (ASTM D1560)46 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.6%4.5% - 6.5% SAMPLE ID:HVEEM DENSITY (ASTM 1562)148.6 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)153.3 N/A SAMPLE LOCATION:Aisle K (Base Course)PERCENT AIR VOIDS (ASTM D2041)3.1%2.0% - 6.0% Project No. SD412B Document No. 18-0113 FIGURE 7.7 AC-9 (Ton 28) 6/12/2019 ASPHALT CONCRETE CONFORMANCE 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4"#4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 3/4"100 100 1/2"99 95 - 100 3/8"73 72 - 88 No. 4 45 46 - 60 No. 8 32 28 - 42 No. 16 24 - No. 30 18 15 - 27 No. 50 13 10 - 20 No. 100 8 - No. 200 5.7 2 - 7 TEST 1/2" CLASS C2 ASPHALT CONCRETE (Escondido Materials Plant)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)50 33 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.5%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM D2726)145.4 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)153.4 N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D3203)5.2%2.0% - 6.0% Project No. SD412B Document No. 18-0113 FIGURE 7.8ASPHALT CONCRETE CONFORMANCE 6/12/2019 Aisle H (Cap Course) AC-10 (Ton 32) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 1/2"#4 #30 #2003/8"#8 #16 #50 #100 SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 1"100 100 3/4"99 87 - 100 1/2"80 70 - 87 3/8"69 55 - 76 No. 4 51 35 - 52 No. 8 38 22 - 40 No. 16 28 - No. 30 20 8 - 24 No. 50 13 5 - 18 No. 100 8 - No. 200 5.4 0 - 7 TEST 3/4" CLASS B ASPHALT CONCRETE (Escondido Materials Plant)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4 STABILOMETER VALUE (ASTM D1560)46 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.1%4.5% - 6.5% SAMPLE ID:HVEEM DENSITY (ASTM 1562)143.7 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)153.4 N/A SAMPLE LOCATION:Aisle F (Base Course)PERCENT AIR VOIDS (ASTM D2041)6.3%2.0% - 6.0% Project No. SD412B Document No. 18-0113 FIGURE 7.9 AC-11 8/12/2019 ASPHALT CONCRETE CONFORMANCE 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4"#4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 3/4"100 100 1/2"96 95 - 100 3/8"73 72 - 88 No. 4 55 46 - 60 No. 8 39 28 - 42 No. 16 28 - No. 30 20 15 - 27 No. 50 13 10 - 20 No. 100 9 - No. 200 5.5 2 - 7 TEST 1/2" CLASS C2 ASPHALT CONCRETE (Escondido Materials Plant)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)37 33 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.8%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM D2726)145.8 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)152.2 N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D3203)4.2%2.0% - 6.0% Project No. SD412B Document No. 18-0113FIGURE 7.10ASPHALT CONCRETE CONFORMANCE 8/12/2019 Aisle O (Cap Course) AC-12 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 1/2"#4 #30 #2003/8"#8 #16 #50 #100 SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 1"100 100 3/4"96 87 - 100 1/2"76 70 - 87 3/8"61 55 - 76 No. 4 43 35 - 52 No. 8 32 22 - 40 No. 16 24 - No. 30 17 8 - 24 No. 50 12 5 - 18 No. 100 7 - No. 200 4.9 0 - 7 TEST 3/4" CLASS B ASPHALT CONCRETE (Escondido Materials Plant)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4 STABILOMETER VALUE (ASTM D1560)46 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)4.4%4.5% - 6.5% SAMPLE ID:HVEEM DENSITY (ASTM 1562)143.5 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)154.9 N/A SAMPLE LOCATION:W/B Poinsettia Lane (Base Course)PERCENT AIR VOIDS (ASTM D2041)7.4%2.0% - 6.0% Project No. SD412B Document No. 18-0113 FIGURE 7.11 AC-13 8/13/2019 ASPHALT CONCRETE CONFORMANCE 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4"#4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 1"100 100 3/4"100 87 - 100 1/2"93 70 - 87 3/8"82 55 - 76 No. 4 60 35 - 52 No. 8 40 22 - 40 No. 16 28 - No. 30 20 8 - 24 No. 50 14 5 - 18 No. 100 9 - No. 200 6.5 0 - 7 TEST 3/4" CLASS B ASPHALT CONCRETE (Lake Elsinore Plant)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4 STABILOMETER VALUE (ASTM D1560)29 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)6.5%4.5% - 6.5% SAMPLE ID:HVEEM DENSITY (ASTM 1562)147.0 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)152.7 N/A SAMPLE LOCATION:E/B Poinsettia Ln, Sta. 187 (Base Course)PERCENT AIR VOIDS (ASTM D2041)3.7%2.0% - 6.0% Project No. SD412B Document No. 18-0113 FIGURE 7.12 AC-14 (Ton 153) 8/28/2019 ASPHALT CONCRETE CONFORMANCE 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4"#4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 1" 100 100 3/4" 100 87 - 100 1/2" 88 70 - 87 3/8" 79 55 - 76 No. 4 56 35 - 52 No. 8 38 22 - 40 No. 16 27 - No. 30 20 8 - 24 No. 50 14 5 - 18 No. 100 10 - No. 200 7.3 0 - 7 TEST 3/4" CLASS B ASPHALT CONCRETE (Lake Elsinore Plant) QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419) --- -- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4 STABILOMETER VALUE (ASTM D1560) 28 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307) 5.6% 4.5% - 6.5% SAMPLE ID:HVEEM DENSITY (ASTM 1562) 147.4 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041) 153.4 N/A SAMPLE LOCATION:E/B Poinsettia Ln, Sta. 187 (3 Cores) PERCENT AIR VOIDS (ASTM D2041) 4.0% 2.0% - 6.0% Project No. SD412B Document No. 18-0113FIGURE 7.12R AC-14R (Retest) 10/21/2019 ASPHALT CONCRETE CONFORMANCE 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4" #4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 1"100 100 3/4"98 87 - 100 1/2"75 70 - 87 3/8"64 55 - 76 No. 4 43 35 - 52 No. 8 32 22 - 40 No. 16 23 - No. 30 17 8 - 24 No. 50 11 5 - 18 No. 100 7 - No. 200 4.8 0 - 7 TEST 3/4" CLASS B ASPHALT CONCRETE (Escondido Plant)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4 STABILOMETER VALUE (ASTM D1560)43 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)4.6%4.5% - 6.5% SAMPLE ID:HVEEM DENSITY (ASTM 1562)144.3 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)154.8 N/A SAMPLE LOCATION:Aisle E PERCENT AIR VOIDS (ASTM D2041)6.8%2.0% - 6.0% Project No. SD412B Document No. 18-0113 FIGURE 7.13 AC-15 (Load 1 of 2) 9/4/2019 ASPHALT CONCRETE CONFORMANCE 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4"#4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 3/4"100 100 1/2"98 95 - 100 3/8"82 72 - 88 No. 4 56 46 - 60 No. 8 39 28 - 42 No. 16 28 - No. 30 21 15 - 27 No. 50 15 10 - 20 No. 100 10 - No. 200 6.7 2 - 7 TEST 1/2" CLASS C2 ASPHALT CONCRETE (Escondido Materials Plant)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)43 33 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.1%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM D2726)144.6 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)153.5 N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D3203)5.8%2.0% - 6.0% Project No. SD412B Document No. 18-0113FIGURE 7.14ASPHALT CONCRETE CONFORMANCE 9/4/2019 Aisle E AC-16 (Load 1 of 1) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 1/2"#4 #30 #2003/8"#8 #16 #50 #100 SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 1"100 100 3/4"100 87 - 100 1/2"97 70 - 87 3/8"81 55 - 76 No. 4 54 35 - 52 No. 8 41 22 - 40 No. 16 30 - No. 30 22 8 - 24 No. 50 15 5 - 18 No. 100 9 - No. 200 6.0 0 - 7 TEST 3/4" CLASS B ASPHALT CONCRETE (Superior Ready Mix)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4 STABILOMETER VALUE (ASTM D1560)44 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.3%4.5% - 6.5% SAMPLE ID:HVEEM DENSITY (ASTM 1562)145.6 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)153.3 N/A SAMPLE LOCATION:Spartina Court (Base Course)PERCENT AIR VOIDS (ASTM D2041)5.0%2.0% - 6.0% PLANT LOCATION: Project No. SD412B Document No. 18-0113 FIGURE 7.15 AC-17 (410-B-PG64-10) 1/13/2020 ASPHALT CONCRETE CONFORMANCE 500 N. Tulip St, Escondido, CA 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4"#4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 3/4"100 100 1/2"96 95 - 100 3/8"72 72 - 88 No. 4 43 46 - 60 No. 8 32 28 - 42 No. 16 24 - No. 30 18 15 - 27 No. 50 12 10 - 20 No. 100 8 - No. 200 5.5 2 - 7 TEST 1/2" CLASS C2 ASPHALT CONCRETE (Superior Ready Mix)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)34 33 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.5%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM D2726)146.9 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)152.7 N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D3203)3.8%2.0% - 6.0% PLANT LOCATION: Project No. SD412B Document No. 18-0113FIGURE 7.16ASPHALT CONCRETE CONFORMANCE 500 N. Tulip St, Escondido, CA 1/13/2020 Spartina Court (Capping Course) AC-18 (212 ½ C-2) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 1/2"#4 #30 #2003/8"#8 #16 #50 #100 SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 3/4"100 100 1/2"99 95 - 100 3/8"92 72 - 88 No. 4 68 46 - 60 No. 8 50 28 - 42 No. 16 36 - No. 30 26 15 - 27 No. 50 19 10 - 20 No. 100 13 - No. 200 8.2 2 - 7 TEST 1/2" CLASS C2 ASPHALT CONCRETE (Superior Ready Mix)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)39 33 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.4%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM D2726)150.7 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)157.3 N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D3203)4.2%2.0% - 6.0% PLANT LOCATION: Project No. SD412BDocument No. 18-0113FIGURE 7.17ASPHALT CONCRETE CONFORMANCE 500 N. Tulip St, Escondido, CA 6/20/2020 Aisles P,V,W Full Depth AC-20 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 1/2"#4 #30 #2003/8"#8 #16 #50 #100 SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 3/4"100 100 1/2"100 95 - 100 3/8"91 72 - 88 No. 4 65 46 - 60 No. 8 47 28 - 42 No. 16 35 - No. 30 27 15 - 27 No. 50 19 10 - 20 No. 100 12 - No. 200 7.9 2 - 7 TEST 1/2" CLASS C2 ASPHALT CONCRETE (Superior Ready Mix)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)40 33 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.4%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM D2726)150.3 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)157.5 N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D3203)4.6%2.0% - 6.0% PLANT LOCATION: Project No. SD412BDocument No. 18-0113FIGURE 7.18ASPHALT CONCRETE CONFORMANCE 500 N. Tulip St, Escondido, CA 8/13/2020 Aisle R (Ton 40) AC-21 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 1/2"#4 #30 #2003/8"#8 #16 #50 #100 SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 3/4"100 100 1/2"97 95 - 100 3/8"91 72 - 88 No. 4 70 46 - 60 No. 8 52 28 - 42 No. 16 39 - No. 30 29 15 - 27 No. 50 19 10 - 20 No. 100 12 - No. 200 7.8 2 - 7 TEST 1/2" CLASS C2 ASPHALT CONCRETE (Superior Ready Mix)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)46 33 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.5%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM D2726)148.6 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)157.2 N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D3203)5.5%2.0% - 6.0% PLANT LOCATION: Project No. SD412B Document No. 18-0113FIGURE 7.19ASPHALT CONCRETE CONFORMANCE 500 N. Tulip St, Escondido, CA 9/15/2020 Aisles L,X,Y,R,S and Agave Cir. AC-22 (100 Ton) 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 1/2"#4 #30 #2003/8"#8 #16 #50 #100 SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 1"100 100 3/4"100 87 - 100 1/2"97 70 - 87 3/8"81 55 - 76 No. 4 54 35 - 52 No. 8 41 22 - 40 No. 16 30 - No. 30 22 8 - 24 No. 50 15 5 - 18 No. 100 9 - No. 200 6.0 0 - 7 TEST 3/4" CLASS B ASPHALT CONCRETE (Superior Ready Mix)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4 STABILOMETER VALUE (ASTM D1560)21 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.7%4.5% - 6.5% SAMPLE ID:HVEEM DENSITY (ASTM 1562)152.9 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)156.3 N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D2041)2.2%2.0% - 6.0% PLANT LOCATION: Project No. SD412B Document No. 18-0113FIGURE 7.20 AC-23 10/9/2020 ASPHALT CONCRETE CONFORMANCE 500 N. Tulip St, Escondido, CA Poinsettia Lane Sta. 187+50 to 188+92 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4"#4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 1"100 3/4"87 - 100 1/2"70 - 87 3/8"55 - 76 No. 4 35 - 52 No. 8 22 - 40 No. 16 - No. 30 8 - 24 No. 50 5 - 18 No. 100 - No. 200 0 - 7 TEST 3/4" CLASS B ASPHALT CONCRETE (Superior Ready Mix)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4 STABILOMETER VALUE (ASTM D1560)38 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)--4.5% - 6.5% SAMPLE ID:HVEEM DENSITY (ASTM 1562)152.0 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)--N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D2041)--2.0% - 6.0% PLANT LOCATION: Project No. SD412B Document No. 18-0113FIGURE 7.20R AC-23-R (Core 1, Core 5 blended) 1/12/2021 ASPHALT CONCRETE CONFORMANCE 500 N. Tulip St, Escondido, CA Poinsettia Lane Sta. 187+50 to 188+92 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4"#4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 1"100 100 3/4"100 87 - 100 1/2"92 70 - 87 3/8"75 55 - 76 No. 4 54 35 - 52 No. 8 42 22 - 40 No. 16 33 - No. 30 26 8 - 24 No. 50 17 5 - 18 No. 100 10 - No. 200 6.0 0 - 7 TEST 3/4" CLASS B ASPHALT CONCRETE (Superior Ready Mix)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4 STABILOMETER VALUE (ASTM D1560)47 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)4.7%4.5% - 6.5% SAMPLE ID:HVEEM DENSITY (ASTM 1562)148.6 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)157.3 N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D2041)5.5%2.0% - 6.0% PLANT LOCATION: Project No. SD412B Document No. 18-0113FIGURE 7.21 AC-24 12/9/2020 ASPHALT CONCRETE CONFORMANCE 500 N. Tulip St, Escondido, CA Poinsettia Lane Sta. 192 to 196 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4"#4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 1"100 100 3/4"99 87 - 100 1/2"91 70 - 87 3/8"78 55 - 76 No. 4 60 35 - 52 No. 8 49 22 - 40 No. 16 38 - No. 30 29 8 - 24 No. 50 19 5 - 18 No. 100 11 - No. 200 7.1 0 - 7 TEST 3/4" CLASS B ASPHALT CONCRETE (Superior Ready Mix)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4 STABILOMETER VALUE (ASTM D1560)47 35 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.1%4.5% - 6.5% SAMPLE ID:HVEEM DENSITY (ASTM 1562)148.5 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)156.1 N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D2041)4.9%2.0% - 6.0% PLANT LOCATION: Project No. SD412B Document No. 18-0113FIGURE 7.22 AC-25 12/9/2020 ASPHALT CONCRETE CONFORMANCE 500 N. Tulip St, Escondido, CA Poinsettia Lane Sta. 192 to 196 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 3/4"#4 #30 #200#8 #16 #50 #1003/8"1/2" SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 3/4"100 100 1/2"99 95 - 100 3/8"92 72 - 88 No. 4 68 46 - 60 No. 8 51 28 - 42 No. 16 38 - No. 30 29 15 - 27 No. 50 19 10 - 20 No. 100 12 - No. 200 7.4 2 - 7 TEST 1/2" CLASS C2 ASPHALT CONCRETE (Superior Ready Mix)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)33 33 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.6%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM D2726)148.1 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)154.2 N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D3203)4.0%2.0% - 6.0% PLANT LOCATION: Project No. SD412BDocument No. 18-0113FIGURE 7.23ASPHALT CONCRETE CONFORMANCE 500 N. Tulip St, Escondido, CA 1/13/2021 Poinsettia Lane Sta. 175-189, 192-196 AC-26 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 1/2"#4 #30 #2003/8"#8 #16 #50 #100 SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 3/4"100 100 1/2"99 95 - 100 3/8"91 72 - 88 No. 4 65 46 - 60 No. 8 49 28 - 42 No. 16 37 - No. 30 29 15 - 27 No. 50 19 10 - 20 No. 100 12 - No. 200 7.6 2 - 7 TEST 1/2" CLASS C2 ASPHALT CONCRETE (Superior Ready Mix)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)42 33 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.3%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM D2726)149.5 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)154.4 N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D3203)3.2%2.0% - 6.0% PLANT LOCATION: Project No. SD412BDocument No. 18-0113FIGURE 7.24ASPHALT CONCRETE CONFORMANCE 500 N. Tulip St, Escondido, CA 1/13/2021 Poinsettia Lane Sta. 175-189, 192-196 AC-27 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 1/2"#4 #30 #2003/8"#8 #16 #50 #100 SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 3/4"100 100 1/2"100 95 - 100 3/8"92 72 - 88 No. 4 69 46 - 60 No. 8 51 28 - 42 No. 16 39 - No. 30 30 15 - 27 No. 50 20 10 - 20 No. 100 12 - No. 200 7.7 2 - 7 TEST 1/2" CLASS C2 ASPHALT CONCRETE (Superior Ready Mix)QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)34 33 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307)5.5%4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM D2726)148.7 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041)153.9 N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D3203)3.4%2.0% - 6.0% PLANT LOCATION: Project No. SD412BDocument No. 18-0113FIGURE 7.25ASPHALT CONCRETE CONFORMANCE 500 N. Tulip St, Escondido, CA 1/13/2021 Poinsettia Lane Sta. 175-189, 192-196 AC-28 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 1/2"#4 #30 #2003/8"#8 #16 #50 #100 SIEVE PERCENT SPECIFICATION SIZE FINER AS INDIVIDUAL TESTED TEST RESULT 3/4" 100 100 1/2" 97 95 - 100 3/8" 90 72 - 88 No. 4 70 46 - 60 No. 8 50 28 - 42 No. 16 36 - No. 30 26 15 - 27 No. 50 16 10 - 20 No. 100 9 - No. 200 6.1 2 - 7 TEST 1/2" TYPE 3 CLASS C2 ASPHALT CONCRETE (Superior Ready Mix) QUALITY SPECIFICATIONS RESULTS SPECIFIED "STANDARD SPECIFICATIONS FOR PUBLIC WORKS SAND EQUIVALENT (ASTM D2419)----- CONSTRUCTION", 2015 EDITION, SECTION 203-6.4.4 STABILOMETER VALUE (ASTM D1560)35 33 MIN SPECIFIC ASPHALT CONTENT (ASTM D6307) 5.4% 4.6% - 6.0% SAMPLE ID:HVEEM DENSITY (ASTM D2726)148.8 N/A DATE SAMPLED:MAXIMUM THEORITICAL DENSITY (ASTM D2041) 155.8 N/A SAMPLE LOCATION:PERCENT AIR VOIDS (ASTM D3203)4.5% 2.0% - 6.0% PLANT LOCATION: Project No. SD412BDocument No. 18-0113FIGURE 7.26ASPHALT CONCRETE CONFORMANCE 500 N. Tulip St, Escondido, CA 4/7/2021 Sta. 194+50 to 195+00, Poinsettia Lane E AC-29 0 10 20 30 40 50 60 70 80 90 100 0.010.1110100 Grain Size in Millimeters Pe r c e n t F i n e r b y W e i g h t LOWER LIMIT OF SPECIFICATION UPPER LIMIT OF SPECIFICATION U.S. Standard Sieve Sizes 1/2" #4 #30 #2003/8" #8 #16 #50 #100 APPENDIX C FIELD TESTING AND OBSERVATIONS GRADING OBSERVATIONS Remedial grading was conducted within the planned building, bridge, and improvement areas in order to remove potentially compressible undocumented fill and colluvial and alluvial soils and expose competent formational material suitable for support of the compacted fill and new improvements. In addition, remedial excavations were conducted within some building areas to remove dense formational material below the proposed improvements, where necessary. Our geologic observations and tests during grading operations, including the as-graded fill depths, laboratory test results, and field testing and inspections completed for each of the planned residential lots is provided in Table C-1 below. FIELD DENSITY TEST RESULTS The locations of the field density tests taken during the earthwork operations associated with the Treviso (Poinsettia 61) development are presented in the following plates as Test Location Plans. The elevations and locations of the field tests were determined by hand level and pacing relative to survey data provided by the grading contractor. The tabulated results of the field density tests are then presented following the plates. The following abbreviations were used to describe tests reported in this appendix: AB = Aggregate Base AC = Asphalt Concrete E = Electrical Trench FG = Finish Grade FBG = Finish Base Grade FPG = Finish Pad Grade FSG = Finish Subgrade FS = Finish Surface G = Gas Trench JT = Joint Trench NU = Nuclear Density Test SD = Storm Drain SG = Subgrade SS = Sanitary Sewer SW = Sidewalk W = Water WB = Wall Backfill Table C-1.1 Project No. SD412B Document No. 18-0113 Finish Pad Grade [Feet] Excavation Bottom (Low) [Elev.] Excavation Bottom (High) [Elev.] Minimum Fill Depth [Feet] Maximum Fill Depth [Feet] Differential Fill Depth [Feet] Expansion Potential Sulfate Exposure Finish Pad Compaction Tested Foundation Excavation Inspected1246.0 218 218 28 28 0 Very Low Negligible Y N2246.4 218 218 28.4 28.4 0 Very Low Severe Y N3246.8 218 218 28.8 28.8 0 Very Low Severe Y N4246.8 219 219 27.8 27.8 0 Very Low Negligible Y N5246.3 219 222 24.3 27.3 3 Very Low Negligible Y N6246.0 222 222 24 24 0 Very Low Negligible Y N7246.3 221 221 25.3 25.3 0 Very Low Negligible Y N8246.7 220 221 25.7 26.7 1 Very Low Negligible Y N9247.1 220 221 26.1 27.1 1 Very Low Moderate Y N10247.1 217 221 26.1 30.1 4 Low Negligible Y N11246.5 219 221 25.5 27.5 2 Low Negligible Y N12246.3 220 221 25.3 26.3 1 Low Negligible Y N13247.5 216.6 221 26.5 30.9 4 Low Negligible Y N14248.0 218 221 27 30 3 Low Moderate Y N15248.3 220 221 27.3 28.3 1 Low Moderate Y N16248.3 216 225 23.3 32.3 9 Very Low Negligible Y N17247.8 225 235 12.8 22.8 10 Very Low Moderate Y N18247.6 232 239.6 8 15.6 8 Very Low Negligible Y N19244.1 238 238 6.1 6.1 0 Very Low Severe Y Y 20 244.4 235 239.2 5.2 9.4 4 Very Low Severe Y Y 21 244.8 225 230 14.8 19.8 5 Very Low Severe Y Y 22 244.7 225 230 14.7 19.7 5 Low Negligible Y Y 23 244.2 234.8 238.6 5.6 9.4 4 Low Negligible Y Y 24 243.9 237 238 5.9 6.9 1 Low Negligible Y Y 25 242.4 235 238 4.4 7.4 3 Low Negligible Y N26242.9 236 238 4.9 6.9 2 Low Negligible Y N27243.3 229.8 235.8 7.5 13.5 6 Low Negligible Y N28243.3 231 237 6.3 12.3 6 Low Negligible Y N29242.8 236 238 4.8 6.8 2 Low Negligible Y N30242.5 235 236 6.5 7.5 1 Low Negligible Y N31241.5 235 236 5.5 6.5 1 Very Low Negligible Y Y32241.9 236 237 4.9 5.9 1 Very Low Negligible Y Y33242.3 234.6 237.3 5 7.7 3 Very Low Negligible Y Y34242.4 233.7 237.2 5.2 8.7 4 Very Low Negligible Y Y35241.9 236 237 4.9 5.9 1 Very Low Negligible Y Y36241.5 236 237 4.5 5.5 1 Very Low Negligible Y Y37240.5 235 235 5.5 5.5 0 Low Negligible Y Y38240.0 230 235 5 10 5 Low Negligible Y Y39239.6 220 229.1 10.5 19.6 9 Low Negligible Y Y40239.5 230.5 234.4 5.1 9 4 Very Low Negligible Y Y41239.9 232 234.6 5.3 7.9 3 Very Low Negligible Y Y42240.4 233 235.5 4.9 7.4 3 Very Low Negligible Y Y43244.8 239 240 4.8 5.8 1 Very Low Negligible Y N44245.2 239 240.3 4.9 6.2 1 Very Low Negligible Y N 45 245.2 239 240.6 4.6 6.2 2 Very Low Negligible Y N 46 244.9 238.6 239.6 5.3 6.3 1 Very Low Negligible Y N 47 244.4 236.5 239.4 5 7.9 3 Very Low Negligible Y N 48 242.1 236.5 237.2 4.9 5.6 1 Very Low Negligible Y Y 49 242.6 236.8 237.5 5.1 5.8 1 Very Low Negligible Y Y 50 242.9 236.7 237.9 5 6.2 1 Very Low Negligible Y Y51242.9 227 234.8 8.1 15.9 8 Very Low Negligible Y N52242.5 234.2 237.8 4.7 8.3 4 Very Low Negligible Y N53242.0 236.4 237 5 5.6 1 Very Low Negligible Y N54246.5 239 240 6.5 7.5 1 Very Low Severe Y Y55246.9 240.2 241.2 5.7 6.7 1 Very Low Severe Y Y56247.2 240.2 241.6 5.6 7 1 Very Low Severe Y Y57247.0 241.5 242 5 5.5 1 Very Low Negligible Y Y58246.7 240.8 242 4.7 5.9 1 Very Low Negligible Y Y59246.3 239.5 240.8 5.5 6.8 1 Very Low Negligible Y Y60246.0 240.4 241 5 5.6 1 Low Negligible Y N61245.7 240.4 241 4.7 5.3 1 Low Negligible Y N62246.2 220 236 10.2 26.2 16 Low Negligible Y N63250.4 245.1 245.5 4.9 5.3 0 Very Low Moderate Y N Lab Test Results Field Test ResultsSubgrade Condition Lot No. LOT CONDITION SUMMARY Table C-1.2 Project No. SD412B Document No. 18-0113 Finish Pad Grade [Feet] Excavation Bottom (Low) [Elev.] Excavation Bottom (High) [Elev.] Minimum Fill Depth [Feet] Maximum Fill Depth [Feet] Differential Fill Depth [Feet] Expansion Potential Sulfate Exposure Finish Pad Compaction Tested Foundation Excavation Inspected Lab Test Results Field Test ResultsSubgrade Condition Lot No. LOT CONDITION SUMMARY 64 250.8 245 245.8 5 5.8 1 Very Low Moderate Y Y65250.4 244.4 245.6 4.8 6 1 Very Low Moderate Y Y66250.5 245 245.9 4.6 5.5 1 Low Negligible Y Y67250.9 245.1 246.1 4.8 5.8 1 Low Negligible Y Y68251.2 244.1 245.8 5.4 7.1 2 Low Negligible Y Y69251.2 243.9 245.8 5.4 7.3 2 Low Moderate Y Y70250.9 245.7 246.2 4.7 5.2 1 Low Moderate Y Y71250.6 244.6 245.6 5 6 1 Very Low Negligible Y Y72249.9 244.6 245.3 4.6 5.3 1 Very Low Negligible Y Y73249.6 244.1 244.8 4.8 5.5 1 Very Low Negligible Y Y74250.3 244.6 245.4 4.9 5.7 1 Low Moderate Y Y75250.7 244.8 245.5 5.2 5.9 1 Low Moderate Y Y76250.7 244.8 245.7 5 5.9 1 Low Moderate Y Y77250.3 244.6 245.2 5.1 5.7 1 Low Moderate Y Y78249.9 243.9 245 4.9 6 1 Low Moderate Y Y79248.9 224.6 238 10.9 24.3 13 Low Moderate Y N80249.2 239.9 241.4 7.8 9.3 2 Low Moderate Y N81249.7 241.4 245.5 4.2 8.3 4 Low Moderate Y N82249.7 235.3 242.5 7.2 14.4 7 Very Low Negligible Y N 83 249.3 222 237.5 11.8 27.3 16 Very Low Negligible Y N 84 248.9 218 232 16.9 30.9 14 Very Low Negligible Y N 85 250.2 214.4 222.8 27.4 35.8 8 Very Low Negligible Y Y 86 250.5 222 235.3 15.2 28.5 13 Very Low Negligible Y Y 87 251.1 229.6 240.7 10.4 21.5 11 Very Low Negligible Y Y 88 250.7 229.5 239.8 10.9 21.2 10 Very Low Severe Y Y89250.4 214 231 19.4 36.4 17 Very Low Severe Y Y90251.8 210 219 32.8 41.8 9 Very Low Negligible Y Y91252.3 213 221 31.3 39.3 8 Very Low Negligible Y Y92252.6 218 232 20.6 34.6 14 Very Low Negligible Y Y93253.0 227.3 241.3 11.7 25.7 14 Very Low Negligible Y Y94252.4 222 241.2 11.2 30.4 19 Very Low Negligible Y Y95252.0 221 241.7 10.3 31 21 Very Low Negligible Y Y96251.6 228.3 241.6 10 23.3 13 Very Low Negligible Y Y97251.6 233.3 241.9 9.7 18.3 9 Very Low Negligible Y Y98251.9 231 238.9 13 20.9 8 Very Low Negligible Y Y99252.3 229.3 233.5 18.8 23 4 Very Low Negligible Y Y100252.3 211.5 222.1 30.2 40.8 11 Very Low Negligible Y Y101251.7 209 229 22.7 42.7 20 Very Low Negligible Y Y102250.2 208.2 214.4 35.8 42 6 Very Low Negligible Y Y103250.6 199 211.7 38.9 51.6 13 Very Low Negligible Y Y104251.1 196 212 39.1 55.1 16 Very Low Negligible Y Y105251.1 194.5 210 41.1 56.6 16 Low Moderate Y Y106250.6 196.6 214 36.6 54 17 Low Moderate Y Y107250.1 203.2 215.3 34.8 46.9 12 Low Moderate Y Y 108 249.0 217 223.7 25.3 32 7 Low Moderate Y Y 109 248.7 207.8 218.3 30.4 40.9 11 Low Moderate Y Y 110 248.2 206.6 220 28.2 41.6 13 Low Moderate Y Y 111 248.3 211.4 232.6 15.7 36.9 21 Very Low Negligible Y Y 112 248.6 217.3 237.6 11 31.3 20 Very Low Negligible Y Y 113 249.3 237.6 242.9 6.4 11.7 5 Very Low Negligible Y Y114246.1 237.9 240.5 5.6 8.2 3 Very Low Negligible Y Y115246.3 234.4 237.9 8.4 11.9 4 Very Low Negligible Y Y116246.7 213.6 234.4 12.3 33.1 21 Very Low Negligible Y Y117246.7 215.7 232.6 14.1 31 17 Low Negligible Y Y118246.3 232.8 238 8.3 13.5 5 Low Negligible Y Y119245.9 236.7 240.9 5 9.2 4 Low Negligible Y Y120245.8 240 240.9 4.9 5.8 1 Low Severe Y Y121246.1 240.2 241.2 4.9 5.9 1 Low Severe Y Y122246.1 240.5 241.2 4.9 5.6 1 Very Low Negligible Y Y123245.8 240.2 241 4.8 5.6 1 Very Low Negligible Y YRec 1 248 215 226 22 33 11 Low Moderate Y NRec 2 240 234.6 236.5 3.5 5.4 2 Very Low Negligible N/A N/ARec 3 250.5 245.6 245.8 4.7 4.9 0 N/A N/A N/A N/A TEST LOCATION PLANS 279273272 4477278 294 448 298 271 1 6 51 858 2 299 9 52 295280 2705611 3 449 230 10281 16419 306 418 36 417 17 47 334120 22 421 307 23 42518 424 335 423 37 19 497 28 30 29 2614 2425 15 27 40 333516 312 644 285 318302284 332 303319 287 645313 520 286 646 517 317521 328 647 518 648 316 329 624 625 621 622 620 642 623 643 619 618 629 627 628 626 636573 590 571 591 637589 570 638 588 607 605 604 606 603 585 581583587 584586 580 582 579 578552557 553 550 577 551 576 574 632 631 634 672 674 675 254 673 671 676 653 635 633 630 615 617 614 616 613 612 615 652 259 609 375 255 611 235 610 651 374 262 124 122 120 118 234 377608123226 257 263 121 223 376 119 97 98 361 96105 360 363 549 292324659 108 547 543 104 305 545 379 378 106 544 548 325 227293102661 103327546101542 228 110 33095 660 107 304 315 109 331 314 326 256 277 53 13 276 4 269 451 12282 29727554 55 5452 274 296 268 453 283 450 426 427 428 38 431 339 430 429 20 338 432 21 433 337 434 467 308 336 466 465 309 33 39 34 468 469 470 311 310 416 415 414496 413 412 493 411 494492 405 491 409 490 406 407 410 489 408 509 569 572 568 564 639 565 563 567 640 594 598 592 599 641 566562 556 557 234 554 233 207 205 206 596 602 597 595 601 600 593 555 558 559 232231 655 658 656 260 657248 249 268 261 252 265 253 251 114 115 53994365 93 86 87 88 533129 92 528 537 130 288 531 84 53091 649 320 112 267 85364113535 291838289 321 650519529 289 229 536 522 538 100 99534 6065 64 290117 230 127 532 81 12890 136 266 62 69 73 59 60 116 72 3237980 686174 52452670201 459 204 63 202 458 70 523 75 76125 322 77 78 460461203 527 208 525 454 473 472 471 476 34331 475 371342474 455 479 47832 370 477 457 462 480 463 366 481 464 340 344 482 367372 373 483 368 341 345 404484 488 487 540 504 396 505 506 395 403485 486 399 398 508 392 507 456 401 515 514 402 513 386 381 389 512 388511 510 369 380 385 384 503 50 383 500 382 217 220 218 219 196 214 194 178 216 498 139 215177 197179 213193 440 1804550 42 499145 436221 438 437 222 435 211 199 212 41 4649 200 35 43 152 165151140134151149158 166445 163 446 176168 141 154181133130135142137 198 159172 167 182150143 138183 155540149 444145 164541169 171173 146 157 153443147 160 148 162156 161 184 442 170 175 187 192185 189190 186 191188 351 350 240242 239 243 245244 247 353240 241 356 346238 357 355 348 359 354 358349352235 347441236 237 126 48 42257 40 44 71 66 67 111 131 132144 174 209 210 224 225 246 249 258 264 293 300 301 349 362 385 387 390 391 393 394 397 400 420 439 495 501 502 560 561 575 654 677 678 662 663 664 665 666 667 668 669 670 683 684 685 686 687 688 689 690 704 680 681 682 785 785 786 787 788 789 790 796 795 793 794793 791 798 797 799 800 801 802 804 803 805 806 808 807 809810811 812 813 814 816815 818 817 820 819 821 822 823 824 826 825 838 837 836 835 834 833 839 840 841 842 843 844 845 867 869 864 868 870 866865 857 885859 858 871 872 862 853 851852854860861 855848 863856 846849850 847 884 875 873874 876 878883 881 877 879882 880 691 692 696697 698699 700 701 702703 709 705 706 707 708 710 711 712 713 714 715 716 717 718 719 720 721 722723 724 725726727 728729730731 736 735 733 734 693 694 695 732 737 738739740 741 742743 744 745 746 747 748 749 750 753 752751 755754 756 756 758757 759760 761762763 764 765 766767 768769770 771772 773 774 775 776 777 778 779 780 781 782 783 784 827 828 829 830 831832 939938931 932 936935 943930 927 924 942 926 925937 940 941 928 929 934 923 933 947946 944 948 922 945 894 895 896 897 886 887 893 892 891 890 889 888 959958960 949954955957 956 952953 950951 1050 1051 1055 1056 10581059 1057 1052 1053 1054 1069 1068 1067 1070 1071 1072 1073 1074 1081 1082 1080 1075 1076 1077 1078 1079 1063 1064 1065 1066 1060 1061 1062 1083 1085 1084 1087 1086 1041 1040 10421043 104410451046 1047 1048 1049 1009 1008 1010 1011 1012 1013 10141015 1016 1017 1018 1019 1020 1021 1022 988 989 990 991 992 993 994 995 996 997 998 999 258 250 913909912907911908 910 918 921920919 916915914917 898899900 901 902 903 904 905 906 961 962963 964 965 966 967 968 969 970 971 972 973 974 975 976977 978 979 980 981 982 983 984 987 985 986 1000 1001 1002 1003 10041005 1006 1007 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 PLATE NUMBER PROJECT NUMBER PROJECT NAME DOCUMENT NUMBER ENGINEERS AND GEOLOGISTS GROUP DELTA CONSULTANTS, INC. 9245 ACTIVITY ROAD, SUITE 103 SAN DIEGO, CA 92126 (858) 536-1000 Lennar - Poinsettia 61 Test Location Plan Grading C-1 SD18-0113 SD412B Approximate location of grading field density test1095 Explanation G-11 G-12 G-13 G-14 G-10 G-9 G-18 G-19 G-16 G-15 G-17 JT-1 JT-2 JT-8 JT-9 JT-10 JT-11 JT-4 JT-3 JT-5 JT-6 JT-7 SS-100 SS-99 SS-98 SS-97 SS-120SS-121 SS-117 SS-113SS-114SS-115 SS-119 SS-118 SS-116 SS-112 SS-111 SS-110 SS-109 W-12 W-11 SS-103 SS-101 SS-102 SS-104 SS-105 SS-106 SD-168 SD-169 SD-170 SD-171 SD-94SD-95SD-96 W-2 W-1 W-3 W-4 W-5 W-6 SD-60SD-61SD-54SD-53 SD-58SD-59 SD-56 SD-57 SD-55 SD-62 SD-63SD-64SD-65 SD-66 SD-70SD-71SD-72 SD-73 SD-74 SD-75 SD-76 W-42 W-43 W-40 W-41 W-39W-38 W-44 W-45 W-46 W-47 W-48 W-49 W-51 W-50 W-53 W-52 W-54 W-55 W-56 W-57 W-59 W-58 G-20 G-21 G-22 G-23 TEST NUMBERS OUTSIDE PLAN BOUNDARY JT-12JT-13 JT-14 JT-15 JT-16JT-17 JT-18 JT-19 JT-20JT-21 JT-22 JT-23 JT-24 JT-25 JT-26 JT-27 JT-28 JT-29 JT-30 JT-31JT-32 JT-33 JT-34 JT-35 JT-36 JT-37 JT-38 JT-39 W-8 W-9 W-7 W-10 W-13 W-14 W-15 W-16 W-17 W-18 W-19 W-20 W-21 W-22 WATER TESTS OFF PLAN:W-23W-24 W-25W-26 W-27W-28W-29 W-30W-31 W-32 W-33 W-34 W-35 W-36 W-37 W-60 W-61 W-62 W-63 W-64 W-65W-66W-67 SD-15 SD-10SD-11 SD-4 SD-3 SD-2 SD-1SD-14SD-13SD-6SD-9SD-8SD-12 SD-5SD-7 SD-16SD-17SD-18 SD-19SD-20SD-21SD-22 SD-23SD-24 SD-25 SD-26SD-27 SD-28 SD-29SD-30 SD-31 SD-32SD-33SD-34 SD-35 SD-36 SD-37 SD-38 SD-39SD-40 SD-41 SD-42 SD-43 SD-44 SD-45SD-46SD-47SD-48SD-49 SD-50SD-51SD-52 SD-67 SD-68 SD-69 SD-77 SD-78 SD-79SD-80 SD-81 SD-81 SD-83 SD-82 SD-84 SD-85SD-87 SD-87SD-88 SD-89 SD-92 SD-93 SD-90 SD-91 SD-101 SD-100SD-102SD-99 SD-98 SD-97 SD-103 SD-105SD-104SD-106 SD-109 SD-111SD-110 SD-112SD-113 SD-108 SD-107 SD-114 SD-115 SD-116 SD-117 SD-122 SD-121 SD-120SD-119SD-118 SD-123 SD-124 SD-125 SD-126 SD-127 SD-128 SD-129 SD-130 SD-131 SD-132 SD-133 SD-136 SD-134SD-135 SD-139SD-140 SD-141SD-142 SD-143SD-144 SD-137SD-138 SD-145SD-146 SD-147 SD-148SD-149 SD-150 SD-151 SD-152 SD-153 SD-154 SD-155 SD-156 SD-157 SD-158 SD-159 SD-161 SD-160 SD-162 SD-163 SD-164 SD-165 SD-166 SD-167 SD-198 SD-197 SD-196 SD-172 SD-173 SD-174 SD-175 SD-176 SD-177 SD-178 SD-179 SD-180 SD-181 SD-182 SD-183 SD-184 SD-185 SD-186 SD-187 SD-188 SD-189 SD-190 SD-191 SD-192 SD-193 SD-194 SD-195 G-4 G-5 G-6 G-7 G-8 SS-182 SS-181 SS-180 SS-179 SS-178 SS-177 SS-175SS-176 SS-174 SS-168 SS-167 SS-166 SS-165 SS-161 SS-162 SS-163 SS-164 SS-160 SS-159 SS-158 SS-157 SS-156 SS-155 SS-154 SS-153 SS-152 SS-142 SS-143 SS-146 SS-145 SS-144 SS-147 SS-148SS-150SS-151 SS-149 SS-172 SS-171 SS-170 SS-169 SS-133 SS-134 SS-135 SS-136 SS-137 SS-139 SS-141 SS-140 SS-138 SS-131SS-132 SS-130 SS-128 SS-129 SS-127SS-125SS-126 SS-124 SS-74 SS-75SS-76SS-77SS-78SS-79 SS-87 SS-89 SS-90SS-91 SS-88 SS-92SS-93SS-94 SS-95SS-96 SS-47SS-48SS-32SS-33SS-34 SS-46 SS-25 SS-22 SS-26 SS-51SS-50 SS-49 SS-23 SS-24 SS-28 SS-27 SS-29 SS-30 SS-31 SS-54SS-53 SS-35SS-55 SS-42 SS-43 SS-39 SS-41SS-40 SS-44SS-45 SS-37 SS-38SS-36SS-57SS-58 SS-52 SS-59SS-60SS-61SS-62SS-56SS-63 SS-65 SS-80 SS-81SS-64 SS-66 SS-67 SS-68SS-69 SS-84SS-82SS-83 SS-85 SS-71 SS-86SS-73 SS-72 SS-70 SS-14 SS-13SS-15 SS-11 SS-12 SS-9SS-10SS-8 SS-16SS-19SS-18SS-21SS-20SS-1SS-3SS-2 SS-5SS-7 SS-4SS-6 SS-17 SS-107 SS-108SS-122 SS-123 SS-183 SS-184 SS-185 SS-173 SD-199 SD-203 SD-202 SD-201 SD-200 SD-204 SD-206 SD-205 SD-211 SD-212SD-213SD-214 SD-217SD-216SD-215 SD-207SD-208SD-209SD-210SD-218SD-219SD-220SD-221 SD-222SD-223 SD-224 FIGURE NUMBER PROJECT NUMBER PROJECT NAME DOCUMENT NUMBER ENGINEERS AND GEOLOGISTS GROUP DELTA CONSULTANTS, INC. 9245 ACTIVITY ROAD, SUITE 103 SAN DIEGO, CA 92126 (858) 536-1000 Lennar - Poinsettia 61 Test Location Plan Trench Backfill C-2 SD18-0113 SD412BExplanation Approximate location of potable water trench backfill density test Approximate location of sanitary sewer trench backfill density test Approximate location of joint trench backfill density test Approximate location of storm drain trench backfill density test W-67 SS-185 JT-39 SD-224 Approximate location of gas line density testG-23 WB-179WB-237WB-236WB-235WB-167WB-178WB-176WB-174WB-177 WB-168WB-175 WB-170WB-173WB-172 WB-171 WB-169 WB-217 WB-218 WB-219WB-222 WB-220WB-221 WB-223WB-227 WB-224 WB-229 WB-226 WB-232 WB-225 WB-234WB-230 WB-228 WB-233WB-231 WB-187 WB-188 WB-202 WB-186 WB-199 WB-193 WB-207 WB-203WB-204 WB-211 WB-185 WB-201 WB-212WB-194 WB-209 WB-192WB-198 WB-183WB-196 WB-208 WB-182 WB-216 WB-200WB-191WB-214WB-213 WB-205 WB-215 WB-210 WB-206 WB-195 WB-181 WB-180WB-197WB-184 WB-190 WB-189 WB-158 WB-160 WB-129 WB-145 WB-147 WB-164 WB-165 WB-133 WB-124 WB-122 WB-159 WB-149 WB-156 WB-161 WB-148WB-125 WB-131 WB-146 WB-157 WB-150 WB-130WB-166WB-132 WB-123 WB-144 WB-152WB-142WB-135 WB-139 WB-127 WB-155 WB-163 WB-137WB-134 WB-141 WB-153 WB-136 WB-126 WB-151 WB-162 WB-142 WB-143WB-138 WB-154 WB-128 WB-140 FIGURE NUMBER PROJECT NUMBER PROJECT NAME DOCUMENT NUMBER ENGINEERS AND GEOLOGISTS GROUP DELTA CONSULTANTS, INC. 9245 ACTIVITY ROAD, SUITE 103 SAN DIEGO, CA 92126 (858) 536-1000 Lennar - Poinsettia 61 Test Location Plan Wall Backfill C-3a SD18-0113 SD412B Approximate location of wall backfill density testWB-244 40'0 40'120'80' EXPLANATION WB-30 WB-34 WB-31 WB-32 WB-28WB-35 WB-33 WB-39 WB-37 WB-36 WB-38 WB-42 WB-44 WB-43 WB-103 WB-100 WB-106 WB-107 WB-108 WB-116 WB-115 WB-105 WB-118WB-112 WB-113 WB-99 WB-102 WB-98 WB-110WB-111WB-121 WB-119 WB-114 WB-117WB-104 WB-101 WB-120 WB-109 WB-67 WB-71 WB-61 WB-68 WB-70 WB-65 WB-63 WB-66 WB-72 WB-60 WB-62 WB-59 WB-69 WB-73 WB-56 WB-54 WB-55WB-58WB-57WB-64 WB-25 WB-17WB-19WB-22 WB-16WB-24WB-15WB-18 WB-21WB-14WB-23 WB-20 FIGURE NUMBER PROJECT NUMBER PROJECT NAME DOCUMENT NUMBER ENGINEERS AND GEOLOGISTS GROUP DELTA CONSULTANTS, INC. 9245 ACTIVITY ROAD, SUITE 103 SAN DIEGO, CA 92126 (858) 536-1000 Lennar - Poinsettia 61 C-3b SD18-0113 SD412B WB-26 WB-27 Test Location Plan Wall Backfill Approximate location of wall backfill density testWB-244 EXPLANATION WB-86 WB-83 WB-81 WB-74WB-92WB-79WB-87 WB-75WB-95 WB-84 WB-90 WB-78WB-80 WB-94WB-97 WB-89 WB-93WB-77 WB-88 WB-82WB-85WB-76 WB-96 WB-91 WB-13 WB-11 WB-8 WB-7WB-12 WB-6 WB-2 WB-4WB-10 WB-9 WB-51 WB-52 WB-48WB-47 WB-46 WB-50 WB-45 WB-53 WB-49 WB-41WB-40WB-39WB-1 WB-3WB-5 FIGURE NUMBER PROJECT NUMBER PROJECT NAME DOCUMENT NUMBER ENGINEERS AND GEOLOGISTS GROUP DELTA CONSULTANTS, INC. 9245 ACTIVITY ROAD, SUITE 103 SAN DIEGO, CA 92126 (858) 536-1000 Lennar - Poinsettia 61 C-3c SD18-0113 SD412B Approximate location of wall backfill density testWB-244 EXPLANATION Test Location Plan Wall Backfill FIELD DENSITY TEST RESULTS Grading 1 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] 1 08/27/18 Lot 6 (HOA)223 1 11.9 112.7 120.0 94 90 NU 2 08/27/18 Lot 6 (HOA)221 1 11.4 114.8 120.0 96 90 NU 3 08/27/18 Lot 6 (HOA)219 1 13.0 109.7 120.0 91 90 NU 4 08/27/18 Lot 6 (HOA)217 1 13.6 110.6 120.0 92 90 NU 5 08/27/18 Lot 6 (HOA)217 1 11.9 111.1 120.0 93 90 NU 6 08/28/18 Lot 6 (HOA)224 1 12.4 111.9 120.0 93 90 NU 7 08/28/18 Lot 6 (HOA)225 1 12.7 112.4 120.0 94 90 NU 8 08/28/18 Lot 6 (HOA)222 1 12.2 110.6 120.0 92 90 NU 9 08/28/18 Lot 6 (HOA)223 1 12.2 110.0 120.0 92 90 NU 10 08/28/18 Lot 6 (HOA)220 1 11.8 111.8 120.0 93 90 NU 11 08/28/18 Lot 6 (HOA) West 219 1 11.9 111.7 120.0 93 90 NU 12 08/28/18 Lot 6 (HOA) West 220 1 11.4 113.6 120.0 95 90 NU 13 08/28/18 Lot 6 (HOA) West 222 1 13.0 109.7 120.0 91 90 NU 14 08/29/18 Lot 6 (HOA) West 219 1 13.2 110.6 120.0 92 90 NU 15 08/29/18 Lot 6 (HOA) West 221 1 11.9 110.1 120.0 92 90 NU 16 08/29/18 Lot 6 (HOA) West 220 3 15.4 103.7 114.6 90 90 NU 17 08/29/18 Lot 6 (HOA) West 222 3 16.6 104.5 114.6 91 90 NU 18 08/29/18 Lot 6 (HOA) West 219 3 14.3 105.9 114.6 92 90 NU 19 08/29/18 Lot 6 (HOA) West 220 3 14.5 105.0 114.6 92 90 NU 20 08/29/18 Lot 6 (HOA) West 223 2 11.9 110.6 122.9 90 90 NU 21 08/29/18 Lot 6 (HOA) West 224 3 14.3 106.4 114.6 93 90 NU 22 08/29/18 Lot 6 (HOA) West 224 3 12.5 107.4 114.6 94 90 NU 23 08/29/18 Lot 6 (HOA) West 226 3 12.6 107.8 114.6 94 90 NU 24 08/29/18 Lot 6 (HOA) West 225 2 12.3 113.0 122.9 92 90 NU 25 08/29/18 Lot 6 (HOA) West 226 2 11.9 116.3 122.9 95 90 NU 26 08/30/18 Lot 6 (HOA) West 225 4 11.7 108.4 119.0 91 90 NU 27 08/30/18 Lot 6 (HOA) West 226 4 12.1 109.3 119.0 92 90 NU 28 08/30/18 Lot 6 (HOA) West 227 4 11.3 109.7 119.0 92 90 NU 29 09/04/18 Biofiltration Basin 1-1 225 4 11.5 109.7 119.0 92 90 NU 30 09/04/18 Biofiltration Basin 1-1 223 3 11.8 104.7 114.6 91 90 NU 31 09/04/18 Lot 29 229 3 16.7 104.2 114.6 91 90 NU 32 09/04/18 Lot 32 227 4 11.1 108.7 119.0 91 90 NU 33 09/04/18 Lot 17 230 4 12.2 111.4 119.0 94 90 NU 34 09/04/18 Lot 20 229 3 11.7 104.4 114.6 91 90 NU 35 09/05/18 Slope below BMP 2-1 202 3 10.7 106.9 114.6 93 90 NU 36 09/05/18 Lot2 238 3 11.6 104.6 114.6 91 90 NU 37 09/05/18 Lot7 237 3 12.8 105.9 114.6 92 90 NU 38 09/05/18 Lot 15 235 4 11.2 112.2 119.0 94 90 NU 39 09/05/18 Lot 19 235 4 12.9 108.3 119.0 91 90 NU 40 09/05/18 Biofiltration Basin 1-1 236 3 11.5 105.7 114.6 92 90 NU 41 09/06/18 Slope below BMP 2-1 Bridge Cone 204 3 14.9 108.6 114.6 95 95 NU 42 09/06/18 Slope below BMP 2-1 210 3 12.3 106.3 114.6 93 90 NU 43 09/06/18 Slope below BMP 2-1 206 3 12.2 107.4 114.6 94 90 NU 44 09/06/18 Slope below BMP 2-1 208 3 11.2 106.4 114.6 93 90 NU 45 09/06/18 Slope below BMP 2-1 212 3 7.3 101.4 114.6 88 90 49 NU 46 09/06/18 Slope below BMP 2-1 Bridge Cone 214 3 5.8 102.2 114.6 89 95 50 NU 47 09/07/18 Aisle E 238 2 11.7 114.0 122.9 93 90 NU 48 09/07/18 Lot 6 237 2 13.8 111.0 122.9 90 90 NU 49 09/10/18 Retest of 45 212 3 12.9 108.7 114.6 95 95 NU 50 09/10/18 Retest of 46 214 3 13.3 110.5 114.6 96 95 NU DENSITY TEST RESULTS Grading 2 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 51 09/10/18 Fill Lot 6 227 3 14.0 104.3 114.6 91 90 NU 52 09/10/18 Fill Lot 6 229 3 13.7 104.8 114.6 91 90 NU 53 09/10/18 Fill Lot 6 227 1 13.0 110.2 120.0 92 90 NU 54 09/10/18 Fill Lot 6 229 1 13.1 109.7 120.0 91 90 NU 55 09/10/18 Fill Lot 6 230 1 12.7 109.3 120.0 91 90 NU 56 09/10/18 Fill Lot 6 231 1 12.6 109.0 120.0 91 90 NU 57 09/10/18 Fill Lot 6 230 2 12.0 113.1 122.9 92 90 NU 58 09/10/18 Fill Lot 6 231 2 12.3 112.7 122.9 92 90 NU 59 09/11/18 Canyon East 196 1 13.1 109.6 120.0 91 90 NU 60 09/11/18 Canyon East 198 1 12.7 110.4 120.0 92 90 NU 61 09/11/18 Canyon East 199 1 13.0 109.4 120.0 91 90 NU 62 09/11/18 Canyon East 200 1 13.2 109.1 120.0 91 90 NU 63 09/11/18 Canyon East 201 2 12.1 111.8 122.9 91 90 NU 64 09/11/18 Canyon East 203 2 11.9 112.7 122.9 92 90 NU 65 09/11/18 Canyon East 204 2 12.9 110.9 122.9 90 90 NU 66 09/11/18 Canyon East 206 2 13.1 111.5 122.9 91 90 NU 67 09/11/18 Canyon East 205 2 12.1 113.1 122.9 92 90 NU 68 09/11/18 Canyon East 206 2 12.3 112.7 122.9 92 90 NU 69 09/12/18 Canyon East 208 4 10.7 108.6 119.0 91 90 NU 70 09/12/18 Canyon East 209 4 11.3 107.6 119.0 90 90 NU 71 09/12/18 Canyon East 208 4 11.5 108.8 119.0 91 90 NU 72 09/12/18 Canyon East 209 4 11.0 107.5 119.0 90 90 NU 73 09/12/18 Canyon East 211 5 14.3 105.7 115.8 91 90 NU 74 09/12/18 Canyon East 212 5 13.9 104.9 115.8 91 90 NU 75 09/13/18 Canyon East 212 5 13.2 106.2 115.8 92 90 NU 76 09/13/18 Canyon East 213 5 13.3 105.6 115.8 91 90 NU 77 09/13/18 Canyon East 212 5 13.6 104.7 115.8 90 90 NU 78 09/13/18 Canyon East 213 5 13.2 105.3 115.8 91 90 NU 79 09/13/18 Canyon East 215 5 13.7 105.6 115.8 91 90 NU 80 09/13/18 Canyon East 216 5 13.3 106.0 115.8 92 90 NU 81 09/14/18 Canyon East 200 5 13.2 105.8 115.8 91 90 NU 82 09/14/18 Canyon East 204 5 13.2 105.3 115.8 91 90 NU 83 09/14/18 Canyon East 203 5 13.7 106.4 115.8 92 90 NU 84 09/14/18 Canyon East 205 5 13.3 105.9 115.8 91 90 NU 85 09/14/18 Canyon East 207 5 13.0 104.9 115.8 91 90 NU 86 09/14/18 Canyon East 209 5 13.3 104.3 115.8 90 90 NU 87 09/14/18 Canyon East 213 5 13.9 105.0 115.8 91 90 NU 88 09/14/18 Canyon East 215 5 13.7 104.8 115.8 91 90 NU 89 09/14/18 Canyon East 212 3 13.6 104.4 114.6 91 90 NU 90 09/14/18 Canyon East 215 3 13.5 104.7 114.6 91 90 NU 91 09/14/18 Canyon East 218 3 14.3 105.4 114.6 92 90 NU 92 09/14/18 Canyon East 220 3 14.8 105.0 114.6 92 90 NU 93 09/17/18 Canyon East 221 1 13.6 110.9 120.0 92 90 NU 94 09/17/18 Canyon East 222 1 13.3 110.6 120.0 92 90 NU 95 09/17/18 Canyon East 220 1 12.8 109.5 120.0 91 90 NU 96 09/17/18 Canyon East 222 1 12.3 111.0 120.0 93 90 NU 97 09/17/18 Canyon East 223 1 12.4 109.9 120.0 92 90 NU 98 09/17/18 Canyon East 224 1 12.9 110.2 120.0 92 90 NU 99 09/17/18 Canyon East 220 1 12.9 107.5 120.0 90 90 NU 100 09/17/18 Canyon East 222 1 13.3 108.6 120.0 91 90 NU Grading 3 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 101 09/18/18 Canyon East 212 1 11.7 112.6 120.0 94 90 NU 102 09/18/18 Canyon East 214 1 12.0 112.4 120.0 94 90 NU 103 09/18/18 Canyon East 217 1 11.7 110.5 120.0 92 90 NU 104 09/18/18 Canyon East 219 1 11.9 109.9 120.0 92 90 NU 105 09/18/18 Canyon East 225 4 10.8 109.7 119.0 92 90 NU 106 09/18/18 Canyon East 227 4 11.1 108.6 119.0 91 90 NU 107 09/18/18 Canyon East 221 4 11.6 108.4 119.0 91 90 NU 108 09/18/18 Canyon East 223 4 11.3 108.3 119.0 91 90 NU 109 09/18/18 Canyon East 225 5 13.3 106.3 115.8 92 90 NU 110 09/18/18 Canyon East 226 5 13.6 105.7 115.8 91 90 NU 111 09/18/18 Canyon East 198 5 14.1 105.6 115.8 91 90 NU 112 09/18/18 Canyon East 200 5 13.7 104.8 115.8 91 90 NU 113 09/18/18 Canyon East 203 5 14.4 106.7 115.8 92 90 NU 114 09/18/18 Canyon East 205 5 14.0 106.5 115.8 92 90 NU 115 09/19/18 Canyon East 207 5 14.3 106.1 115.8 92 90 NU 116 09/19/18 Canyon East 215 4 12.3 110.8 119.0 93 90 NU 117 09/19/18 Canyon East 216 4 11.8 109.7 119.0 92 90 NU 118 09/19/18 Canyon East 219 4 11.4 109.5 119.0 92 90 NU 119 09/19/18 Canyon East Artesia 220 1 12.1 108.9 120.0 91 90 NU 120 09/19/18 Canyon East Artisea 222 1 11.7 108.7 120.0 91 90 NU 121 09/19/18 Canyon East Artesia 218 5 15.2 105.2 115.8 91 90 NU 122 09/19/18 Lot 84 220 5 14.7 105.7 115.8 91 90 NU 123 09/20/18 Lot 85 221 5 15.0 106.2 115.8 92 90 NU 124 09/20/18 Lot 85 223 5 14.8 106.4 115.8 92 90 NU 125 09/20/18 East Canyon 218 5 15.2 107.2 115.8 93 90 NU 126 09/20/18 Lot 104 220 5 14.4 106.1 115.8 92 90 NU 127 09/20/18 Lot 104 222 5 13.4 106.2 115.8 92 90 NU 128 09/20/18 Lot 104 224 5 14.8 107.3 115.8 93 90 NU 129 09/20/18 Canyon East Lot 103 223 5 12.9 106.4 115.8 92 90 NU 130 09/20/18 Canyon East Lot 101 225 5 13.3 105.9 115.8 91 90 NU 131 09/21/18 East Bridge Abutment 188 6 13.3 111.8 116.7 96 95 NU 132 09/21/18 East Bridge Abutment 189 6 13.7 112.7 116.7 97 95 NU 133 09/21/18 East Bridge Abutment 190 6 14.1 111.1 116.7 95 95 NU 134 09/21/18 East Bridge Abutment 192 6 13.6 111.8 116.7 96 95 NU 135 09/21/18 East Bridge Abutment 193 6 13.6 112.4 116.7 96 95 NU 136 09/21/18 East Bridge Abutment 195 6 12.9 112.1 116.7 96 95 NU 137 09/24/18 East Bridge Abutment 194 6 12.4 110.9 116.7 95 95 NU 138 09/24/18 East Bridge Abutment 195 6 12.9 112.4 116.7 96 95 NU 139 09/24/18 East Bridge Abutment 196 6 12.7 111.3 116.7 95 95 NU 140 09/24/18 East Bridge Abutment 196 6 13.0 111.9 116.7 96 95 NU 141 09/24/18 East Bridge Abutment 197 6 13.2 109.0 116.7 93 95 142 NU 142 09/24/18 East Bridge Abutment 197 6 13.0 111.2 116.7 95 95 NU 143 09/24/18 East Bridge Abutment 198 6 12.8 112.6 116.7 96 95 NU 144 09/24/18 East Bridge Abutment 198 6 13.0 112.0 116.7 96 95 NU 145 09/25/18 East Bridge Abutment 195 6 13.4 111.4 116.7 95 95 NU 146 09/25/18 East Bridge Abutment 196 6 12.9 111.9 116.7 96 95 NU 147 09/25/18 East Bridge Abutment 198 6 13.1 111.5 116.7 96 95 NU 148 09/25/18 East Bridge Abutment 199 6 13.0 111.0 116.7 95 95 NU 149 09/25/18 East Bridge Abutment 199 6 12.5 112.1 116.7 96 95 NU 150 09/25/18 East Bridge Abutment 200 6 12.8 112.4 116.7 96 95 NU Grading 4 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 151 09/25/18 East Bridge Abutment 201 3 15.1 109.8 114.6 96 95 NU 152 09/25/18 East Bridge Abutment 203 3 14.7 109.2 114.6 95 95 NU 153 09/26/18 East Bridge Abutment 200 5 13.9 113.5 115.8 98 95 NU 154 09/26/18 East Bridge Abutment 201 5 13.6 112.0 115.8 97 95 NU 155 09/26/18 East Bridge Abutment 202 5 13.8 112.2 115.8 97 95 NU 156 09/26/18 East Bridge Abutment 203 5 14.5 110.8 115.8 96 95 NU 157 09/26/18 East Bridge Abutment 205 3 15.3 109.9 114.6 96 95 NU 158 09/26/18 East Bridge Abutment 206 3 15.7 109.3 114.6 95 95 NU 159 09/26/18 East Bridge Abutment 207 3 14.5 110.2 114.6 96 95 NU 160 09/26/18 East Bridge Abutment 208 3 14.9 110.4 114.6 96 95 NU 161 09/26/18 East Bridge Abutment 209 3 14.0 111.6 114.6 97 95 NU 162 09/26/18 East Bridge Abutment 210 3 13.7 111.0 114.6 97 95 NU 163 09/27/18 East Bridge Abutment 211 3 15.1 109.3 114.6 95 90 NU 164 09/27/18 East Bridge Abutment 212 3 15.5 109.0 114.6 95 95 NU 165 09/27/18 East Bridge Abutment 213 3 14.9 109.6 114.6 96 95 NU 166 09/27/18 East Bridge Abutment 214 3 14.1 109.3 114.6 95 95 NU 167 09/27/18 East Bridge Abutment 215 3 13.7 109.7 114.6 96 95 NU 168 09/27/18 East Bridge Abutment 216 3 13.4 110.1 114.6 96 95 NU 169 09/27/18 East Bridge Abutment 217 3 13.6 109.7 114.6 96 95 NU 170 09/27/18 East Bridge Abutment 217 3 13.2 111.3 114.6 97 95 NU 171 09/27/18 East Bridge Abutment 218 3 14.0 110.8 114.6 97 95 NU 172 09/28/18 East Bridge Abutment 219 3 13.5 109.3 114.6 95 95 NU 173 09/28/18 East Bridge Abutment 219 3 13.4 110.4 114.6 96 95 NU 174 09/28/18 East Bridge Abutment 220 3 14.4 109.6 114.6 96 95 NU 175 09/28/18 East Bridge Abutment 221 3 13.9 110.3 114.6 96 95 NU 176 09/28/18 East Bridge Abutment 221 3 14.6 109.0 114.6 95 95 NU 177 09/28/18 Southeast by Wall D 214 5 13.0 104.3 115.8 90 90 NU 178 09/28/18 Southeast by Wall D 216 5 13.3 105.1 115.8 91 90 NU 179 09/28/18 Southeast by Wall D 217 5 13.2 104.6 115.8 90 90 NU 180 09/28/18 Southeast by Wall D 216 5 13.4 103.9 115.8 90 90 NU 181 09/28/18 East Bridge Abutment 224 3 13.4 109.8 114.6 96 95 NU 182 09/28/18 East Bridge Abutment 224 3 13.6 108.8 114.6 95 95 NU 183 09/28/18 East Bridge Abutment 224 3 13.5 110.2 114.6 96 95 NU 184 10/01/18 East Bridge Abutment 226 6 12.2 111.4 116.7 95 95 NU 185 10/01/18 East Bridge Abutment 228 6 12.8 110.9 116.7 95 95 NU 186 10/01/18 East Bridge Abutment 230 6 13.3 111.9 116.7 96 95 NU 187 10/01/18 East Bridge Abutment 232 6 14.1 112.3 116.7 96 95 NU 188 10/01/18 East Bridge Abutment 232 6 13.9 111.5 116.7 96 95 NU 189 10/01/18 East Bridge Abutment 233 6 9.8 109.3 116.7 94 95 190 NU 190 10/01/18 Retest of 189 233 6 13.5 111.0 116.7 95 95 NU 191 10/01/18 East Bridge Abutment 234 6 14.1 111.7 116.7 96 95 NU 192 10/01/18 East Bridge Abutment 235 6 14.0 112.2 116.7 96 95 NU 193 10/02/18 Biofiltration Basin 2-1 217 6 13.3 105.0 116.7 90 90 NU 194 10/02/18 Biofiltration Basin 2-1 218 6 13.0 106.5 116.7 91 90 NU 195 10/02/18 Biofiltration Basin 2-1 219 6 12.8 105.8 116.7 91 90 NU 196 10/02/18 Biofiltration Basin 2-1 220 6 13.4 106.0 116.7 91 90 NU 197 10/02/18 Biofiltration Basin 2-1 221 6 12.9 105.6 116.7 90 90 NU 198 10/02/18 Biofiltration Basin 2-1 222 6 13.3 106.2 116.7 91 90 NU 199 10/02/18 West Bridge Abutment 215 6 12.7 111.0 116.7 95 95 NU 200 10/02/18 West Bridge Abutment 216 6 13.3 111.6 116.7 96 95 NU Grading 5 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 201 10/03/18 East Canyon by Wall C2 215 3 14.2 105.4 114.6 92 90 NU 202 10/03/18 East Canyon by Wall C2 217 3 13.9 106.0 114.6 92 90 NU 203 10/03/18 East Canyon by Wall C2 219 3 13.6 105.7 114.6 92 90 NU 204 10/03/18 East Canyon by Wall C2 220 3 13.7 105.2 114.6 92 90 NU 205 10/03/18 East Canyon by Basin 4-1 205 6 12.9 106.3 116.7 91 90 NU 206 10/03/18 East Canyon by Basin 4-1 206 6 12.8 106.0 116.7 91 90 NU 207 10/03/18 East Canyon by Basin 4-1 208 6 13.5 107.4 116.7 92 90 NU 208 10/03/18 East Canyon by Basin 4-1 210 6 13.1 106.9 116.7 92 90 NU 209 10/03/18 East Canyon by Basin 4-1 213 6 12.6 106.1 116.7 91 90 NU 210 10/03/18 East Canyon by Basin 4-1 216 6 12.6 105.8 116.7 91 90 NU 211 10/04/18 West Bridge Abutment 218 7 12.3 112.3 118.4 95 95 NU 212 10/04/18 West Bridge Abutment 220 7 11.8 113.0 118.4 95 95 NU 213 10/04/18 Biofiltration Basin 2-1 222 7 12.0 108.3 118.4 91 90 NU 214 10/04/18 Biofiltration Basin 2-1 223 7 12.3 108.6 118.4 92 90 NU 215 10/04/18 Biofiltration Basin 2-1 224 7 11.9 107.8 118.4 91 90 NU 216 10/04/18 Biofiltration Basin 2-1 225 7 12.1 108.3 118.4 91 90 NU 217 10/04/18 Biofiltration Basin 2-1 221 8 13.8 105.2 115.0 91 90 NU 218 10/04/18 Biofiltration Basin 2-1 222 8 14.3 106.0 115.0 92 90 NU 219 10/04/18 Biofiltration Basin 2-1 224 8 14.0 106.3 115.0 92 90 NU 220 10/04/18 Biofiltration Basin 2-1 225 8 13.9 106.7 115.0 93 90 NU 221 10/04/18 West Bridge Abutment 221 8 13.7 110.8 115.0 96 95 NU 222 10/04/18 West Bridge Abutment 222 8 14.2 110.4 115.0 96 95 NU 223 10/05/18 Artemisia Ct 223 8 13.9 106.2 115.0 92 90 NU 224 10/05/18 Lot 85 224 8 14.1 105.7 115.0 92 90 NU 225 10/05/18 Lot 86 226 8 14.4 105.2 115.0 91 90 NU 226 10/05/18 Lot 84 227 8 14.3 104.3 115.0 91 90 NU 227 10/05/18 Agave Cir 225 8 13.6 103.9 115.0 90 90 NU 228 10/05/18 Lot 90 227 8 13.9 104.4 115.0 91 90 NU 229 10/05/18 Lot 100 225 8 14.0 104.0 115.0 90 90 NU 230 10/05/18 Lot 104 226 8 14.0 104.7 115.0 91 90 NU 231 10/05/18 Biofiltration Basin 4-1 220 6 13.0 106.2 116.7 91 90 NU 232 10/05/18 Biofiltration Basin 4-1 223 6 12.8 105.9 116.7 91 90 NU 233 10/05/18 East Poinsettia fill 216 6 13.4 106.7 116.7 91 90 NU 234 10/05/18 East Poinsettia fill 218 6 13.3 106.3 116.7 91 90 NU 235 10/05/18 East Poinsettia fill 220 6 12.5 105.5 116.7 90 90 NU 236 10/05/18 East Poinsettia fill 222 6 12.8 105.7 116.7 91 90 NU 237 10/05/18 East Poinsettia fill 223 6 13.7 106.3 116.7 91 90 NU 238 10/05/18 East Poinsettia fill 224 6 14.1 106.1 116.7 91 90 NU 239 10/05/18 East Poinsettia fill 225 6 13.4 107.3 116.7 92 90 NU 240 10/05/18 East Poinsettia fill 224 6 12.4 106.8 116.7 92 90 NU 241 10/05/18 East Poinsettia fill 225 6 12.7 106.1 116.7 91 90 NU 242 10/09/18 East Poinsettia fill 226 6 12.5 106.0 116.7 91 90 NU 243 10/09/18 East Poinsettia fill 227 6 12.9 107.7 116.7 92 90 NU 244 10/09/18 East Poinsettia fill 227 6 13.3 106.9 116.7 92 90 NU 245 10/09/18 East Poinsettia fill 228 6 12.9 107.3 116.7 92 90 NU 246 10/09/18 East Poinsettia fill 227 6 13.5 106.4 116.7 91 90 NU 247 10/09/18 East Poinsettia fill 228 6 13.2 106.6 116.7 91 90 NU 248 10/10/18 Lot 110 219 6 13.5 105.4 116.7 90 90 NU 249 10/10/18 Rec Area 1 221 6 13.0 105.8 116.7 91 90 NU 250 10/10/18 East Canyon fill 223 6 12.7 106.3 116.7 91 90 NU Grading 6 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 251 10/10/18 Lot110 225 6 13.3 106.4 116.7 91 90 NU 252 10/10/18 Rec Area 1 224 6 13.1 105.9 116.7 91 90 NU 253 10/10/18 Rec Area 1 226 6 12.8 105.8 116.7 91 90 NU 254 10/10/18 Lot 79 227 6 12.4 106.4 116.7 91 90 NU 255 10/10/18 Lot 83 228 6 12.7 105.6 116.7 90 90 NU 256 10/10/18 Artemisia Ct 227 6 13.1 106.0 116.7 91 90 NU 257 10/10/18 Artemisia Ct 228 6 13.0 106.7 116.7 91 90 NU 258 10/11/18 Aisle U 229 9 10.9 109.3 119.5 91 90 NU 259 10/11/18 Lot83 230 9 11.2 108.9 119.5 91 90 NU 260 10/11/18 Lot 109 229 9 10.6 108.1 119.5 90 90 NU 261 10/11/18 Rec Area 1 230 9 10.8 108.6 119.5 91 90 NU 262 10/11/18 Lot 84 231 9 11.4 109.3 119.5 91 90 NU 263 10/11/18 Artemisia Ct 233 9 11.0 109.7 119.5 92 90 NU 264 10/11/18 Rec Area 1 231 9 10.9 108.5 119.5 91 90 NU 265 10/11/18 Rec Area 1 233 9 10.9 108.0 119.5 90 90 NU 266 10/11/18 Lot 105 230 9 11.6 107.7 119.5 90 90 NU 267 10/11/18 Lot 106 232 9 11.0 107.9 119.5 90 90 NU 268 10/11/18 Along Wall F 226 7 12.6 106.7 118.4 90 90 NU 269 10/11/18 Along Wall F 228 7 12.4 107.3 118.4 91 90 NU 270 10/11/18 Along Wall F 230 7 12.0 107.9 118.4 91 90 NU 271 10/11/18 Along Wall F 233 7 11.7 107.6 118.4 91 90 NU 272 10/11/18 Lot 3 230 2 12.0 111.2 122.9 90 90 NU 273 10/11/18 Lot 3 233 2 12.3 110.9 122.9 90 90 NU 274 10/12/18 Along Wall F 230 3 14.2 104.7 114.6 91 90 NU 275 10/12/18 Along Wall F 232 3 13.7 104.4 114.6 91 90 NU 276 10/12/18 Along Wall F 234 3 13.9 103.9 114.6 91 90 NU 277 10/12/18 Along Wall F 235 3 13.5 103.5 114.6 90 90 NU 278 10/12/18 Lot 3 235 7 12.3 107.3 118.4 91 90 NU 279 10/12/18 Lot 3 237 7 12.3 106.7 118.4 90 90 NU 280 10/12/18 Along Wall F 236 7 12.8 107.0 118.4 90 90 NU 281 10/12/18 Along Wall F 238 7 12.4 107.9 118.4 91 90 NU 282 10/12/18 Along Wall F 236 7 11.9 108.4 118.4 92 90 NU 283 10/12/18 Along Wall F 238 7 12.5 108.6 118.4 92 90 NU 284 10/15/18 Lot 93 230 8 13.4 106.5 115.0 93 90 NU 285 10/15/18 Lot 93 232 8 13.7 105.4 115.0 92 90 NU 286 10/15/18 Lot 95 233 8 13.8 104.3 115.0 91 90 NU 287 10/15/18 Lot 96 234 8 14.2 105.0 115.0 91 90 NU 288 10/15/18 Lot 101 234 8 14.7 104.8 115.0 91 90 NU 289 10/15/18 Lot 100 235 8 14.5 105.2 115.0 91 90 NU 290 10/15/18 Lot 104 236 8 13.7 104.1 115.0 91 90 NU 291 10/15/18 Lot 103 238 8 13.8 104.4 115.0 91 90 NU 292 10/15/18 Lot 92 237 8 14.6 103.8 115.0 90 90 NU 293 10/15/18 Agave Cir 238 8 14.2 104.1 115.0 91 90 NU 294 10/15/18 Along Wall F 237 10 14.4 103.8 114.0 91 90 NU 295 10/15/18 Along Wall F 238 10 14.7 104.1 114.0 91 90 NU 296 10/15/18 Along Wall F 239 10 14.3 103.6 114.0 91 90 NU 297 10/15/18 Along Wall F 240 10 14.4 103.0 114.0 90 90 NU 298 10/16/18 Lot 3 241 11 14.7 105.3 115.4 91 90 NU 299 10/16/18 Along Wall F 242 11 15.2 104.9 115.4 91 90 NU 300 10/16/18 Along Wall F 241 11 15.4 105.5 115.4 91 90 NU Grading 7 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 301 10/16/18 Along Wall F 242 11 15.6 105.7 115.4 92 90 NU 302 10/16/18 Lot 93 239 8 13.1 104.0 115.0 90 90 NU 303 10/16/18 Lot 94 241 8 13.9 104.6 115.0 91 90 NU 304 10/16/18 Agave Cir 239 8 14.1 105.2 115.0 91 90 NU 305 10/16/18 Lot 91 241 8 13.8 104.9 115.0 91 90 NU 306 10/17/18 Lot 3 240 10 15.2 103.6 114.0 91 90 NU 307 10/17/18 Lot 5 243 10 14.8 103.3 114.0 91 90 NU 308 10/17/18 Lot 21 237 10 15.7 102.8 114.0 90 90 NU 309 10/17/18 Lot 19 239 10 15.5 103.4 114.0 91 90 NU 310 10/17/18 Lot 27 240 10 14.6 104.1 114.0 91 90 NU 311 10/17/18 Lot24 242 10 14.8 104.8 114.0 92 90 NU 312 10/18/18 Lot 93 242 9 11.3 108.2 119.5 91 90 NU 313 10/18/18 Lot 94 243 9 10.9 108.6 119.5 91 90 NU 314 10/18/18 Agave Cir 338 9 10.9 107.7 119.5 90 90 NU 315 10/18/18 Agave Cir 240 9 10.7 108.0 119.5 90 90 NU 316 10/18/18 Lot 97 241 9 11.8 108.9 119.5 91 90 NU 317 10/18/18 Lot 95 243 9 11.4 109.3 119.5 91 90 NU 318 10/18/18 Lot 93 245 8 14.2 105.8 115.0 92 90 NU 319 10/18/18 Lot 94 247 8 13.9 105.1 115.0 91 90 NU 320 10/18/18 Lot 97 245 8 14.8 104.9 115.0 91 90 NU 321 10/18/18 Lot 99 247 8 14.6 104.8 115.0 91 90 NU 322 10/18/18 Lot 4 (HOA)237 8 14.0 105.6 115.0 92 90 NU 323 10/18/18 Lot 4 (HOA)239 8 13.7 106.2 115.0 92 90 NU 324 10/19/18 Lot 92 239 8 14.1 105.2 115.0 91 90 NU 325 10/19/18 Lot 89 243 8 13.8 105.6 115.0 92 90 NU 326 10/19/18 Lot 101 245 8 13.5 104.9 115.0 91 90 NU 327 10/19/18 Lot 90 246 8 14.4 105.2 115.0 91 90 NU 328 10/19/18 Lot 96 244 8 14.0 106.4 115.0 93 90 NU 329 10/19/18 Lot 97 246 8 13.8 105.9 115.0 92 90 NU 330 10/19/18 Agave Cir 243 8 13.8 105.3 115.0 92 90 NU 331 10/19/18 Agave Cir 246 8 14.3 105.0 115.0 91 90 NU 332 10/19/18 Lot 93 246 8 14.0 106.1 115.0 92 90 NU 333 10/19/18 Lot 93 247 8 13.7 106.7 115.0 93 90 NU 334 10/22/18 Lot 4 244 10 14.8 104.7 114.0 92 90 NU 335 10/22/18 Lot 7 246 10 14.6 104.3 114.0 91 90 NU 336 10/22/18 Lot 21 240 10 15.3 104.4 114.0 92 90 NU 337 10/22/18 Lot 18 242 10 15.1 105.2 114.0 92 90 NU 338 10/22/18 Lot 16 244 10 14.6 104.7 114.0 92 90 NU 339 10/22/18 Lot 14 246 10 14.8 104.1 114.0 91 90 NU 340 10/22/18 Above Wall E 247 3 13.7 103.9 114.6 91 90 NU 341 10/22/18 Above Wall E 249 3 13.5 103.6 114.6 90 90 NU 342 10/22/18 Lot 28 237 3 14.4 104.7 114.6 91 90 NU 343 10/22/18 Lot 30 238 3 13.9 104.4 114.6 91 90 NU 344 10/22/18 Above Wall E 250 12 14.1 105.6 115.3 92 90 NU 345 10/22/18 Above Wall E 252 12 13.9 105.0 115.3 91 90 NU 346 10/22/18 East Poinsettia fill 230 12 14.4 105.3 115.3 91 90 NU 347 10/22/18 East Poinsettia fill 232 12 14.7 104.7 115.3 91 90 NU 348 10/23/18 East Poinsettia fill 233 7 12.8 107.4 118.4 91 90 NU 349 10/23/18 East Poinsettia fill 235 7 13.0 106.9 118.4 90 90 NU 350 10/23/18 East Poinsettia fill 236 7 12.9 107.7 118.4 91 90 NU Grading 8 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 351 10/23/18 East Poinsettia fill 237 7 13.5 107.5 118.4 91 90 NU 352 10/24/18 East Poinsettia fill 238 10 15.2 104.5 114.0 92 90 NU 353 10/24/18 East Poinsettia fill 239 10 14.7 103.9 114.0 91 90 NU 354 10/24/18 East Poinsettia fill 240 10 15.5 103.7 114.0 91 90 NU 355 10/24/18 East Poinsettia fill 242 10 15.3 104.0 114.0 91 90 NU 356 10/24/18 East Poinsettia fill 243 10 14.3 103.6 114.0 91 90 NU 357 10/24/18 East Poinsettia fill 244 10 14.3 103.2 114.0 91 90 NU 358 10/24/18 East Poinsettia fill 245 10 14.4 102.8 114.0 90 90 NU 359 10/24/18 East Poinsettia fill 246 10 14.7 103.4 114.0 91 90 NU 360 10/24/18 Lot 107 230 10 14.4 104.2 114.0 91 90 NU 361 10/24/18 Artemisia Ct 231 10 14.6 104.7 114.0 92 90 NU 362 10/24/18 Lot 89 232 10 14.5 103.6 114.0 91 90 NU 363 10/24/18 Lot 88 234 10 15.7 103.0 114.0 90 90 NU 364 10/24/18 Lot106 236 10 14.3 103.3 114.0 91 90 NU 365 10/24/18 Lot 107 237 10 14.8 103.1 114.0 90 90 NU 366 10/25/18 Lot 34 238 12 13.6 104.6 115.3 91 90 NU 367 10/25/18 Lot 36 239 12 13.5 105.3 115.3 91 90 NU 368 10/25/18 Rec. Area 2 237 12 13.9 104.8 115.3 91 90 NU 369 10/25/18 Lot 37 238 12 13.5 104.9 115.3 91 90 NU 370 10/25/18 Lot 32 239 12 14.4 105.7 115.3 92 90 NU 371 10/25/18 lot 29 240 12 13.9 105.4 115.3 91 90 NU 372 10/25/18 Lot 35 239 12 13.7 104.2 115.3 90 90 NU 373 10/25/18 Rec. Area 2 240 12 13.7 104.6 115.3 91 90 NU 374 10/25/18 Lot 84 235 13 15.7 102.9 113.1 91 90 NU 375 10/25/18 Lot 83 236 13 15.4 102.7 113.1 91 90 NU 376 10/25/18 Lot 107 234 13 15.2 102.4 113.1 91 90 NU 377 10/25/18 Lot 85 235 13 15.5 101.9 113.1 90 90 NU 378 10/25/18 Agave Cir 236 13 15.1 103.4 113.1 91 90 NU 379 10/25/18 Agave Cir 237 13 15.3 104.0 113.1 92 90 NU 380 10/25/18 Basin 2-1 230 10 14.6 103.8 114.0 91 90 NU 381 10/25/18 Basin 2-1 231 10 14.3 104.0 114.0 91 90 NU 382 10/25/18 Basin 2-1 232 10 14.8 104.6 114.0 92 90 NU 383 10/25/18 Basin 2-1 233 10 14.7 104.1 114.0 91 90 NU 384 10/26/18 Lot 39 230 14 14.6 103.7 113.4 91 90 NU 385 10/26/18 Lot 51 231 14 15.0 103.4 113.4 91 90 NU 386 10/26/18 Lot 40 234 14 14.3 104.1 113.4 92 90 NU 387 10/26/18 Lot 51 236 14 14.3 103.7 113.4 91 90 NU 388 10/26/18 Lot 38 234 14 14.9 104.3 113.4 92 90 NU 389 10/26/18 Lot 39 235 14 14.6 104.2 113.4 92 90 NU 390 10/29/18 Lot 113 238 8 13.9 105.8 115.0 92 90 NU 391 10/29/18 Lot 112 238 8 14.8 103.9 115.0 90 90 NU 392 10/29/18 Lot 108 238 8 14.2 107.3 115.0 93 90 NU 393 10/29/18 Lot 120 240 8 13.9 104.2 115.0 91 90 NU 394 10/29/18 Lot 119 240 8 15.1 104.6 115.0 91 90 NU 395 10/30/18 Lot 50 238 8 14.6 104.4 115.0 91 90 NU 396 10/30/18 Lot 48 240 8 15.2 103.8 115.0 90 90 NU 397 10/30/18 Lot 51 239 8 14.3 104.7 115.0 91 90 NU 398 10/30/18 Lot 52 241 8 14.4 104.2 115.0 91 90 NU 399 10/30/18 Lot 45 241 8 13.9 105.1 115.0 91 90 NU 400 10/30/18 Lot 47 242 8 14.1 104.8 115.0 91 90 NU Grading 9 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 401 10/30/18 Lot 42 236 8 13.6 104.3 115.0 91 90 NU 402 10/30/18 Lot 40 238 8 14.0 104.9 115.0 91 90 NU 403 10/30/18 Lot 44 242 8 13.6 105.5 115.0 92 90 NU 404 10/30/18 Lot 45 243 8 13.8 105.0 115.0 91 90 NU 405 10/31/18 Lot 54 240 8 15.0 105.7 115.0 92 90 NU 406 10/31/18 Lot 55 242 8 14.7 105.5 115.0 92 90 NU 407 10/31/18 Lot 55 243 8 14.4 104.8 115.0 91 90 NU 408 10/31/18 Lot 56 244 8 14.6 105.0 115.0 91 90 NU 409 10/31/18 Lot 54 244 8 14.9 104.7 115.0 91 90 NU 410 10/31/18 Lot 56 245 8 14.5 104.1 115.0 91 90 NU 411 10/31/18 Lot 57 241 8 14.3 103.7 115.0 90 90 NU 412 10/31/18 Lot 59 242 8 14.3 104.2 115.0 91 90 NU 413 10/31/18 Lot 58 242 8 14.0 105.3 115.0 92 90 NU 414 10/31/18 Lot 61 243 8 13.8 104.7 115.0 91 90 NU 415 10/31/18 Lot 60 244 8 14.4 105.1 115.0 91 90 NU 416 10/31/18 Lot 62 245 8 14.0 104.9 115.0 91 90 NU 417 11/01/18 Lot 1 FPG 5 13.7 104.2 115.8 90 90 NU 418 11/01/18 Lot 2 FPG 5 13.2 105.0 115.8 91 90 NU 419 11/01/18 Lot 3 FPG 5 13.5 104.7 115.8 90 90 NU 420 11/01/18 Lot 4 FPG 7 13.3 108.6 118.4 92 90 NU 421 11/01/18 Lot 5 FPG 7 12.7 107.6 118.4 91 90 NU 422 11/01/18 Lot 6 FPG 7 12.9 108.2 118.4 91 90 NU 423 11/01/18 Lot 7 FPG 5 13.7 104.4 115.8 90 90 NU 424 11/01/18 Lot 8 FPG 5 14.6 104.6 115.8 90 90 NU 425 11/01/18 Lot 9 FPG 2 13.5 111.1 122.9 90 90 NU 426 11/01/18 Lot 10 FPG 2 13.7 111.7 122.9 91 90 NU 427 11/01/18 Lot 11 FPG 5 14.9 104.5 115.8 90 90 NU 428 11/01/18 Lot 12 FPG 5 14.4 104.6 115.8 90 90 NU 429 11/01/18 Lot 13 FPG 5 14.8 104.8 115.8 91 90 NU 430 11/01/18 Lot 14 FPG 5 14.8 104.5 115.8 90 90 NU 431 11/01/18 Lot 15 FPG 5 14.5 104.7 115.8 90 90 NU 432 11/01/18 Lot 16 FPG 2 12.6 110.1 122.9 90 90 NU 433 11/01/18 Lot 17 FPG 2 11.9 112.0 122.9 91 90 NU 434 11/01/18 Lot 18 FPG 2 12.3 113.9 122.9 93 90 NU 435 11/01/18 Poinsettia Lane 226 14 15.8 108.3 113.4 96 95 NU 436 11/01/18 Poinsettia Lane 227 14 15.6 107.9 113.4 95 95 NU 437 11/01/18 Poinsettia Lane 229 14 15.1 107.6 113.4 95 95 NU 438 11/01/18 Poinsettia Lane 230 14 15.1 107.8 113.4 95 95 NU 439 11/01/18 Basin 2-1 228 14 14.5 107.3 113.4 95 90 NU 440 11/01/18 Basin 2-1 229 14 14.7 106.9 113.4 94 90 NU 441 11/02/18 E.Pointsettia Slope 235 10 15.3 108.7 114.0 95 95 NU 442 11/02/18 E.Pointsettia Slope 215 3 13.7 109.2 114.6 95 95 NU 443 11/02/18 E.Pointsettia Slope 205 3 13.5 109.0 114.6 95 95 NU 444 11/02/18 E.Pointsettia Slope 220 3 14.1 109.5 114.6 96 95 NU 445 11/02/18 E.Pointsettia Slope 228 6 13.6 111.4 116.7 95 95 NU 446 11/02/18 E.Pointsettia Slope 225 6 13.0 111.2 116.7 95 95 NU 447 11/05/18 Fill slope; west of the site (near wall F)240 5 13.8 104.8 115.8 91 90 NU 448 11/05/18 Fill slope; west of the site (near wall F)230 5 16.4 103.8 115.8 90 90 NU 449 11/05/18 Fill slope; west of the site (near wall F)245 5 15.8 104.2 115.8 90 90 NU 450 11/05/18 Fill slope; west of the site (near wall F)236 5 14.8 103.8 115.8 90 90 NU Grading 10 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 451 11/05/18 Fill slope; west of the site (near wall F)243 5 16.4 105.4 115.8 91 90 NU 452 11/05/18 Fill slope; west of the site (near wall F)235 5 16.2 105.2 115.8 91 90 NU 453 11/05/18 Fill slope; west of the site (near wall F)244 5 15.2 104.3 115.8 90 90 NU 454 11/05/18 Fill slope; southwest of the site (by wall E)239 5 14.8 105.3 115.8 91 90 NU 455 11/05/18 Fill slope; southwest of the site (by wall E)235 5 13.5 103.9 115.8 90 90 NU 456 11/05/18 Fill slope; southwest of the site (by wall E)242 5 14.0 104.5 115.8 90 90 NU 457 11/05/18 Fill slope; southwest of the site (by wall E)240 5 13.8 105.6 115.8 91 90 NU 458 11/05/18 Fill slope; Southeast by wall C1 and C2 218 11 14.4 105.3 115.4 91 90 NU 459 11/05/18 Fill slope; Southeast by wall C1 and C3 219 11 16.1 103.9 115.4 90 90 NU 460 11/05/18 Fill slope; Southeast by wall C1 and C4 218 11 15.4 104.7 115.4 91 90 NU 461 11/05/18 Fill slope; Southeast by wall C1 and C5 219 11 14.6 106.3 115.4 92 90 NU 462 11/05/18 Fill slope; by wall D 244 12 14.8 104.3 115.3 90 90 NU 463 11/05/18 Fill slope; by wall D 250 12 15.2 105.4 115.3 91 90 NU 464 11/05/18 Fill slope; by wall D 252 12 15.0 103.9 115.3 90 90 NU 465 11/06/18 Lot 19 FPG 7 13.4 109.1 118.4 92 90 NU 466 11/06/18 Lot 20 FPG 7 12.7 108.2 118.4 91 90 NU 467 11/06/18 Lot 21 FPG 7 13.4 109.3 118.4 92 90 NU 468 11/06/18 Lot 22 FPG 7 13.2 108.4 118.4 92 90 NU 469 11/06/18 Lot 23 FPG 7 13.1 110.6 118.4 93 90 NU 470 11/06/18 Lot 24 FPG 7 13.3 110.2 118.4 93 90 NU 471 11/06/18 Lot 25 FPG 7 12.9 108.7 118.4 92 90 NU 472 11/06/18 Lot 26 FPG 7 12.7 107.0 118.4 90 90 NU 473 11/06/18 Lot 27 FPG 7 12.1 108.8 118.4 92 90 NU 474 11/06/18 Lot 28 FPG 7 13.1 108.0 118.4 91 90 NU 475 11/06/18 Lot 29 FPG 7 12.8 108.7 118.4 92 90 NU 476 11/06/18 Lot 30 FPG 7 12.8 107.6 118.4 91 90 NU 477 11/06/18 Lot 31 FPG 7 12.3 108.4 118.4 92 90 NU 478 11/06/18 Lot 32 FPG 7 12.9 108.4 118.4 92 90 NU 479 11/06/18 Lot 33 FPG 7 13.1 108.6 118.4 92 90 NU 480 11/07/18 Lot 34 FPG 10 15.7 104.5 114.0 92 90 NU 481 11/07/18 Lot 35 FPG 10 15.2 103.9 114.0 91 90 NU 482 11/07/18 Lot 36 FPG 10 15.6 103.8 114.0 91 90 NU 483 11/07/18 Rec Area 2 FPG 10 14.9 104.3 114.0 91 90 NU 484 11/07/18 Lot 43 FPG 7 13.1 107.3 118.4 91 90 NU 485 11/07/18 Lot 44 FPG 7 12.8 106.9 118.4 90 90 NU 486 11/07/18 Lot 45 FPG 7 12.8 107.8 118.4 91 90 NU 487 11/07/18 Lot 46 FPG 7 13.4 107.6 118.4 91 90 NU 488 11/07/18 Lot 47 FPG 7 13.0 108.1 118.4 91 90 NU 489 11/08/18 Lot 56 FPG 7 14.0 107.7 118.4 91 90 NU 490 11/08/18 Lot 55 FPG 7 13.5 108.5 118.4 92 90 NU 491 11/08/18 Lot 54 FPG 7 13.9 107.3 118.4 91 90 NU 492 11/08/18 Lot 59 FPG 7 14.3 107.0 118.4 90 90 NU 493 11/08/18 Lot 58 FPG 7 13.6 107.7 118.4 91 90 NU 494 11/08/18 Lot 57 FPG 7 13.5 108.3 118.4 91 90 NU 495 11/08/18 Lot 60 FPG 10 16.1 103.5 114.0 91 90 NU 496 11/08/18 Lot 61 FPG 10 15.8 104.1 114.0 91 90 NU 497 11/08/18 Lot 62 FPG 7 12.2 108.6 118.4 92 90 NU 498 11/09/18 Basin 2-1 230 14 15.3 103.2 113.4 91 90 NU 499 11/09/18 Basin 2-1 231 14 15.0 102.7 113.4 91 90 NU 500 11/09/18 Basin 2-1 235 10 15.6 102.9 114.0 90 90 NU Grading 11 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 501 11/09/18 Basin 2-1 237 10 15.4 103.3 114.0 91 90 NU 502 11/09/18 Basin 2-1 239 10 14.7 103.4 114.0 91 90 NU 503 11/09/18 Basin 2-1 241 10 14.8 103.7 114.0 91 90 NU 504 11/09/18 Lot 48 FPG 8 14.2 105.6 115.0 92 90 NU 505 11/09/18 Lot 49 FPG 8 13.9 105.0 115.0 91 90 NU 506 11/09/18 Lot 50 FPG 8 13.8 104.7 115.0 91 90 NU 507 11/09/18 Lot 51 FPG 8 14.0 104.3 115.0 91 90 NU 508 11/09/18 Lot 52 FPG 8 14.6 103.7 115.0 90 90 NU 509 11/09/18 Lot 53 FPG 8 14.3 104.0 115.0 90 90 NU 510 11/13/18 Lot37 FPG 7 13.5 108.4 118.4 92 90 NU 511 11/13/18 Lot 38 FPG 7 13.3 107.5 118.4 91 90 NU 512 11/13/18 Lot 39 FPG 7 12.9 108.9 118.4 92 90 NU 513 11/13/18 Lot 40 FPG 4 12.6 110.0 119.0 92 90 NU 514 11/13/18 Lot 41 FPG 4 12.4 111.6 119.0 94 90 NU 515 11/13/18 Lot 42 FPG 4 12.9 112.4 119.0 94 90 NU 516 11/14/18 Lot 93 249 15 14.6 105.7 115.5 92 90 NU 517 11/14/18 Lot 95 250 15 14.3 105.2 115.5 91 90 NU 518 11/14/18 Lot 96 249 15 15.1 104.4 115.5 90 90 NU 519 11/14/18 Lot 99 250 15 15.8 104.6 115.5 91 90 NU 520 11/14/18 Lot 94 251 15 14.9 105.0 115.5 91 90 NU 521 11/14/18 Lot 95 250 15 14.3 105.4 115.5 91 90 NU 522 11/15/18 LOT 4 (HOA)239 14 16.3 104.4 113.4 92 90 NU 523 11/15/18 LOT 4 (HOA)240 14 15.9 104.9 113.4 93 90 NU 524 11/15/18 LOT 4 (HOA)242 14 16.0 104.2 113.4 92 90 NU 525 11/15/18 LOT 4 (HOA)245 14 16.1 104.5 113.4 92 90 NU 526 11/15/18 LOT 4 (HOA)247 14 15.5 104.2 113.4 92 90 NU 527 11/15/18 LOT 4 (HOA)249 14 15.8 104.5 113.4 92 90 NU 528 11/15/18 Lot 101 242 14 16.0 103.9 113.4 92 90 NU 529 11/15/18 Lot 100 244 14 15.6 103.3 113.4 91 90 NU 530 11/15/18 Aisle S 246 14 16.1 102.7 113.4 91 90 NU 531 11/15/18 Aisle S 248 14 16.5 102.6 113.4 90 90 NU 532 11/16/18 Lot 104 240 9 12.1 108.4 119.5 91 90 NU 533 11/16/18 Lot 102 242 9 11.6 107.9 119.5 90 90 NU 534 11/16/18 Lot 105 244 9 10.9 108.6 119.5 91 90 NU 535 11/16/18 Lot106 246 9 11.2 108.7 119.5 91 90 NU 536 11/16/18 Lot 100 247 9 11.4 109.3 119.5 91 90 NU 537 11/16/18 Lot 101 248 9 11.0 108.8 119.5 91 90 NU 538 11/16/18 Lot 105 248 9 11.8 107.3 119.5 90 90 NU 539 11/16/18 Lot 107 249 9 11.6 107.7 119.5 90 90 NU 540 11/19/18 East Bridge Abutment 210 10 15.4 109.6 114.0 96 95 NU 541 11/19/18 East Bridge Abutment 230 10 15.6 109.2 114.0 96 95 NU 542 12/03/18 Lot 90 247 16 13.7 105.6 116.0 91 90 NU 543 12/03/18 Lot 91 248 16 13.6 105.1 116.0 91 90 NU 544 12/03/18 Lot 89 247 16 14.1 106.3 116.0 92 90 NU 545 12/03/18 Lot 88 248 16 13.9 105.8 116.0 91 90 NU 546 12/05/18 Lot 90 249 14 16.0 103.4 113.4 91 90 NU 547 12/05/18 Lot 91 250 14 15.7 103.7 113.4 91 90 NU 548 12/05/18 Lot 89 249 14 15.3 104.5 113.4 92 90 NU 549 12/05/18 Lot 88 250 14 15.6 104.1 113.4 92 90 NU 550 12/11/18 Slope @ Wall A1 273 16 15.3 106.2 116.0 92 90 NU Grading 12 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 551 12/11/18 Slope @ Wall A1 275 16 15.5 105.8 116.0 91 90 NU 552 12/11/18 Slope @ Wall A1 274 16 15.0 105.5 116.0 91 90 NU 553 12/11/18 Slope @ Wall A1 276 16 15.2 105.6 116.0 91 90 NU 554 12/11/18 Bio filtration 4-1 229 16 14.0 106.3 116.0 92 90 NU 555 12/11/18 Bio filtration 4-1 231 16 14.3 106.1 116.0 91 90 NU 556 12/11/18 Bio filtration 4-1 233 16 14.8 105.5 116.0 91 90 NU 557 12/11/18 Bio filtration 4-1 235 16 14.6 105.4 116.0 91 90 NU 558 12/11/18 Bio filtration 4-1 237 16 14.1 106.8 116.0 92 90 NU 559 12/11/18 Bio filtration 4-1 239 16 13.9 106.3 116.0 92 90 NU 560 12/11/18 Bio filtration 4-1 241 16 14.2 105.5 116.0 91 90 NU 561 12/11/18 Bio filtration 4-1 243 16 14.7 105.1 116.0 91 90 NU 562 12/12/18 Lot 117 240 13 17.3 102.2 113.1 90 90 NU 563 12/12/18 Lot 118 241 13 16.8 101.9 113.1 90 90 NU 564 12/12/18 Lot 119 243 13 16.7 102.8 113.1 91 90 NU 565 12/12/18 Lot 118 244 13 17.0 102.4 113.1 91 90 NU 566 12/12/18 Lot117 245 13 16.5 102.0 113.1 90 90 NU 567 12/12/18 Lot 118 246 13 16.6 102.2 113.1 90 90 NU 568 12/13/18 Lot 123 241 15 15.1 104.6 115.5 91 90 NU 569 12/13/18 Lot 122 242 15 14.7 104.4 115.5 90 90 NU 570 12/13/18 Lot 68 242 15 14.5 105.2 115.5 91 90 NU 571 12/13/18 Lot 67 243 15 15.0 104.9 115.5 91 90 NU 572 12/13/18 Lot 122 244 15 15.2 104.3 115.5 90 90 NU 573 12/13/18 Lot 66 245 15 15.1 104.7 115.5 91 90 NU 574 12/17/18 Slope @ Wall A 273 3 14.8 104.2 114.6 91 90 NU 575 12/17/18 Slope @ Wall A 274 3 14.7 103.7 114.6 90 90 NU 576 12/17/18 Slope @ Wall A 278 3 15.1 104.6 114.6 91 90 NU 577 12/17/18 Slope @ Wall A 280 3 14.9 104.4 114.6 91 90 NU 578 12/17/18 Slope @ Wall A 282 16 14.4 106.1 116.0 91 90 NU 579 12/17/18 Slope @ Wall A 284 16 13.8 105.8 116.0 91 90 NU 580 12/17/18 Slope @ Wall A 286 16 14.6 105.8 116.0 91 90 NU 581 12/17/18 Slope @ Wall A 288 16 14.4 105.2 116.0 91 90 NU 582 12/17/18 Slope @ Wall A 289 3 14.7 104.6 114.6 91 90 NU 583 12/17/18 Slope @ Wall A 290 3 14.7 104.5 114.6 91 90 NU 584 12/17/18 Slope @ Wall A 291 3 14.3 104.8 114.6 91 90 NU 585 12/17/18 Slope @ Wall A 293 3 14.5 104.9 114.6 92 90 NU 586 12/17/18 Slope @ Wall A 295 3 14.1 105.2 114.6 92 90 NU 587 12/17/18 Slope @ Wall A 296 3 13.9 105.0 114.6 92 90 NU 588 12/19/18 Lot 68 247 16 14.3 104.8 116.0 90 90 NU 589 12/19/18 Lot 67 248 16 13.9 105.3 116.0 91 90 NU 590 12/19/18 Lot 66 248 16 14.7 105.8 116.0 91 90 NU 591 12/19/18 Lot 67 249 16 14.4 106.3 116.0 92 90 NU 592 12/19/18 Lot 116 234 16 15.1 104.1 116.0 90 90 NU 593 12/19/18 Lot 111 236 16 15.0 104.7 116.0 90 90 NU 594 12/19/18 Lot 115 239 16 14.2 105.4 116.0 91 90 NU 595 12/19/18 Lot 112 240 16 14.6 105.5 116.0 91 90 NU 596 12/19/18 Lot 114 243 16 14.1 106.8 116.0 92 90 NU 597 12/19/18 Lot 113 244 16 14.4 107.0 116.0 92 90 NU 598 12/19/18 Lot116 245 16 13.9 106.3 116.0 92 90 NU 599 12/19/18 Lot 112 246 16 14.5 106.1 116.0 91 90 NU 600 12/19/18 Lot 111 246 16 15.4 104.8 116.0 90 90 NU Grading 13 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 601 12/19/18 Lot 112 247 16 15.0 105.0 116.0 91 90 NU 602 12/19/18 Lot 113 248 16 15.2 105.4 116.0 91 90 NU 603 12/20/18 Lot 74 246 13 16.2 103.1 113.1 91 90 NU 604 12/20/18 Lot 75 247 13 15.8 102.6 113.1 91 90 NU 605 12/20/18 Lot 75 248 13 16.0 102.4 113.1 91 90 NU 606 12/20/18 Lot 74 249 13 16.4 102.7 113.1 91 90 NU 607 12/20/18 lot 75 250 13 15.6 103.4 113.1 91 90 NU 608 12/20/18 Lot 85 240 8 15.2 105.2 115.0 91 90 NU 609 12/20/18 Lot 83 242 8 14.9 104.9 115.0 91 90 NU 610 12/20/18 Lot 84 244 8 14.4 104.3 115.0 91 90 NU 611 12/20/18 Lot 86 246 8 14.7 104.8 115.0 91 90 NU 612 12/20/18 Lot 87 242 16 14.2 106.3 116.0 92 90 NU 613 12/20/18 Lot 82 243 16 14.2 105.8 116.0 91 90 NU 614 12/20/18 Lot 87 244 16 14.8 106.4 116.0 92 90 NU 615 12/20/18 Lot 82 245 16 14.6 106.0 116.0 91 90 NU 616 12/20/18 Lot 87 246 16 14.5 105.6 116.0 91 90 NU 617 12/20/18 Lot 82 247 16 14.5 105.9 116.0 91 90 NU 618 12/21/18 Lot 63 247 16 15.1 106.6 116.0 92 90 NU 619 12/21/18 Lot 63 249 16 14.8 107.0 116.0 92 90 NU 620 12/28/18 Lot 64 246 16 14.3 105.3 116.0 91 90 NU 621 12/28/18 Lot 64 247 16 14.4 104.9 116.0 90 90 NU 622 12/28/18 Lot 64 249 16 14.7 105.8 116.0 91 90 NU 623 12/28/18 Lot 64 250 16 14.1 106.0 116.0 91 90 NU 624 12/28/18 Slope @ A3 252 16 14.2 105.1 116.0 91 90 NU 625 12/28/18 Slope @ A3 253 16 14.5 104.8 116.0 90 90 NU 626 12/28/18 Lot 65 246 16 14.1 105.7 116.0 91 90 NU 627 12/28/18 Lot 65 247 16 13.9 106.2 116.0 92 90 NU 628 12/28/18 Lot 65 249 16 14.0 106.7 116.0 92 90 NU 629 12/28/18 Lot 65 250 16 14.4 106.5 116.0 92 90 NU 630 01/04/19 Lot 81 245 16 13.8 105.2 116.0 91 90 NU 631 01/04/19 Lot 76 246 16 13.9 104.7 116.0 90 90 NU 632 01/04/19 Lot 76 247 16 13.4 104.9 116.0 90 90 NU 633 01/04/19 Lot 81 248 16 13.7 105.3 116.0 91 90 NU 634 01/04/19 Lot 76 246 16 14.3 105.8 116.0 91 90 NU 635 01/04/19 Lot 81 247 16 14.0 106.1 116.0 91 90 NU 636 01/09/19 Finsh Pad Lot 66 FPG 16 14.5 108.4 116.0 93 90 NU 637 01/09/19 Finsh Pad Lot 67 FPG 16 14.0 107.2 116.0 92 90 NU 638 01/09/19 Finsh Pad Lot 68 FPG 16 14.3 106.6 116.0 92 90 NU 639 01/09/19 Finsh Pad Lot 119 FPG 13 16.7 105.6 113.1 93 90 NU 640 01/09/19 Finsh Pad Lot 118 FPG 13 16.1 104.1 113.1 92 90 NU 641 01/09/19 Finsh Pad Lot 117 FPG 13 15.9 104.4 113.1 92 90 NU 642 01/09/19 Finsh Pad Lot 63 FPG 16 15.1 108.6 116.0 94 90 NU 643 01/09/19 Finsh Pad Lot 64 FPG 16 14.8 108.2 116.0 93 90 NU 644 01/10/19 Finsh Pad Lot 93 FPG 15 15.1 105.6 115.5 91 90 NU 645 01/10/19 Finsh Pad Lot 94 FPG 15 14.9 105.0 115.5 91 90 NU 646 01/10/19 Finsh Pad Lot 95 FPG 15 15.6 103.7 115.5 90 90 NU 647 01/10/19 Finsh Pad Lot 96 FPG 15 15.0 104.8 115.5 91 90 NU 648 01/10/19 Finsh Pad Lot 97 FPG 15 14.5 106.1 115.5 92 90 NU 649 01/10/19 Finsh Pad Lot 98 FPG 15 14.3 105.5 115.5 91 90 NU 650 01/10/19 Finsh Pad Lot 99 FPG 15 14.9 105.9 115.5 92 90 NU Grading 14 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 651 01/10/19 Lot 84 247 8 15.1 104.7 115.0 91 90 NU 652 01/10/19 Lot 83 248 8 14.8 104.3 115.0 91 90 NU 653 01/10/19 Lot 81 248 8 15.0 103.9 115.0 90 90 NU 654 01/11/19 Lot 76 249 8 14.9 104.2 115.0 91 90 NU 655 01/11/19 Lot 108 240 8 15.2 104.7 115.0 91 90 NU 656 01/11/19 Lot 109 242 8 15.5 104.4 115.0 91 90 NU 657 01/11/19 Lot 110 244 8 14.6 104.9 115.0 91 90 NU 658 01/11/19 Lot 109 246 8 14.6 105.2 115.0 91 90 NU 659 01/11/19 Lot 92 FPG 16 14.3 106.1 116.0 91 90 NU 660 01/11/19 Lot 91 FPG 16 14.6 106.3 116.0 92 90 NU 661 01/11/19 Lot 90 FPG 16 14.1 105.8 116.0 91 90 NU 662 01/11/19 Lot 105 FPG 9 11.7 108.4 119.5 91 90 NU 663 01/11/19 Lot 106 FPG 9 11.2 107.9 119.5 90 90 NU 664 01/11/19 Lot 107 FPG 9 11.3 108.3 119.5 91 90 NU 665 01/11/19 Lot 111 FPG 16 15.0 105.1 116.0 91 90 NU 666 01/11/19 Lot 112 FPG 16 14.6 105.9 116.0 91 90 NU 667 01/11/19 Lot 113 FPG 16 14.5 105.4 116.0 91 90 NU 668 01/11/19 Lot 114 FPG 16 13.7 104.6 116.0 90 90 NU 669 01/11/19 Lot 115 FPG 16 13.3 105.2 116.0 91 90 NU 670 01/11/19 Lot 116 FPG 16 13.8 105.0 116.0 91 90 NU 671 01/11/19 Lot 80 245 16 14.9 106.3 116.0 92 90 NU 672 01/11/19 Lot 77 246 16 14.8 105.7 116.0 91 90 NU 673 01/11/19 Lot 79 246 16 14.1 105.5 116.0 91 90 NU 674 01/11/19 Lot 78 248 16 14.4 105.9 116.0 91 90 NU 675 01/11/19 Lot 78 249 16 13.6 104.6 116.0 90 90 NU 676 01/11/19 Lot 80 249 16 13.9 105.0 116.0 91 90 NU 677 01/23/19 Lot 77 248 16 15.3 104.7 116.0 90 90 NU 678 01/23/19 Lot77 249 16 15.0 105.0 116.0 91 90 NU 679 01/23/19 Rec Area 1 242 16 15.4 104.5 116.0 90 90 NU 680 01/23/19 Rec Area 1 244 16 15.5 104.3 116.0 90 90 NU 681 01/23/19 Rec Area 1 245 16 15.1 104.8 116.0 90 90 NU 682 01/23/19 Rec Area 1 246 16 14.9 104.7 116.0 90 90 NU 683 01/23/19 Lot 100 FPG 9 12.1 108.1 119.5 90 90 NU 684 01/23/19 Lot 101 FPG 9 12.4 108.7 119.5 91 90 NU 685 01/23/19 Lot 102 FPG 9 11.9 108.4 119.5 91 90 NU 686 01/23/19 Lot 103 FPG 9 12.0 107.9 119.5 90 90 NU 687 01/23/19 Lot 104 FPG 9 12.2 108.2 119.5 91 90 NU 688 01/23/19 Lot 108 FPG 8 15.7 104.1 115.0 91 90 NU 689 01/23/19 Lot 109 FPG 8 15.3 103.4 115.0 90 90 NU 690 01/23/19 Lot 110 FPG 8 15.4 103.6 115.0 90 90 NU 691 01/24/19 Lot 88 FPG 14 16.3 102.9 113.4 91 90 NU 692 01/24/19 Lot 89 FPG 14 15.8 102.5 113.4 90 90 NU 693 01/24/19 Lot 85 FPG 16 15.1 105.2 116.0 91 90 NU 694 01/24/19 Lot 86 FPG 16 15.5 104.7 116.0 90 90 NU 695 01/24/19 Lot 87 FPG 16 14.9 105.0 116.0 91 90 NU 696 01/25/19 Artemisia Ct 237 13 16.8 102.7 113.1 91 90 NU 697 01/25/19 Artemisia Ct 239 13 16.5 102.2 113.1 90 90 NU 698 01/25/19 Artemisia Ct 238 13 17.0 102.0 113.1 90 90 NU 699 01/25/19 Artemisia Ct 240 13 16.4 102.6 113.1 91 90 NU 700 01/25/19 Artemisia Ct 242 13 16.0 102.3 113.1 90 90 NU Grading 15 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 701 01/25/19 Artemisia Ct 244 13 16.1 102.9 113.1 91 90 NU 702 01/25/19 Artemisia Ct 243 13 15.7 103.4 113.1 91 90 NU 703 01/25/19 Artemisia Ct 245 13 15.5 103.0 113.1 91 90 NU 704 01/28/19 Rec Area 1 237 13 16.3 102.7 113.1 91 90 NU 705 01/28/19 Rec Area 1 239 13 16.5 102.6 113.1 91 90 NU 706 01/28/19 Rec Area 1 241 13 15.8 102.1 113.1 90 90 NU 707 01/28/19 Rec Area 1 243 13 16.4 102.4 113.1 91 90 NU 708 01/28/19 Rec Area 1 245 13 16.0 102.9 113.1 91 90 NU 709 01/28/19 Rec Area 1 247 13 15.7 103.3 113.1 91 90 NU 710 01/29/19 Lot 74 FPG 13 16.4 103.7 113.1 92 90 NU 711 01/29/19 Lot 75 FPG 13 16.0 103.2 113.1 91 90 NU 712 01/29/19 Lot 76 FPG 8 15.1 104.6 115.0 91 90 NU 713 01/29/19 Lot 77 FPG 8 14.8 103.8 115.0 90 90 NU 714 01/29/19 Lot 78 FPG 8 14.7 104.2 115.0 91 90 NU 715 01/29/19 Lot 79 FPG 16 14.5 106.4 116.0 92 90 NU 716 01/29/19 Lot 80 FPG 16 13.9 106.1 116.0 91 90 NU 717 01/29/19 Lot 81 FPG 16 14.2 105.5 116.0 91 90 NU 718 01/29/19 Lot 82 FPG 8 14.3 103.9 115.0 90 90 NU 719 01/29/19 Lot 83 FPG 8 14.7 104.7 115.0 91 90 NU 720 01/29/19 Lot 84 FPG 8 14.6 104.3 115.0 91 90 NU 721 01/29/19 Lot 120 241 13 16.6 103.3 113.1 91 90 NU 722 01/29/19 Lot 121 242 13 16.4 103.7 113.1 92 90 NU 723 01/29/19 Lot 121 243 13 15.9 104.5 113.1 92 90 NU 724 01/29/19 Lot 120 244 13 16.2 104.1 113.1 92 90 NU 725 02/11/19 West Bridge Abutment 212 13 16.4 107.5 113.1 95 95 NU 726 02/11/19 West Bridge Abutment 214 13 15.5 107.3 113.1 95 95 NU 727 02/11/19 West Bridge Abutment 216 13 16.5 107.8 113.1 95 95 NU 728 02/11/19 West Bridge Abutment 218 13 16.8 108.3 113.1 96 95 NU 729 02/11/19 West Bridge Abutment 222 13 15.8 108.6 113.1 96 95 NU 730 02/11/19 West Bridge Abutment 226 13 16.3 107.8 113.1 95 95 NU 731 02/11/19 West Bridge Abutment 230 13 17.0 110.8 113.1 98 95 NU 732 04/29/19 Abutment 4 Left Bridge 222 6 18.9 109.8 116.7 94 95 735 NU 733 04/29/19 Pier 3 1R (northwest side)190 6 12.3 113.8 116.7 98 95 NU 734 04/29/19 Pier 3 1R (northwest side)191 6 12.6 112.1 116.7 96 95 NU 735 05/01/19 Abutment 4 Left Bridge 222 6 13.8 111.2 116.7 95 95 NU 736 05/01/19 Abutment 4 Left Bridge 223 6 13.2 111.9 116.7 96 95 NU 737 05/01/19 Abutment 4 Left Bridge 224 10 14.4 110.8 114.0 97 95 NU 738 05/01/19 Abutment 4 Right Bridge 222 10 14.7 109.7 114.0 96 95 NU 739 05/01/19 Abutment 4 Right Bridge 223 10 14.9 109.2 114.0 96 95 NU 740 05/01/19 Abutment 4 Right Bridge 224 10 15.3 108.9 114.0 96 95 NU 741 05/01/19 Abutment 4 Left Bridge 222 10 15.9 108.6 114.0 95 95 NU 742 05/01/19 Abutment 4 Left Bridge 223 10 15.8 108.8 114.0 95 95 NU 743 05/02/19 Pier 3 Right Bridge 192 10 15.0 105.5 114.0 93 90 NU 744 05/02/19 Pier 3 Right Bridge 193 10 15.4 105.9 114.0 93 90 NU 745 05/02/19 Pier 3 Right Bridge 190 10 15.1 104.6 114.0 92 90 NU 746 05/02/19 Pier 3 Right Bridge 191 10 14.7 105.1 114.0 92 90 NU 747 05/02/19 Pier 3 Right Bridge 192 10 14.7 105.7 114.0 93 90 NU 748 05/02/19 Pier 3 Right Bridge 193 10 15.3 104.8 114.0 92 90 NU 749 05/02/19 Pier 2 Right Bridge 189 6 13.7 106.9 116.7 92 90 NU 750 05/02/19 Pier 2 Right Bridge 190 6 13.9 106.4 116.7 91 90 NU Grading 16 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 751 05/02/19 Pier 2 Right Bridge 191 6 13.4 107.3 116.7 92 90 NU 752 05/02/19 Pier 2 Right Bridge 192 6 13.4 107.0 116.7 92 90 NU 753 05/02/19 Pier 2 Right Bridge 190 6 13.1 107.9 116.7 92 90 NU 754 05/02/19 Pier 2 Right Bridge 191 10 14.6 104.7 114.0 92 90 NU 755 05/02/19 Pier 2 Right Bridge 192 10 14.9 105.2 114.0 92 90 NU 756 05/02/19 Pier 2 Right Bridge 193 10 15.3 105.8 114.0 93 90 NU 757 05/02/19 Pier 2 Left Bridge 191 10 14.6 105.3 114.0 92 90 NU 758 05/02/19 Pier 2 Left Bridge 192 10 14.7 104.8 114.0 92 90 NU 759 05/02/19 Pier 2 Left Bridge 193 10 15.4 105.6 114.0 93 90 NU 760 05/02/19 Pier 2 Left Bridge 194 10 15.8 105.0 114.0 92 90 NU 761 05/02/19 Pier 2 Left Bridge 191 6 13.5 109.5 116.7 94 90 NU 762 05/02/19 Pier 2 Left Bridge 192 6 13.8 110.4 116.7 95 90 NU 763 05/02/19 Pier 2 Left Bridge 193 6 14.0 108.7 116.7 93 90 NU 764 05/02/19 Pier 2 Left Bridge 194 6 13.6 109.1 116.7 93 90 NU 765 05/03/19 Pier 3 Left Bridge 191 6 13.3 108.2 116.7 93 90 NU 766 05/03/19 Pier 3 Left Bridge 192 6 12.8 107.3 116.7 92 90 NU 767 05/03/19 Pier 3 Left Bridge 193 6 13.7 106.7 116.7 91 90 NU 768 05/03/19 Pier 3 Left Bridge 194 6 13.4 107.6 116.7 92 90 NU 769 05/03/19 Pier 3 Left Bridge 191 6 13.0 108.4 116.7 93 90 NU 770 05/03/19 Pier 3 Left Bridge 192 6 13.5 108.9 116.7 93 90 NU 771 05/03/19 Pier 3 Left Bridge 193 6 12.9 109.6 116.7 94 90 NU 772 05/03/19 Pier 3 Left Bridge 194 6 12.8 109.1 116.7 93 90 NU 773 05/03/19 Abutment #1 Right Side 219 16 14.3 110.8 116.0 96 95 NU 774 05/03/19 Abutment #1 Right Side 220 16 14.7 109.9 116.0 95 95 NU 775 05/03/19 Abutment #1 Right Side 221 16 14.4 111.8 116.0 96 95 NU 776 05/03/19 Abutment #1 Left Side 219 16 13.9 110.4 116.0 95 95 NU 777 05/03/19 Abutment #1 Left Side 220 16 14.6 111.3 116.0 96 95 NU 778 05/03/19 Abutment #1 Left Side 221 16 14.4 111.7 116.0 96 95 NU 779 05/08/19 Model Home Finish Pad, Lot 48 FSG 16 15.8 110.6 116.0 95 90 NU 780 05/08/19 Model Home Finish Pad, Lot 48 FSG 16 11.9 113.2 116.0 98 90 NU 781 05/08/19 Model Home Finish Pad, Lot 49 FSG 16 14.0 111.6 116.0 96 90 NU 782 05/08/19 Model Home Finish Pad, Lot 49 FSG 16 13.8 112.5 116.0 97 90 NU 783 05/08/19 Model Home Finish Pad, Lot 50 FSG 16 13.5 113.1 116.0 98 90 NU 784 05/08/19 Model Home Finish Pad, Lot 50 FSG 16 12.2 113.2 116.0 98 90 NU 785 06/11/19 Finish Pad, lot 24 FSG 7 9.7 108.7 118.4 92 90 NU 786 06/11/19 Finish Pad, lot 24 FSG 7 9.1 113.5 118.4 96 90 NU 787 06/11/19 Finish Pad, lot 23 FSG 7 10.7 115.5 118.4 98 90 NU 788 06/11/19 Finish Pad, lot 23 FSG 7 10.1 111.9 118.4 95 90 NU 789 06/11/19 Finish Pad, lot 22 FSG 7 10.0 111.8 118.4 94 90 NU 790 06/11/19 Finish Pad, lot 22 FSG 7 9.9 110.9 118.4 94 90 NU 791 06/11/19 Finish Pad, lot 21 FSG 7 12.4 109.8 118.4 93 90 NU 792 06/11/19 Finish Pad, lot 21 FSG 7 12.2 110.3 118.4 93 90 NU 793 06/11/19 Finish Pad, lot 20 FSG 7 10.7 111.2 118.4 94 90 NU 794 06/11/19 Finish Pad, lot 20 FSG 7 10.1 110.4 118.4 93 90 NU 795 06/11/19 Finish Pad, lot 19 FSG 7 9.8 111.3 118.4 94 90 NU 796 06/11/19 Finish Pad, lot 19 FSG 7 10.3 109.7 118.4 93 90 NU 797 06/20/19 Finish Pad, lot 25 FSG 7 12.2 106.9 118.4 90 90 NU 798 06/20/19 Finish Pad, lot 25 FSG 7 11.1 109.3 118.4 92 90 NU 799 06/20/19 Finish Pad, lot 26 FSG 7 10.6 110.7 118.4 93 90 NU 800 06/20/19 Finish Pad, lot 26 FSG 7 13.2 113.5 118.4 96 90 NU Grading 17 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 801 06/20/19 Finish Pad, lot 27 FSG 7 12.1 109.3 118.4 92 90 NU 802 06/20/19 Finish Pad, lot 27 FSG 7 11.9 106.5 118.4 90 90 NU 803 06/20/19 Finish Pad, lot 28 FSG 7 9.4 113.2 118.4 96 90 NU 804 06/20/19 Finish Pad, lot 28 FSG 7 8.7 110.7 118.4 93 90 NU 805 06/20/19 Finish Pad, lot 29 FSG 7 10.3 108.8 118.4 92 90 NU 806 06/20/19 Finish Pad, lot 29 FSG 7 8.9 111.8 118.4 94 90 NU 807 06/20/19 Finish Pad, lot 30 FSG 7 8.4 110.8 118.4 94 90 NU 808 06/20/19 Finish Pad, lot 30 FSG 7 10.0 110.6 118.4 93 90 NU 809 07/01/19 Finish Pad, lot 31 FSG 7 6.4 116.8 118.4 99 90 NU 810 07/01/19 Finish Pad, lot 31 FSG 7 9.9 109.3 118.4 92 90 NU 811 07/01/19 Finish Pad, lot 32 FSG 7 5.8 106.0 118.4 90 90 NU 812 07/01/19 Finish Pad, lot 32 FSG 7 8.7 113.2 118.4 96 90 NU 813 07/01/19 Finish Pad, lot 33 FSG 7 7.0 118.4 118.4 100 90 NU 814 07/01/19 Finish Pad, lot 33 FSG 7 8.4 112.8 118.4 95 90 NU 815 07/01/19 Finish Pad, lot 34 FSG 7 9.9 115.0 118.4 97 90 NU 816 07/01/19 Finish Pad, lot 34 FSG 7 11.2 110.0 118.4 93 90 NU 817 07/01/19 Finish Pad, lot 35 FSG 7 8.7 116.0 118.4 98 90 NU 818 07/01/19 Finish Pad, lot 35 FSG 7 8.2 108.6 118.4 92 90 NU 819 07/01/19 Finish Pad, lot 36 FSG 7 8.3 111.9 118.4 95 90 NU 820 07/01/19 Finish Pad, lot 36 FSG 7 9.0 116.6 118.4 98 90 NU 821 07/01/19 Finish Pad, lot 54 FSG 7 7.8 116.8 118.4 99 90 NU 822 07/01/19 Finish Pad, lot 54 FSG 7 7.5 107.9 118.4 91 90 NU 823 07/01/19 Finish Pad, lot 55 FSG 7 11.7 113.4 118.4 96 90 NU 824 07/01/19 Finish Pad, lot 55 FSG 7 9.2 108.9 118.4 92 90 NU 825 07/01/19 Finish Pad, lot 56 FSG 7 8.4 113.4 118.4 96 90 NU 826 07/01/19 Finish Pad, lot 56 FSG 7 9.6 112.1 118.4 95 90 NU 827 07/02/19 Abutment 1 220'4 11.0 112.8 119.0 95 95 NU 828 07/02/19 Abutment 1 220 4 12.1 112.9 119.0 95 95 NU 829 07/02/19 Abutment 1 222 4 13.7 113.9 119.0 96 95 NU 830 07/02/19 Abutment 1 222 4 12.6 113.4 119.0 95 95 NU 831 07/02/19 Abutment 1 223 17 7.0 122.9 130.0 95 95 NU 832 07/02/19 Abutment 1 223 17 6.8 124.0 130.0 95 95 NU 833 07/03/19 Finish Pad, lot 57 FSG 7 10.8 107.4 118.4 91 90 NU 834 07/03/19 Finish Pad, lot 57 FSG 7 9.1 113.1 118.4 96 90 NU 835 07/03/19 Finish Pad, lot 58 FSG 7 13.2 111.3 118.4 94 90 NU 836 07/03/19 Finish Pad, lot 58 FSG 7 7.2 110.0 118.4 93 90 NU 837 07/03/19 Finish Pad, lot 59 FSG 7 11.4 110.4 118.4 93 90 NU 838 07/03/19 Finish Pad, lot 59 FSG 7 9.7 113.2 118.4 96 90 NU 839 07/03/19 Abutment 1 223.5 17 7.8 123.7 130.0 95 95 NU 840 07/03/19 Abutment 1 224 17 7.7 123.5 130.0 95 95 NU 841 07/03/19 Abutment 1 225 17 7.8 124.1 130.0 95 95 NU 842 07/03/19 Abutment 1 225.5 17 8.0 124.3 130.0 96 95 NU 843 07/08/19 Abutment 1 226 17 7.9 123.6 130.0 95 95 NU 844 07/08/19 Abutment 1 226 17 7.5 125.2 130.0 96 95 NU 845 07/08/19 Abutment 1 226 17 7.7 123.0 130.0 95 95 NU 846 07/08/19 Bent 2 192 10 14.4 108.8 114.0 95 95 NU 847 07/08/19 Bent 2 193 10 14.5 109.1 114.0 96 95 NU 848 07/08/19 Bent 2 194 10 14.8 108.6 114.0 95 95 NU 849 07/09/19 Bent 2 195 10 17.5 102.6 114.0 90 95 850 NU 850 07/09/19 Bent 2 195 10 15.3 111.1 114.0 97 95 NU Grading 18 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 851 07/09/19 Bent 2 195 10 116.5 102.5 114.0 90 95 852 NU 852 07/09/19 Bent 2 195 10 15.2 110.5 114.0 97 95 NU 853 07/09/19 Bent 2 196 10 14.3 108.8 114.0 95 95 NU 854 07/09/19 Bent 2 196 10 14.3 110.9 114.0 97 95 NU 855 07/09/19 Bent 2 196 10 13.4 110.1 114.0 97 95 NU 856 07/09/19 Bent 2 196 10 15.0 109.8 114.0 96 95 NU 857 07/09/19 Abutment 4 Right Bridge 226 17 8.6 124.3 130.0 96 95 NU 858 07/09/19 Abutment 4 Right Bridge 227 17 7.7 123.7 130.0 95 95 NU 859 07/09/19 Abutment 4 Right Bridge 228 17 8.0 124.1 130.0 95 95 NU 860 07/10/19 Bent 2 197 10 15.8 106.3 114.0 93 95 861 NU 861 07/10/19 Bent 2 197 10 15.1 108.5 114.0 95 95 NU 862 07/10/19 Bent 2 197 10 15.2 111.4 114.0 98 95 NU 863 07/10/19 Bent 2 197 10 15.4 108.3 114.0 95 95 NU 864 07/10/19 abutment 1 227 17 7.9 124.0 130.0 95 95 NU 865 07/10/19 abutment 1 227 17 7.4 120.0 130.0 92 95 866 NU 866 07/10/19 abutment 1 227 17 7.5 124.1 130.0 95 95 NU 867 07/10/19 abutment 1 228 17 7.0 124.2 130.0 96 95 NU 868 07/10/19 abutment 1 228 17 6.9 124.1 130.0 95 95 NU 869 07/10/19 abutment 1 229 17 6.6 124.5 130.0 96 95 NU 870 07/10/19 abutment 1 229 17 7.1 125.1 130.0 96 95 NU 871 07/10/19 Abutment 4 Left Bridge 226 17 7.6 124.1 130.0 95 95 NU 872 07/10/19 Abutment 4 Left Bridge 226.5 17 7.5 123.5 130.0 95 95 NU 873 07/11/19 Bent 3 194 10 15.0 106.1 114.0 93 95 874 NU 874 07/11/19 Bent 3 194 10 15.1 108.6 114.0 95 95 NU 875 07/11/19 Bent 3 194 10 15.2 108.8 114.0 95 95 NU 876 07/11/19 Bent 3 195 10 15.1 108.7 114.0 95 95 NU 877 07/11/19 Bent 3 195 10 15.1 108.5 114.0 95 95 NU 878 07/11/19 Bent 3 196 10 11.7 109.6 114.0 96 95 NU 879 07/12/19 Bent 3 196 10 14.9 109.1 114.0 96 95 NU 880 07/12/19 Bent 3 196.5 10 15.1 108.8 114.0 95 90 NU 881 07/12/19 Bent 3 196.5 10 15.0 108.6 114.0 95 90 NU 882 07/12/19 Bent 3 197 10 14.2 109.1 114.0 96 90 NU 883 07/12/19 Bent 3 197 10 14.5 109.4 114.0 96 90 NU 884 07/12/19 Bent 3 197 10 14.0 110.3 114.0 97 90 NU 885 07/12/19 Abutment 4 Right Bridge 229 17 7.4 123.4 130.0 95 90 NU 886 08/19/19 Finish Pad lot 40 FG 7 14.4 108.2 118.4 91 90 NU 887 08/19/19 Finish Pad lot 40 FG 7 8.8 106.7 118.4 90 90 NU 888 09/05/19 Finish Pad lot 39 FG 7 6.7 110.0 118.4 93 90 NU 889 09/05/19 Finish Pad lot 39 FG 7 11.0 110.0 118.4 93 90 NU 890 09/05/19 Finish Pad lot 38 FG 7 9.9 108.8 118.4 92 90 NU 891 09/05/19 Finish Pad lot 38 FG 7 10.5 115.0 118.4 97 90 NU 892 09/05/19 Finish Pad lot 37 FG 7 7.8 118.5 118.4 100 90 NU 893 09/05/19 Finish Pad lot 37 FG 7 10.0 111.1 118.4 94 90 NU 894 09/05/19 Finish Pad lot 42 FG 7 11.2 110.3 118.4 93 90 NU 895 09/05/19 Finish Pad lot 42 FG 7 8.3 116.3 118.4 98 90 NU 896 09/05/19 Finish Pad lot 41 FG 7 10.1 112.4 118.4 95 90 NU 897 09/05/19 Finish Pad lot 41 FG 7 7.6 113.9 118.4 96 90 NU 898 11/15/19 Finish Pad Lot 18 FPG 5 12.7 104.6 115.8 90 90 NU 899 11/15/19 Finish Pad Lot 17 FPG 5 12.3 105.2 115.8 91 90 NU 900 11/15/19 Finish Pad Lot 16 FPG 5 12.4 106.0 115.8 92 90 NU Grading 19 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 901 11/15/19 Finish Pad Lot 15 FPG 5 12.2 105.4 115.8 91 90 NU 902 11/15/19 Finish Pad Lot 14 FPG 5 15.1 104.4 115.8 90 90 NU 903 11/15/19 Finish Pad Lot 13 FPG 5 14.3 104.9 115.8 91 90 NU 904 11/15/19 Finish Pad Lot 60 FPG 8 13.6 105.1 115.0 91 90 NU 905 11/15/19 Finish Pad Lot 61 FPG 8 13.9 106.0 115.0 92 90 NU 906 11/15/19 Finish Pad Lot 62 FPG 8 13.9 104.8 115.0 91 90 NU 907 01/21/20 Abutment 1, left bridge 229.5 18 11.0 124.4 130.2 96 95 NU 908 01/21/20 Abutment 1, right bridge 229.5 18 11.1 124.1 130.2 95 95 NU 909 01/21/20 Abutment 1, left bridge 230.5 18 6.0 125.2 130.2 96 95 NU 910 01/21/20 Abutment 1, left bridge 231.5 18 7.1 123.2 130.2 95 95 NU 911 01/21/20 Abutment 1, right bridge 231.5 18 8.6 129.6 130.2 100 95 NU 912 01/21/20 Abutment 1, between bridges 232.5 18 6.5 125.7 130.2 97 95 NU 913 01/22/20 Abutment 1, right bridge 232.5 18 5.6 124.8 130.2 96 95 NU 914 01/22/20 Abutment 4, left bridge 233.5 18 6.0 125.2 130.2 96 95 NU 915 01/22/20 Abutment 4, left bridge 233.5 18 5.1 124.2 130.2 95 95 NU 916 01/22/20 Abutment 4, left bridge 235.5 18 6.4 126.2 130.2 97 95 NU 917 01/22/20 Abutment 4, left bridge 235.5 18 5.2 128.3 130.2 99 95 NU 918 01/22/20 Abutment 4, right bridge 233.5 18 5.7 124.7 130.2 96 95 NU 919 01/22/20 Abutment 4, right bridge 233.5 18 6.4 123.2 130.2 95 95 NU 920 01/22/20 Abutment 4, right bridge 235.5 18 4.5 125.7 130.2 97 95 NU 921 01/22/20 Abutment 4, right bridge 235.5 18 5.0 123.7 130.2 95 95 NU 922 02/12/20 Abutment 4, right bridge 220 6 13.6 111.9 116.7 96 95 NU 923 02/12/20 Abutment 4, left bridge 220 6 12.9 112.1 116.7 96 95 NU 924 02/12/20 Abutment 1, left bridge 222 6 13.5 110.9 116.7 95 95 NU 925 02/12/20 Abutment 1, right bridge 210 6 13.7 112.5 116.7 96 95 NU 926 02/13/20 Abutment 1, right bridge 217 6 12.8 111.1 116.7 95 95 NU 927 02/13/20 Abutment 1, right bridge 218 6 13.7 112.4 116.7 96 95 NU 928 02/13/20 Abutment 4, left bridge 210 6 14.1 111.2 116.7 95 95 NU 929 02/13/20 Abutment 4, left bridge 208 6 13.5 113.5 116.7 97 95 NU 930 02/13/20 Abutment 1, left bridge 216 6 13.0 110.7 116.7 95 95 NU 931 02/13/20 Abutment 1, left bridge 217 6 14.1 112.3 116.7 96 95 NU 932 02/13/20 Abutment 1, right bridge 220 6 13.7 113.0 116.7 97 95 NU 933 02/14/20 Abutment 4, left bridge 223 3 13.5 108.3 114.6 95 95 NU 934 02/14/20 Abutment 4, left bridge 223 3 14.3 109.4 114.6 95 95 NU 935 02/14/20 Abutment 1, right bridge 220 6 13.8 110.5 116.7 95 95 NU 936 02/14/20 Abutment 1, right bridge 221 3 14.1 111.3 114.6 97 95 NU 937 02/14/20 Abutment 1, right bridge 218 3 14.0 108.4 114.6 95 95 NU 938 02/18/20 Abutment 1, left bridge 209 3 13.7 109.1 114.6 95 95 NU 939 02/18/20 Abutment 1, left bridge 210 3 13.5 112.1 114.6 98 95 NU 940 02/18/20 Abutment 4, left bridge 211 3 13.9 109.4 114.6 95 95 NU 941 02/18/20 Abutment 4, left bridge 209 3 14.1 110.4 114.6 96 95 NU 942 02/18/20 Abutment 1, right bridge 216 3 13.3 108.9 114.6 95 95 NU 943 02/18/20 Abutment 1, left bridge 219 3 14.1 109.3 114.6 95 95 NU 944 02/19/20 Abutment 4, right bridge 204 3 13.6 109.0 114.6 95 95 NU 945 02/19/20 near Pier 3, right bridge 196 3 13.9 110.2 114.6 96 95 NU 946 02/19/20 Abutment 4, right bridge 212 3 14.4 111.2 114.6 97 95 NU 947 02/19/20 Abutment 4, right bridge 214 3 13.5 109.3 114.6 95 95 NU 948 02/19/20 Abutment 4, right bridge 216 3 14.1 110.1 114.6 96 95 NU 949 02/24/20 Abutment 1, right bridge 226 13 13.4 109.2 113.1 97 95 NU 950 02/24/20 Abutment 4, left bridge 225 13 13.1 108.2 113.1 96 95 NU Grading 20 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 951 02/24/20 Abutment 4, left bridge 219 13 14.1 106.9 113.1 95 95 NU 952 02/25/20 Abutment 4, right bridge 226 13 13.5 107.1 113.1 95 95 NU 953 02/25/20 Abutment 4, right bridge 228 13 14.0 106.9 113.1 95 95 NU 954 02/25/20 Abutment 1, right bridge 230 13 13.2 108.1 113.1 96 95 NU 955 02/25/20 Abutment 1, right bridge 226 13 14.5 106.9 113.1 95 95 NU 956 02/25/20 Abutment 4, left bridge 228 13 13.9 109.2 113.1 97 95 NU 957 02/26/20 Abutment 1, right bridge 230 13 14.2 108.9 113.1 96 95 NU 958 02/26/20 Abutment 1, left bridge 229 13 13.6 110.2 113.1 97 90 NU 959 02/26/20 Abutment 1, left bridge 232 13 13.4 109.2 113.1 97 90 NU 960 02/26/20 Abutment 1, left bridge 232 13 13.3 108.0 113.1 95 90 NU 961 04/20/20 Lot 7 Aisle F FG 16 13.5 112.4 116.0 97 90 NU 962 04/20/20 Lot 7 Aisle F FG 16 8.2 109.5 116.0 94 90 NU 963 04/20/20 Lot 8 Aisle F FG 16 12.3 116.0 116.0 100 90 NU 964 04/20/20 Lot 8 Aisle F FG 16 13.5 109.8 116.0 95 90 NU 965 04/20/20 Lot 9 Aisle F FG 16 12.2 111.9 116.0 96 90 NU 966 04/20/20 Lot 9 Aisle F FG 16 10.5 110.2 116.0 95 90 NU 967 04/20/20 Lot 10 Aisle F FG 16 13.7 110.4 116.0 95 90 NU 968 04/20/20 Lot 10 Aisle F FG 16 13.8 111.7 116.0 96 90 NU 969 04/20/20 Lot 11 Aisle F FG 16 9.0 113.7 116.0 98 90 NU 970 04/20/20 Lot 11 Aisle F FG 16 12.7 111.7 116.0 96 90 NU 971 04/20/20 Lot 12 Aisle F FG 16 8.5 109.4 116.0 94 90 NU 972 04/20/20 Lot 12 Aisle F FG 16 12.4 110.2 116.0 95 90 NU 973 04/22/20 Lot 1 Aisle E FG 16 10.1 115.0 116.0 99 90 NU 974 04/22/20 Lot 1 Aisle E FG 16 12.2 112.8 116.0 97 90 NU 975 04/22/20 Lot 2 Aisle E FG 16 11.3 113.0 116.0 97 90 NU 976 04/22/20 Lot 2 Aisle E FG 16 12.1 110.5 116.0 95 90 NU 977 04/22/20 Lot 3 Aisle E FG 16 14.1 109.8 116.0 95 90 NU 978 04/22/20 Lot 3 Aisle E FG 16 13.6 111.0 116.0 96 90 NU 979 04/22/20 Lot 4 Aisle E FG 16 12.7 112.8 116.0 97 90 NU 980 04/22/20 Lot 4 Aisle E FG 16 10.3 114.8 116.0 99 90 NU 981 04/22/20 Lot 5 Aisle E FG 16 12.1 113.4 116.0 98 90 NU 982 04/22/20 Lot 5 Aisle E FG 16 12.9 110.1 116.0 95 90 NU 983 04/22/20 Lot 6 Aisle E FG 16 11.1 115.4 116.0 99 90 NU 984 04/22/20 Lot 6 Aisle E FG 16 12.7 114.2 116.0 98 90 NU 985 04/27/20 Encelia Place Easement SG 16 9.1 115.4 116.0 99 90 NU 986 04/27/20 Encelia Place Easement SG 16 13.4 113.8 116.0 98 90 NU 987 04/30/20 Aisle K Asphalt Patch SG 25 5.4 133.7 130.2 103 90 NU 988 06/15/20 Lot 119 FPG 16 12.0 110.6 116.0 95 90 NU 989 06/15/20 Lot 119 FPG 16 11.3 108.4 116.0 93 90 NU 990 06/15/20 Lot 118 FPG 16 10.7 108.7 116.0 94 90 NU 991 06/15/20 Lot 118 FPG 16 10.9 109.4 116.0 94 90 NU 992 06/15/20 Lot 117 FPG 16 11.6 108.8 116.0 94 90 NU 993 06/15/20 Lot 117 FPG 16 10.5 107.3 116.0 93 90 NU 994 06/15/20 Lot 116 FPG 16 10.9 107.7 116.0 93 90 NU 995 06/15/20 Lot 116 FPG 16 11.1 108.5 116.0 94 90 NU 996 06/15/20 Lot 115 FPG 16 10.1 109.6 116.0 94 90 NU 997 06/15/20 Lot 115 FPG 16 9.9 109.4 116.0 94 90 NU 998 06/15/20 Lot 114 FPG 16 11.0 111.5 116.0 96 90 NU 999 06/15/20 Lot 114 FPG 16 11.2 112.2 116.0 97 90 NU 1000 07/20/20 Lot 120 FPG 16 10.8 107.8 116.0 93 90 NU Grading 21 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 1001 07/20/20 Lot 120 FPG 16 11.1 107.1 116.0 92 90 NU 1002 07/20/20 Lot 121 FPG 16 10.9 106.2 116.0 92 90 NU 1003 07/20/20 Lot 121 FPG 16 11.4 107.4 116.0 93 90 NU 1004 07/20/20 Lot 122 FPG 16 10.6 105.9 116.0 91 90 NU 1005 07/20/20 Lot 122 FPG 16 11.2 108.1 116.0 93 90 NU 1006 07/20/20 Lot 123 FPG 16 11.1 108.4 116.0 93 90 NU 1007 07/20/20 Lot 123 FPG 16 10.8 107.2 116.0 92 90 NU 1008 08/18/20 Lot 108 FPG 9 7.7 112.0 119.5 94 90 NU 1009 08/18/20 Lot 108 FPG 9 8.9 112.4 119.5 94 90 NU 1010 08/18/20 Lot 109 FPG 9 8.3 111.7 119.5 93 90 NU 1011 08/18/20 Lot 109 FPG 2 9.9 116.2 122.9 95 90 NU 1012 08/18/20 Lot 110 FPG 2 10.1 120.9 122.9 98 90 NU 1013 08/18/20 Lot 110 FPG 2 8.5 116.4 122.9 95 90 NU 1014 08/18/20 Lot 111 FPG 9 7.7 110.7 119.5 93 90 NU 1015 08/18/20 Lot 111 FPG 9 8.6 111.8 119.5 94 90 NU 1016 08/18/20 Lot 112 FPG 9 9.1 113.2 119.5 95 90 NU 1017 08/18/20 Lot 112 FPG 9 8.9 111.1 119.5 93 90 NU 1018 08/18/20 Lot 113 FPG 9 8.8 110.6 119.5 93 90 NU 1019 08/18/20 Lot 113 FPG 9 8.8 113.0 119.5 95 90 NU 1020 08/20/20 Rec Area 1 FPG 16 13.0 111.9 116.0 96 90 NU 1021 08/20/20 Rec Area 1 FPG 16 13.6 112.3 116.0 97 90 NU 1022 08/20/20 Rec Area 1 FPG 9 14.3 114.6 119.5 96 90 NU 1023 10/06/20 Lot 79 FPG 9 11.3 109.4 119.5 92 90 NU 1024 10/06/20 Lot 80 FPG 9 10.0 112.7 119.5 94 90 NU 1025 10/06/20 Lot 81 FPG 9 12.1 114.1 119.5 95 90 NU 1026 10/06/20 Lot 82 FPG 9 11.2 111.9 119.5 94 90 NU 1027 10/06/20 Lot 83 FPG 9 10.5 113.2 119.5 95 90 NU 1028 10/06/20 Lot 84 FPG 9 10.8 110.6 119.5 93 90 NU 1029 11/17/20 Lot 107 250.1 9 9.7 114.3 119.5 96 90 NU 1030 11/17/20 Lot 106 250.6 9 10.5 114.0 119.5 95 90 NU 1031 11/17/20 Lot 105 251.1 9 13.3 113.2 119.5 95 90 NU 1032 11/17/20 Lot 104 251.1 9 11.3 116.7 119.5 98 90 NU 1033 11/17/20 Lot 103 250.6 9 7.4 113.1 119.5 95 90 NU 1034 11/17/20 Lot 102 250.2 9 9.5 114.7 119.5 96 90 NU 1035 11/17/20 Lot 101 251.7 9 9.8 114.7 119.5 96 90 NU 1036 11/17/20 Lot 100 252.3 9 8.2 113.4 119.5 95 90 NU 1037 11/17/20 Lot 99 252.3 9 9.5 115.3 119.5 96 90 NU 1038 11/17/20 Lot 98 251.9 9 9.2 120.1 119.5 101 90 NU 1039 11/17/20 Lot 97 251.6 9 7.6 118.1 119.5 99 90 NU 1040 12/08/20 Pad 97 FSG 16 6.9 108.3 116.0 93 90 NU 1041 12/08/20 Pad 97 FSG 16 6.4 115.6 116.0 100 90 NU 1042 12/08/20 Pad 98 FSG 16 9.4 117.2 116.0 101 90 NU 1043 12/08/20 Pad 98 FSG 16 10.0 107.7 116.0 93 90 NU 1044 12/08/20 Pad 99 FSG 16 8.3 112.0 116.0 97 90 NU 1045 12/08/20 Pad 99 FSG 16 6.2 116.7 116.0 101 90 NU 1046 12/08/20 Pad 100 FSG 16 7.9 113.2 116.0 98 90 NU 1047 12/08/20 Pad 100 FSG 16 7.4 118.5 116.0 102 90 NU 1048 12/08/20 Pad 101 FSG 16 6.7 116.4 116.0 100 90 NU 1049 12/08/20 Pad 101 FSG 16 6.7 110.5 116.0 95 90 NU 1050 02/01/21 Pad 85 FSG 16 17.5 112.9 116.0 97 90 NU Grading 22 of 22 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS 1051 02/01/21 Pad 86 FSG 16 14.9 111.5 116.0 96 90 NU 1052 02/01/21 Pad 87 FSG 16 21.1 97.8 116.0 84 90 1055 NU 1053 02/01/21 Pad 88 FSG 16 17.0 101.2 116.0 87 90 1056 NU 1054 02/01/21 Pad 89 FSG 16 18.0 99.8 116.0 86 90 1058 NU 1055 02/02/21 Pad 87 FSG 16 13.5 106.7 116.0 92 90 NU 1056 02/02/21 Pad 88 FSG 16 12.3 108.9 116.0 94 90 NU 1057 02/02/21 Pad 88 FSG 16 13.8 106.7 116.0 92 90 NU 1058 02/02/21 Pad 89 FSG 16 14.0 105.9 116.0 91 90 NU 1059 02/02/21 Pad 89 FSG 16 12.9 110.4 116.0 95 90 NU 1060 02/22/21 Pad 90 FSG 9 9.6 115.4 119.5 97 90 NU 1061 02/22/21 Pad 91 FSG 9 10.2 113.0 119.5 95 90 NU 1062 02/22/21 Pad 92 FSG 9 9.7 114.2 119.5 96 90 NU 1063 02/22/21 Pad 93 FSG 9 8.4 119.0 119.5 100 90 NU 1064 02/22/21 Pad 94 FSG 9 10.3 116.5 119.5 97 90 NU 1065 02/22/21 Pad 95 FSG 9 12.2 113.6 119.5 95 90 NU 1066 02/22/21 Pad 96 FSG 9 11.3 114.3 119.5 96 90 NU 1067 02/26/21 Pad 71 FSG 16 10.5 110.5 116.0 95 90 NU 1068 02/26/21 Pad 72 FSG 16 12.0 104.6 116.0 90 90 NU 1069 02/26/21 Pad 73 FSG 16 11.2 109.3 116.0 94 90 NU 1070 02/26/21 Pad 74 FSG 16 10.0 111.3 116.0 96 90 NU 1071 02/26/21 Pad 75 FSG 16 10.0 113.9 116.0 98 90 NU 1072 02/26/21 Pad 76 FSG 16 9.9 112.6 116.0 97 90 NU 1073 02/26/21 Pad 77 FSG 16 10.6 110.9 116.0 96 90 NU 1074 02/26/21 Pad 78 FSG 16 10.4 109.7 116.0 95 90 NU 1075 05/04/21 Pad 70 250.9 9 13.4 111.1 119.5 93 90 NU 1076 05/04/21 Pad 69 251.2 9 9.1 115.9 119.5 97 90 NU 1077 05/04/21 Pad 68 251.2 9 14.6 110.6 119.5 93 90 NU 1078 05/04/21 Pad 67 250.9 9 11.2 110.5 119.5 92 90 NU 1079 05/04/21 Pad 66 250.5 9 15.2 110.4 119.5 92 90 NU 1080 05/04/21 Pad 65 250.4 9 11.8 109.1 119.5 91 90 NU 1081 05/04/21 Pad 64 250.8 9 12.5 115.1 119.5 96 90 NU 1082 05/04/21 Pad 63 250.4 9 14.1 111.9 119.5 94 90 NU 1083 05/24/21 Pool deck/patio - Rec Area 1 FSG 16 12.7 110.0 116.0 95 90 NU 1084 05/24/21 Pool deck/patio - Rec Area 1 FSG 16 14.1 107.6 116.0 93 90 NU 1085 05/24/21 Spa deck/patio - Rec Area 1 FSG 16 13.7 108.8 116.0 94 90 NU 1086 05/24/21 Driveway south of Rec Area 1 FSG 16 11.3 106.7 116.0 92 90 NU 1087 05/24/21 Driveway south of Rec Area 1 FSG 16 12.8 105.9 116.0 91 90 NU Trench Backfill 1 of 13 (Gas) Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] G-1 03/15/19 Existing Poinsettia Sta. 177+50 273 14 21.2 103.3 113.5 91 90 NU G-2 03/15/19 Existing Poinsettia Sta. 178+15 272 14 17.1 108.3 113.5 95 90 NU G-3 03/15/19 Existing Poinsettia Sta. 178+85 271.5 14 19.6 104.1 113.5 92 90 NU G-4 03/15/19 Existing Poinsettia Sta. 179+70 272 14 20.1 104.5 113.5 92 90 NU G-5 03/19/19 Gas line Poinsettia Lane 242 16 12.4 104.7 116.0 90 90 NU G-6 03/19/19 Gas line Poinsettia Lane 243 16 13.8 106.2 116.0 92 90 NU G-7 03/19/19 Gas line Poinsettia Lane 244 16 14.1 106.6 116.0 92 90 NU G-8 03/19/19 Gas line Poinsettia Lane 245 16 16.6 106.4 116.0 92 90 NU G-9 02/05/20 Aisle Q 248 6 14.1 107.1 116.7 92 90 NU G-10 02/05/20 Aisle Q 247 6 13.8 110.3 116.7 95 90 NU G-11 02/05/20 Aisle U 244 6 14.4 106.5 116.7 91 90 NU G-12 02/05/20 Aisle U 245 6 13.2 106.9 116.7 92 90 NU G-13 02/06/20 Aisle R 248 15 13.8 109.2 115.5 95 90 NU G-14 02/06/20 Aisle R 249 15 13.9 107.4 115.5 93 90 NU G-15 02/20/20 Aisle S 247 15 13.5 105.3 115.5 91 90 NU G-16 02/20/20 Aisle S 248 15 13.4 107.1 115.5 93 90 NU G-17 02/20/20 Aisle S 247 15 13.8 104.9 115.5 91 90 NU G-18 02/21/20 Aisle X 250 15 12.9 104.6 115.5 91 90 NU G-19 02/21/20 Aisle X 250 15 12.8 108.1 115.5 94 90 NU G-20 08/31/20 Poinsettia Lane, Sta. 195+15 246 16 12.9 106.3 116.0 92 90 NU G-21 08/31/20 Poinsettia Lane, Sta. 195+40 247 16 13.3 105.2 116.0 91 90 NU G-22 08/31/20 Poinsettia Lane, Sta. 195+70 248.5 16 13.4 107.8 116.0 93 90 NU G-23 08/31/20 Poinsettia Lane, Sta. 195+90 248 16 14.1 105.4 116.0 91 90 NU DENSITY TEST RESULTS Trench Backfill 2 of 13 (Joint Trench) Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] JT-1 03/30/19 STA185+40 Poinsettia Ln.238.5 14 15.1 102.9 113.5 91 90 NU JT-2 03/30/19 STA185+75 Poinsettia Ln.238 14 15.4 102.7 113.5 90 90 NU JT-3 03/30/19 STA180+81 Poinsettia Ln.242.5 6 12.4 106.9 116.7 92 90 NU JT-4 03/30/19 STA180+40 Poinsettia Ln.242 6 12.7 107.5 116.7 92 90 NU JT-5 03/30/19 Poinsettia at Artemisia 235 6 13.5 108.2 116.7 93 90 NU JT-6 03/30/19 STA186+600 Poinsettia Ln.234 6 15.1 107.5 116.7 92 90 NU JT-7 03/30/19 STA187+10 Poinsettia Ln.233.5 14 17.1 103.7 113.5 91 90 NU JT-8 04/02/19 Artemisia ~STA10+50 to 12+75 241 6 13.0 112.6 116.7 96 90 NU JT-9 04/02/19 Artemisia ~STA10+50 to 12+75 240.5 14 15.1 103.0 113.5 91 90 NU JT-10 04/02/19 Artemisia ~STA10+50 to 12+75 240 14 14.8 103.8 113.5 91 90 NU JT-11 04/02/19 Artemisia ~STA10+50 to 12+75 239 6 12.7 107.4 116.7 92 90 NU JT-12 04/03/19 ARTEmisia ~ 12+65 238 15 13.8 104.4 115.5 90 90 NU JT-13 04/03/19 STA187+80 Poinsettia Ln.233 15 14.3 107.6 115.5 93 90 NU JT-14 04/03/19 STA187+80 Poinsettia Ln.232.5 15 14.0 108.3 115.5 94 90 NU JT-15 04/03/19 STA188+10 Poinsettia Ln.232.5 15 14.3 107.9 115.5 93 90 NU JT-16 06/21/19 Aisle G 65' from back of curb 247 7 13.2 108.9 118.4 92 90 NU JT-17 06/21/19 Aisle G 123' from back of curb 246.5 7 9.7 106.7 118.4 90 90 NU JT-18 06/24/19 Dry Utility: Aisle F, 50' from back of curb 244 7 10.2 109.7 118.4 93 90 NU JT-19 06/24/19 Dry Utility: Aisle F lateral, 42' from back of curb 244 7 11.9 106.1 118.4 90 90 NU JT-20 06/24/19 Dry Utility: Aisle E, 114' from back of curb 244 7 9.4 110.4 118.4 93 90 NU JT-21 06/24/19 Dry Utility: Aisle E lateral, 142' from back of curb 244 7 12.0 108.5 118.4 92 90 NU JT-22 06/24/19 Dry Utility: Aisle O, 27' from back of curb 244 7 12.1 110.6 118.4 93 90 NU JT-23 06/24/19 Dry Utility: Aisle O lateral, 42' from back of curb 244 7 11.5 107.6 118.4 91 90 NU JT-24 10/01/19 Artemisia Ct 10+90 xing 238 15 14.6 106.3 115.5 92 90 NU JT-25 10/01/19 Artemisia Ct 11+45 xing 241 15 14.4 107.4 115.5 93 90 NU JT-26 10/01/19 Artemisia Ct 12+75 xing 246 15 14.5 106.8 115.5 92 90 NU JT-27 10/01/19 Spartina Ct 14+75 246 15 13.9 106.3 115.5 92 90 NU JT-28 10/01/19 Spartina Ct 14+05 247 15 14.6 107.7 115.5 93 90 NU JT-29 10/01/19 Spartina Ct 13+45 248 15 14.8 108.3 115.5 94 90 NU JT-30 10/01/19 Spartina Ct 12+50 248 15 14.2 107.1 115.5 93 90 NU JT-31 10/01/19 Spartina Ct 11+50 xing 247 15 14.0 106.8 115.5 92 90 NU JT-32 10/03/19 Spartina Ct. 11+75 247 15 14.8 107.5 115.5 93 90 NU JT-33 10/03/19 Spartina Ct. 11+25 246 15 14.6 107.1 115.5 93 90 NU JT-34 10/04/19 Artemisia Ct. 14+48 xing 246 15 14.1 105.9 115.5 92 90 NU JT-35 10/07/19 Artemisia Ct. 12+89 246 15 13.7 104.6 115.5 91 90 NU JT-36 10/07/19 Artemisia Ct. 13+40 247 15 13.5 106.6 115.5 92 90 NU JT-37 10/07/19 Artemisia Ct. 14+58 246 15 11.1 106.0 115.5 92 90 NU JT-38 10/07/19 Artemisia Ct. 15+85 xing 246 15 10.7 103.4 115.5 90 90 NU JT-39 10/07/19 Aisle V 247 15 15.1 105.3 115.5 91 90 NU DENSITY TEST RESULTS Trench Backfill 3 of 13 (Storm Drain) Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] SD-1 09/18/18 Line E 1+00 212 5 13.7 107.0 115.8 92 90 NU SD-2 09/18/18 Line E 0+80 212 5 13.4 107.4 115.8 93 90 NU SD-3 09/18/18 Line E 0+65 215 5 14.1 106.9 115.8 92 90 NU SD-4 09/18/18 Line E 0+45 207 5 14.8 106.4 115.8 92 90 NU SD-5 10/02/18 Line E Basin outlet 1+36 212 5 13.7 105.9 115.8 91 90 NU SD-6 10/02/18 Line E Basin outlet 1+36 214 5 13.3 105.2 115.8 91 90 NU SD-7 10/02/18 Line E Basin outlet 1+36 216 5 13.6 105.5 115.8 91 90 NU SD-8 10/03/18 Line E Basin outlet 1+36 218 5 13.2 104.7 115.8 90 90 NU SD-9 10/03/18 Line E Basin outlet 1+36 220 5 13.8 105.1 115.8 91 90 NU SD-10 10/03/18 Line E Energy Dissipator 201 5 14.2 106.2 115.8 92 90 NU SD-11 10/03/18 Line E Energy Dissipator 202 5 13.9 105.9 115.8 91 90 NU SD-12 10/03/18 Line E Basin outlet 1+36 222 5 13.4 105.6 115.8 91 90 NU SD-13 10/12/18 Line E Basin outlet 1+36 225 8 13.8 104.9 115.0 91 90 NU SD-14 10/12/18 Line E Basin outlest 227 8 14.2 103.9 115.0 90 90 NU SD-15 01/10/18 Line A- 1+65 247 8 14.7 104.3 115.0 91 90 NU SD-16 01/29/19 Poinsettia Ln Pub. 179+75 SD-A 238 14 16.3 101.8 113.5 90 90 NU SD-17 01/29/19 Poinsettia Ln Pub. 179+70 SD-A 240 14 16.1 102.3 113.5 90 90 NU SD-18 01/29/19 Poinsettia Ln Pub. 179+70 SD-A 239 14 15.3 103.7 113.5 91 90 NU SD-19 01/29/19 Poinsettia Ln Pub. 179+70 SD-A 241 14 15.7 103.3 113.5 91 90 NU SD-20 01/30/19 Poinsettia Ln Pub. 179+70 SD-A 234 14 15.2 104.2 113.5 92 90 NU SD-21 01/30/19 Poinsettia Ln Pub. 179+70 SD-A 236 14 14.3 103.4 113.5 91 90 NU SD-22 01/30/19 Poinsettia Ln Pub. 179+70 SD-A 238 14 14.6 103.6 113.5 91 90 NU SD-23 02/08/19 Poinsettia Ln Pub. 180+77 SD-A 237 14 14.7 105.3 113.5 93 90 NU SD-24 02/08/19 Poinsettia Ln Pub. 180+67 SD-A 240 14 14.5 103.9 113.5 92 90 NU SD-25 02/08/19 Poinsettia Ln Pub. 180+50 SD-238 14 15.1 104.1 113.5 92 90 NU SD-26 02/08/19 Poinsettia Ln Pub. 180+55 SD-240 14 14.8 103.8 113.5 91 90 NU SD-27 02/08/19 Poinsettia Ln Pub. 180+50 SD-238 14 14.5 102.9 113.5 91 90 NU SD-28 02/08/19 Poinsettia Ln Pub. 180+53 SD-240 14 14.9 103.9 113.5 92 90 NU SD-29 02/08/19 Poinsettia Ln Pub. 179+90 Line 238 14 14.6 103.6 113.5 91 90 NU SD-30 02/08/19 Poinsettia Ln Pub. 180+10 Line 241 14 15.2 103.8 113.5 91 90 NU SD-31 02/08/19 Poinsettia Ln Pub. 180+20 Line 239 14 14.8 104.8 113.5 92 90 NU SD-32 02/12/19 Poinsettia Ln Pub. 180+45 Line 236 10 14.7 103.8 114.0 91 90 NU SD-33 02/12/19 Poinsettia Ln Pub. 180+49 Line 238 10 15.4 102.8 114.0 90 90 NU SD-34 02/12/19 Poinsettia Ln Pub. 180+48 Line 240 10 16.3 102.1 114.0 90 90 NU SD-35 02/12/19 Poinsettia Ln Pub. 180+50 Line 242 10 15.2 105.3 114.0 92 90 NU SD-36 02/12/19 Encelia Pl 14+08 241 10 14.9 103.4 114.0 91 90 NU SD-37 02/12/19 Encelia Pl 14+90 241 10 16.2 102.2 114.0 90 90 NU SD-38 02/12/19 Encelia Pl 15+81 241 10 14.2 103.2 114.0 91 90 NU SD-39 02/13/19 Artemisia PL 12+22 238 12 13.9 103.7 115.3 90 90 NU SD-40 02/13/19 Artemisia PL 12+49 236 12 15.1 104.2 115.3 90 90 NU SD-41 02/13/19 Artemisia PL 12+69 236 12 14.7 105.6 115.3 92 90 NU SD-42 02/13/19 Artemisia PL 11+10 239 7 13.8 107.5 118.4 91 90 NU SD-43 02/13/19 Artemisia PL 11+50 239 7 15.8 106.9 118.4 90 90 NU SD-44 02/13/19 Artemisia PL 11+90 238 7 14.6 107.4 118.4 91 90 NU SD-45 02/20/19 Poinsettia Ln Pub. 180+60 SD-238 7 12.7 106.3 118.4 90 90 NU SD-46 02/20/19 Poinsettia Ln Pub. 180+62 SD-242 7 15.3 106.2 118.4 90 90 NU SD-47 02/20/19 Poinsettia Ln Pub. 180+62 SD-242 7 13.5 108.8 118.4 92 90 RT1 NU SD-48 02/20/19 Poinsettia Ln Pub. 180+70 SD-240 7 12.9 106.1 118.4 90 90 NU SD-49 02/20/19 Poinsettia Ln Pub. 180+72 SD-242 7 13.2 106.4 118.4 90 90 NU SD-50 02/20/19 Poinsettia Ln Pub. 180+55 SD-241 7 14.0 107.1 118.4 90 90 NU DENSITY TEST RESULTS Trench Backfill 4 of 13 (Storm Drain) Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS SD-51 02/20/19 Poinsettia Ln Pub. 180+75 SD-240 7 13.8 106.9 118.4 90 90 NU SD-52 02/20/19 Poinsettia Ln Pub. 180+80 SD-241 7 12.6 107.3 118.4 91 90 NU SD-53 02/25/19 Poinsettia Ln Pub. Sta. 181+25 235 14 15.9 103.4 113.5 91 90 NU SD-54 02/25/19 Poinsettia Ln Pub. Sta. 181+15 241 14 15.0 105.8 113.5 93 90 NU SD-55 02/25/19 Private SD Line H-1 238 7 12.2 112.5 118.4 95 90 NU SD-56 02/25/19 Private SD Line H-1 241 7 14.6 111.2 118.4 94 90 NU SD-57 02/25/19 Private SD Line H-4 241.5 7 14.0 113.2 118.4 96 90 NU SD-58 02/25/19 Poinsettia Ln Pub. Sta. 181+35 239 14 17.6 101.3 113.5 89 90 SD-59 NU SD-59 02/25/19 Poinsettia Ln Pub. Sta. 181+55 239 14 17.4 104.3 113.5 92 90 NU SD-60 02/25/19 Poinsettia Ln Pub. Sta. 181+45 237 14 17.2 105.1 113.5 93 90 NU SD-61 02/25/19 Poinsettia Ln Pub. Sta. 181+45 242 14 17.2 102.7 113.5 90 90 NU SD-62 02/25/19 Private SD Line H-4 243 14 17.6 104.7 113.5 92 90 NU SD-63 02/25/19 Private SD Line L-4 235 14 19.7 102.5 113.5 90 90 SD-64 NU SD-64 02/25/19 Private SD Line L-4 235 14 18.0 105.0 113.5 93 90 NU SD-65 02/26/19 Private SD Line L-4 237 14 20.0 101.3 113.5 89 90 SD-66 NU SD-66 03/05/19 Aisle "L"240 16 17.2 104.6 116.0 90 90 NU SD-67 03/05/19 Aisle "L"240 16 17.8 105.9 116.0 91 90 NU SD-68 03/05/19 Aisle "M"240 16 16.6 108.7 116.0 94 90 NU SD-69 03/05/19 Aisle "M"240 16 18.8 105.1 116.0 91 90 NU SD-70 03/11/19 Aisle K Line M-5 Sta. 2+10 237 14 19.0 101.6 113.5 90 90 NU SD-71 03/11/19 Aisle K Line M-4 Sta. 1+90 236 14 18.1 104.4 113.5 92 90 NU SD-72 03/11/19 Aisle K Line M-4 Sta. 1+50 236 14 21.8 99.4 113.5 88 90 SD-73 NU SD-73 03/11/19 Aisle K Line M-4 Sta. 1+40 235 14 20.7 99.8 113.5 88 90 SD-74 NU SD-74 03/14/19 Aisle K Line M-4 Sta. 1+25 235 14 20.3 99.7 113.5 88 90 SD-75 NU SD-75 03/18/19 Aisle K Line M-4 Sta. 0+80 237 14 19.1 104.2 113.5 92 90 NU SD-76 03/18/19 Aisle K Line M-4 Sta. 0+50 235 14 18.0 104.7 113.5 92 90 NU SD-77 03/19/19 Aisle M Area Drain 240 16 12.4 108.2 116.0 93 90 NU SD-78 03/19/19 Aisle M Area Drain 240 16 11.9 108.8 116.0 94 90 NU SD-79 03/19/19 Aisle N Area Drain 246 16 14.0 105.9 116.0 91 90 NU SD-80 03/19/19 Aisle N Area Drain 244 16 14.4 106.1 116.0 91 90 NU SD-81 03/21/19 Aisle L Storm Drain Main 240 16 12.6 104.9 116.0 90 90 NU SD-82 03/21/19 Aisle M storm Drain Lateral 242 16 14.2 105.6 116.0 91 90 NU SD-83 03/21/19 Aisle M storm Drain Lateral 242 16 15.0 106.0 116.0 91 90 NU SD-84 03/25/19 Storm Drain Box at K&J 238 16 16.4 106.6 116.0 92 90 NU SD-85 03/25/19 Storm Drain Box at K&J 236 16 12.4 106.1 116.0 91 90 NU SD-86 03/25/19 Storm Drain Box at K&J 236 16 16.0 111.1 116.0 96 90 NU SD-87 03/25/19 SD Box Poinsettia Ln Sta183 262 16 11.1 108.9 116.0 94 90 NU SD-88 03/25/19 SD BF at Retention Basin 262 16 15.9 110.0 116.0 95 90 NU SD-89 03/25/19 SD BF at Retention Basin 242 16 15.4 111.4 116.0 96 90 NU SD-90 03/27/19 Aisle K Storm Drain Lateral 14 16.2 103.5 113.5 91 90 NU SD-91 03/27/19 Aisle K Storm Drain Lateral 14 18.6 102.9 113.5 91 90 NU SD-92 03/29/19 Storm Drain Box Aisle K 238 16 11.8 104.5 116.0 90 90 NU SD-93 03/29/19 Storm Drain Box Aisle K 238 16 10.6 110.8 116.0 96 90 NU SD-94 04/04/19 biofiltration basin 3-1 236.5 14 17.7 104.1 113.5 92 90 NU SD-95 04/04/19 biofiltration basin 3-1 238 14 18.0 103.6 113.5 91 90 NU SD-96 04/04/19 biofiltration basin 3-1 239 14 17.3 103.2 113.5 91 90 NU SD-97 05/30/19 Private SDL "L" Sta. 0+90 233 7 16.7 109.9 118.4 93 90 NU SD-98 05/30/19 Private SDL "L" Sta. 0+75 239 7 15.3 106.1 118.4 90 90 NU SD-99 05/30/19 Private SDL "L" Sta. 0+55 238 7 14.5 106.3 118.4 90 90 NU SD-100 05/30/19 Private SDL "L" Sta. 0+35 235 7 14.0 107.5 118.4 91 90 NU Trench Backfill 5 of 13 (Storm Drain) Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS SD-101 05/30/19 Private SDL "L" Sta. 0+15 230 7 12.8 110.9 118.4 94 90 NU SD-102 05/30/19 Private SDL "L" Sta. 0+50 239 7 15.0 107.2 118.4 91 90 NU SD-103 05/30/19 Private SDL "L" Sta. 1+00 239 7 13.9 108.9 118.4 92 90 NU SD-104 05/30/19 Private SDL "M" Sta. 0+40 237 14 17.1 102.3 113.5 90 90 NU SD-105 05/31/19 Private SDL "M" Sta. 0+21 232 14 20.2 102.3 113.5 90 90 NU SD-106 05/31/19 Private SDL "M" Sta. 0+41 237 14 16.3 107.5 113.5 95 90 NU SD-107 05/31/19 Private SDL "A" Sta. 13+30 244 15 15.1 109.9 115.5 95 90 NU SD-108 05/31/19 Private SDL "A" Sta. 11+55 242 9 16.7 108.6 119.5 91 90 NU SD-109 06/03/19 Private SDL "A" Sta. 10+33 218 9 12.2 113.9 119.5 95 90 NU SD-110 06/03/19 Private SDL "A" Sta. 10+58 226 9 12.4 109.6 119.5 92 90 NU SD-111 06/03/19 Private SDL "A" Sta. 10+54 228 9 12.2 111.1 119.5 93 90 NU SD-112 06/03/19 Private SDL "A" Sta. 10+71 236 9 11.5 109.1 119.5 91 90 NU SD-113 06/03/19 Private SDL "A" Sta. 10+74 237 9 12.3 107.0 119.5 90 90 NU SD-114 06/03/19 Private SDL "A" Sta. 14+48 244 15 17.7 107.5 115.5 93 90 NU SD-115 06/03/19 Private SDL "A" Sta. 14+71 247 15 15.3 104.2 115.5 90 90 NU SD-116 06/03/19 Private SDL "A" Sta. 14+86 248 15 18.1 104.7 115.5 91 90 NU SD-117 06/04/19 Private SDL "A" Sta. 15+30 247 15 13.9 110.5 115.5 96 90 NU SD-118 06/04/19 Private SDL "A" Sta. 16+48 246 15 13.7 104.9 115.5 91 90 NU SD-119 06/04/19 Private SDL "A" Sta. 16+42 246 15 13.6 108.8 115.5 94 90 NU SD-120 06/04/19 Private SDL "A" Sta. 16+20 248 15 14.8 110.2 115.5 95 90 NU SD-121 06/04/19 Private SDL "A" Sta. 15+95 247 15 14.6 108.1 115.5 94 90 NU SD-122 06/04/19 Private SDL "A" Sta. 15+68 247 15 15.4 106.9 115.5 93 90 NU SD-123 06/04/19 Private SDL "F" Sta. 0+25 245 8 15.9 103.8 115.0 90 90 NU SD-124 06/04/19 Private SDL "F" Sta. 0+80 246 8 14.0 103.7 115.0 90 90 NU SD-125 06/05/19 Private SDL "B" Sta. 2+25 244 15 14.1 109.2 115.5 95 90 NU SD-126 06/05/19 Pvt SDL "C" 12' from outlet 245 15 16.1 106.2 115.5 92 90 NU SD-127 06/05/19 Private SDL "B" Sta. 1+80 246 15 15.1 109.4 115.5 95 90 NU SD-128 06/05/19 Pvt SDL "C" 14' from outlet 247 15 15.6 108.0 115.5 94 90 NU SD-129 06/06/19 Private SDL "B" Sta. 1+03 246 15 14.3 107.9 115.5 93 90 NU SD-130 06/06/19 Pvt SDL "C" 16' from outlet 248 15 14.5 110.9 115.5 96 90 NU SD-131 06/06/19 Pvt SDL "C" 25' from outlet 248 15 13.8 109.8 115.5 95 90 NU SD-132 06/06/19 Private SDL "B" Sta. 0+70 242 15 14.8 107.6 115.5 93 90 NU SD-133 06/06/19 Private SDL "A" Sta. 15+12 245 15 15.3 106.9 115.5 93 90 NU SD-134 06/06/19 Private SDL "B" Sta. 0+20 243 15 15.4 110.3 115.5 95 90 NU SD-135 06/06/19 Private SDL "B" Sta. 0+15 239 15 14.1 109.8 115.5 95 90 NU SD-136 06/06/19 Private SDL "A" Sta. 15+53 249 15 15.0 107.0 115.5 93 90 NU SD-137 06/17/19 MH 1 See Plot 15 11.8 109.8 115.5 95 90 NU SD-138 06/17/19 MH 1 See Plot 15 12.5 113.9 115.5 99 90 NU SD-139 06/17/19 MH 3 See Plot 15 15.2 111.1 115.5 96 90 NU SD-140 06/17/19 MH 3 See Plot 15 14.4 109.8 115.5 95 90 NU SD-141 06/17/19 MH 4 See Plot 15 15.2 107.2 115.5 93 90 NU SD-142 06/17/19 MH 4 See Plot 15 15.2 108.9 115.5 94 90 NU SD-143 06/17/19 MH 5 See Plot 15 17.8 108.8 115.5 94 90 NU SD-144 06/17/19 MH 5 See Plot 15 17.4 107.3 115.5 93 90 NU SD-145 06/17/19 MH 2 See Plot 15 17.7 107.6 115.5 93 90 NU SD-146 06/17/19 MH 2 See Plot 15 15.9 109.5 115.5 95 90 NU SD-147 06/17/19 MH 6 See Plot 15 13.9 107.8 115.5 93 90 NU SD-148 06/17/19 MH 7 See Plot 15 20.3 104.4 115.5 90 90 NU SD-149 06/17/19 MH 7 See Plot 15 14.9 103.9 115.5 90 90 NU SD-150 06/17/19 MH 8 See Plot 15 12.2 112.4 115.5 97 90 NU Trench Backfill 6 of 13 (Storm Drain) Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS SD-151 06/17/19 MH 9 See Plot 15 14.7 109.6 115.5 95 90 NU SD-152 06/17/19 Private storm E Art 15 10.8 106.7 115.5 92 90 NU SD-153 06/19/19 Private storm E Art 15 13.5 104.5 115.5 90 90 NU SD-154 06/19/19 Private storm E Art 15 14.7 106.2 115.5 92 90 NU SD-155 06/21/19 Artemisia at Agave Cir 249 15 14.2 113.4 115.5 98 90 NU SD-156 06/21/19 Artemisia at Agave Cir 245 15 11.4 104.3 115.5 90 90 NU SD-157 06/21/19 On Spartina at Poinsettia 247 15 15.8 103.8 115.5 90 90 NU SD-158 06/21/19 On Spartina at Poinsettia 248 15 11.6 107.7 115.5 93 90 NU SD-159 06/21/19 SD East of Poins near bridge 245 15 11.5 106.4 115.5 92 90 NU SD-160 07/03/19 Diffuser at SW corner of 210 15 10.6 104.3 115.5 90 90 NU SD-161 07/03/19 Diffuser near abutment 1 FG 10 12.1 103.9 114.0 91 90 NU SD-162 07/03/19 Sta13+00 MH on Artemisia at 246 15 11.7 115.7 115.5 100 90 NU SD-163 07/05/19 SD on Spartina Sta3+29 249 15 14.1 103.6 115.5 90 90 NU SD-164 07/09/19 PSDL N, Sta0+55 217 15 11.8 109.2 115.5 95 90 NU SD-165 07/09/19 PSDL N, Sta0+65 Southeastward 219 15 17.2 103.6 115.5 90 90 NU SD-166 07/09/19 PSDL N, Sta0+70 223 15 15.3 105.2 115.5 91 90 NU SD-167 07/30/19 Spartina/Poinsettia, 8' from 244 15 17.3 103.9 115.5 90 90 NU SD-168 12/13/19 Aisle "P" drain line 238.5 16 20.4 103.8 116.0 89 90 191 NU SD-169 12/13/19 Aisle "P" drain line 245 16 16.4 108.8 116.0 94 90 NU SD-170 12/13/19 Aisle "P" drain line 244 16 20.3 103.3 116.0 89 90 192 NU SD-171 12/16/19 Aisle "Q" drain line 245 16 18.9 101.2 116.0 87 90 193 NU SD-172 12/18/19 Aisle "S" drain line 250 9 12.1 108.3 119.5 91 90 NU SD-173 12/18/19 Aisle "S" drain line 249 9 11.4 108.8 119.5 91 90 NU SD-174 12/18/19 Agave Circle drain line 250 9 12.3 107.8 119.5 90 90 NU SD-175 12/18/19 Agave Circle drain line 249 9 11.6 109.2 119.5 91 90 NU SD-176 12/18/19 Agave Circle drain line 248 9 11.3 110.4 119.5 92 90 NU SD-177 12/18/19 Agave Circle drain line 247 9 11.8 109.7 119.5 92 90 NU SD-178 12/18/19 Aisle "R" drain line 248 9 11.8 109.1 119.5 91 90 NU SD-179 12/18/19 Aisle "R" drain line 247 9 12.3 109.6 119.5 92 90 NU SD-180 12/18/19 Aisle "U" drain line 247 8 14.7 106.3 115.0 92 90 NU SD-181 12/18/19 Aisle "U" drain line 246 8 15.1 105.1 115.0 91 90 NU SD-182 12/19/19 Aisle "V" drain line 248 8 14.6 106.9 115.0 93 90 NU SD-183 12/19/19 Aisle "V" drain line 248 8 14.3 106.4 115.0 93 90 NU SD-184 12/19/19 Aisle "P" drain line 239 16 14.8 104.9 116.0 90 90 NU SD-185 12/19/19 Aisle "P" drain line 244 16 14.6 105.3 116.0 91 90 NU SD-186 12/19/19 Aisle "Q" drain line 245 16 15.3 104.7 116.0 90 90 NU SD-187 12/19/19 Aisle "Q" drain line 245 16 14.8 105.5 116.0 91 90 NU SD-188 01/02/20 Lot 117 drain line 244 16 14.1 104.9 116.0 90 90 NU SD-189 01/02/20 Lot 118 drain line 243 16 13.7 105.8 116.0 91 90 NU SD-190 01/02/20 Lot 119 drain line 245 16 14.4 105.5 116.0 91 90 NU SD-191 01/10/20 Aisle X drain line 248 15 14.7 110.4 115.5 96 90 NU SD-192 01/10/20 Aisle X drain line 248 15 14.2 113.0 115.5 98 90 NU SD-193 01/10/20 Aisle X drain line 247 15 14.9 111.1 115.5 96 90 NU SD-194 01/10/20 Aisle W drain line 244 15 18.0 105.1 115.5 91 90 NU SD-195 01/10/20 Aisle W drain line 243 15 15.2 106.6 115.5 92 90 NU SD-196 06/19/20 Line P 2+00 227 6 13.7 111.8 116.7 96 90 NU SD-197 06/19/20 Line P 1+85 229 6 13.3 111.3 116.7 95 90 NU SD-198 06/19/20 Line P 1+65 222 6 13.3 112.4 116.7 96 90 NU SD-199 06/19/20 Line P 1+50 223 6 12.7 112.8 116.7 97 90 NU SD-200 06/19/20 Line P 1+35 218 6 12.8 111.7 116.7 96 90 NU Trench Backfill 7 of 13 (Storm Drain) Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS SD-201 06/19/20 Line P 1+15 218 6 12.6 114.6 116.7 98 90 NU SD-202 06/19/20 Line P 1+00 214 6 13.3 113.2 116.7 97 90 NU SD-203 06/19/20 Line P 00+80 211 6 12.7 112.4 116.7 96 90 NU SD-204 06/19/20 Line P 00+65 208 6 12.2 111.2 116.7 95 90 NU SD-205 06/23/20 Poinsettia Sta. 193+00 235 6 12.8 109.4 116.7 94 90 NU SD-206 06/23/20 Poinsettia Sta. 193+00 237 6 13.0 108.7 116.7 93 90 NU SD-207 06/23/20 Poinsettia Sta. 192+80 235 6 13.6 110.4 116.7 95 90 NU SD-208 06/23/20 Poinsettia Sta. 192+65 237 6 13.0 111.2 116.7 95 90 NU SD-209 06/23/20 Poinsettia Sta. 192+45 234 6 13.1 111.9 116.7 96 90 NU SD-210 06/23/20 Poinsettia Sta. 192+35 235 6 12.7 112.3 116.7 96 90 NU SD-211 06/29/21 Poinsettia Sta. 193+00 CO 235 6 12.5 112.7 116.7 97 90 NU SD-212 06/29/21 Poinsettia Sta. 193+00 CO 237 6 13.1 112.3 116.7 96 90 NU SD-213 06/29/21 Poinsettia Sta. 193+05 235 6 12.8 111.4 116.7 95 90 NU SD-214 06/29/21 Poinsettia Sta. 193+10 237 6 12.7 111.8 116.7 96 90 NU SD-215 06/29/21 Line S 233 6 13.8 108.7 116.7 93 90 NU SD-216 06/29/21 Line S 235 6 14.1 108.2 116.7 93 90 NU SD-217 06/29/21 Line S 233 6 13.7 109.3 116.7 94 90 NU SD-218 06/29/21 Poinsettia Sta. 192+30 CO 232 6 12.9 110.7 116.7 95 90 NU SD-219 06/29/21 Poinsettia Sta. 192+30 CO 234 6 13.3 111.8 116.7 96 90 NU SD-220 06/29/21 Poinsettia Sta. 192+30 Lat.234 6 13.6 111.4 116.7 95 90 NU SD-221 06/29/21 Poinsettia Sta. 192+30 Lat.235 6 13.5 112.0 116.7 96 90 NU SD-222 07/08/20 Pub SD outlet Sta. 191+70, North of Abt. 3 210 12 12.1 106.2 115.3 92 90 NU SD-223 07/08/20 Pub SD outlet Sta. 191+60, North of Abt. 4 209 12 14.2 108.1 115.3 94 90 NU SD-224 07/08/20 Pub SD outlet Sta. 191+40, North of Abt. 5 210 12 13.5 105.3 115.3 91 90 NU Trench Backfill 8 of 13 (Sanitary Sewer) Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] SS-1 01/04/19 AH-1 AISLE I 229 5 13.9 106.1 115.8 92 90 NU SS-2 01/04/19 AH-1 AISLE I 231 5 13.7 105.8 115.8 91 90 NU SS-3 01/04/19 AH-1 AISLE I 233 5 14.1 106.7 115.8 92 90 NU SS-4 01/04/19 AH-1 AISLE I 235 5 13.6 106.3 115.8 92 90 NU SS-5 01/04/19 AH-1 AISLE I 237 5 14.0 105.2 115.8 91 90 NU SS-6 01/04/19 AH-1 AISLE I 239 5 14.0 106.9 115.8 92 90 NU SS-7 01/04/19 AH-1 AISLE I 241 5 13.7 107.4 115.8 93 90 NU SS-8 01/09/19 AISLE I- 2+55 231 3 16.2 102.9 114.6 90 90 NU SS-9 01/09/19 AISLE I- 2+45 233 3 16.1 104.6 114.6 91 90 NU SS-10 01/09/19 AISLE I- 2-50 235 3 15.4 104.1 114.6 91 90 NU SS-11 01/09/19 AISLE I- 2+40 237 3 14.9 103.6 114.6 90 90 NU SS-12 01/09/19 AISLE I- 2+40 239 3 14.4 104.3 114.6 91 90 NU SS-13 01/09/19 AISLE I- 2+27 231 3 15.1 104.9 114.6 92 90 NU SS-14 01/09/19 Lateral 2+32 233 3 14.9 105.2 114.6 92 90 NU SS-15 01/09/19 Lateral 2+25 235 3 14.8 104.7 114.6 91 90 NU SS-16 01/09/19 AISLE I- 2+15 238 3 14.4 105.4 114.6 92 90 NU SS-17 01/09/19 AISLE I- 1+50 231 3 13.9 104.9 114.6 92 90 NU SS-18 01/09/19 AISLE I- Lat.1+80 233 3 14.2 103.6 114.6 90 90 NU SS-19 01/09/19 AISLE I- Lat 1+33 235 3 14.0 103.8 114.6 91 90 NU SS-20 01/09/19 AISLE I- 1+45 237 3 13.6 105.5 114.6 92 90 NU SS-21 01/09/19 AISLE I- 1+85 239 3 14.1 104.1 114.6 91 90 NU SS-22 01/25/19 Encelia 10+59 235 5 13.7 106.4 115.8 92 90 NU SS-23 01/25/19 Encelia 10+82 236 5 14.3 105.7 115.8 91 90 NU SS-24 01/25/19 Encelia 11+20 235 5 14.0 105.8 115.8 91 90 NU SS-25 01/25/19 Encelia 10+11 238 5 13.9 104.5 115.8 90 90 NU SS-26 01/25/19 Encelia 10+58 240 5 14.3 105.3 115.8 91 90 NU SS-27 01/25/19 Encelia 11+71 240 5 14.0 105.0 115.8 91 90 NU SS-28 01/25/19 Encelia 11+30 240 5 13.6 104.9 115.8 91 90 NU SS-29 01/25/19 Encelia 11+71 241 5 14.5 104.3 115.8 90 90 NU SS-30 01/25/19 Encelia 11+80 240 5 15.2 106.2 115.8 92 90 NU SS-31 01/25/19 Encelia 12+10 242 5 15.0 105.8 115.8 91 90 NU SS-32 01/25/19 Lateral 9+80 236 5 15.2 104.8 115.8 91 90 NU SS-33 01/25/19 Lateral 9+85 238 5 13.9 105.2 115.8 91 90 NU SS-34 01/25/19 Lateral 9+85 239 5 14.2 104.8 115.8 91 90 NU SS-35 01/25/19 Lateral 12+42 238 5 13.9 105.3 115.8 91 90 NU SS-36 01/28/19 Encelia PL 13+60 239 14 14.9 103.4 113.5 91 90 NU SS-37 01/28/19 Encelia PL 13+35 241 14 14.3 103.9 113.5 92 90 NU SS-38 01/28/19 Encelia Pl 13+45 243 14 14.7 103.0 113.5 91 90 NU SS-39 01/28/19 Encelia Pl 13+00 237 14 15.5 102.3 113.5 90 90 NU SS-40 01/28/19 Encelia Pl 12+80 239 14 17.2 96.5 113.5 85 90 41 NU SS-41 01/28/19 Encelia Pl 12+80 239 14 16.1 103.3 113.5 91 90 NU SS-42 01/28/19 Encelia Pl 12+70 241 14 15.6 102.9 113.5 91 90 NU SS-43 01/28/19 AH-6 238 5 14.8 105.1 115.8 91 90 NU SS-44 01/28/19 AH-6 240 5 14.2 106.5 115.8 92 90 NU SS-45 01/28/19 AH-6 242 5 15.1 105.4 115.8 91 90 NU SS-46 01/28/19 AH-3 233 5 14.9 103.9 115.8 90 90 NU SS-47 01/28/19 AH-3 235 5 14.3 104.8 115.8 91 90 NU SS-48 01/28/19 AH-3 237 5 14.7 104.4 115.8 90 90 NU SS-49 01/28/19 AH-2 231 5 13.0 105.0 115.8 91 90 NU SS-50 01/28/19 AH-2 233 5 13.8 104.7 115.8 90 90 NU DENSITY TEST RESULTS Trench Backfill 9 of 13 (Sanitary Sewer) Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS SS-51 01/28/19 AH-2 235 5 13.5 104.4 115.8 90 90 NU SS-52 01/28/19 AH-2 238 5 13.8 105.7 115.8 91 90 NU SS-53 01/29/19 Encelia Pl 12+40 238 5 13.6 104.5 115.8 90 90 NU SS-54 01/29/19 Encelia Pl 12+40 240 5 14.2 106.1 115.8 92 90 NU SS-55 01/29/19 Encelia Pl 12+57 238 5 13.7 104.9 115.8 91 90 NU SS-56 01/29/19 Encelia Pl 12+57 240 5 13.7 103.9 115.8 90 90 NU SS-57 01/29/19 Encelia Pl 13+70 238 5 14.3 105.4 115.8 91 90 NU SS58 01/29/19 Encelia Pl 13+70 240 5 14.0 104.8 115.8 91 90 NU SS-59 01/29/19 Encelia Pl 13+80 239 5 13.5 106.2 115.8 92 90 NU SS-60 01/29/19 Encelia Pl 13+85 238 5 14.2 105.3 115.8 91 90 NU SS-61 01/29/19 Encelia Pl 14+05 240 5 13.6 104.2 115.8 90 90 NU SS-62 01/29/19 Encelia Pl 14+20 240 5 13.8 105.1 115.8 91 90 NU SS-63 01/29/19 Encelia Pl 14+30 239 5 13.6 106.4 115.8 92 90 NU SS-64 01/29/19 Encelia Pl 14+51 242 5 13.4 105.3 115.8 91 90 NU SS-65 01/29/19 Encelia Pl 14+40 239 5 13.9 104.2 115.8 90 90 NU SS-66 01/29/19 Encelia Pl 14+60 240 5 13.7 103.9 115.8 90 90 NU SS-67 01/29/19 Encelia Pl 14+75 240 5 13.7 106.4 115.8 92 90 NU SS-68 01/29/19 Encelia Pl 14+85 239 5 14.1 101.3 115.8 87 90 42 NU SS-69 01/29/19 Encelia Pl 14+85 239 5 14.7 105.3 115.8 91 90 NU SS-70 01/30/19 Encelia Pl 15+25 241 5 13.6 107.4 115.8 93 90 NU SS-71 01/30/19 Encelia Pl 15+76 239 5 13.6 105.3 115.8 91 90 NU SS-72 01/30/19 Encelia Pl 16+06 241 5 13.8 104.8 115.8 91 90 NU SS-73 01/30/19 Encelia Pl 16+06 239 5 13.6 104.6 115.8 90 90 NU SS-74 01/30/19 Artemisia 10+15 238 5 13.7 106.3 115.8 92 90 NU SS-75 01/30/19 Artemisia 10+47 240 5 13.9 105.7 115.8 91 90 NU SS-76 01/30/19 Artemisia 10+60 239 5 14.0 104.9 115.8 91 90 NU SS-77 01/30/19 Artemisia 10+65 238 5 13.5 104.6 115.8 90 90 NU SS-78 01/30/19 Artemisia 10+71 240 5 13.9 105.2 115.8 91 90 NU SS-79 01/30/19 Artemisia 10+90 239 5 14.4 106.2 115.8 92 90 NU SS-80 01/30/19 Encelia Pl 14+45 238 5 13.6 105.3 115.8 91 90 NU SS-81 01/30/19 Encelia Pl 14+51 241 5 13.5 104.9 115.8 91 90 NU SS-82 01/30/19 Encelia Pl 15+08 237 5 14.3 103.9 115.8 90 90 NU SS-83 01/30/19 Encelia Pl 15+08 240 5 14.1 106.1 115.8 92 90 NU SS-84 01/30/19 Encelia Pl 15+08 240 5 13.8 104.3 115.8 90 90 NU SS85 01/30/19 Encelia Pl 16+00 239 5 13.6 105.1 115.8 91 90 NU SS-86 01/30/19 Encelia Pl 16+06 240 5 14.2 103.9 115.8 90 90 NU SS-87 02/08/19 Artemisia PL 11+51 238 10 15.2 103.8 114.0 91 90 NU SS-88 02/08/19 Artemisia PL 12+50 238 10 14.8 104.3 114.0 91 90 NU SS-89 02/11/19 Artemisia PL 11+90 235 10 15.2 103.7 114.0 91 90 NU SS-90 02/11/19 Artemisia PL 12+06 235 10 15.8 102.8 114.0 90 90 NU SS-91 02/11/19 Artemisia PL 12+06 238 10 16.2 104.1 114.0 91 90 NU SS92 02/11/19 Artemisia PL 12+89 234 10 14.9 103.9 114.0 91 90 NU SS-93 02/11/19 Artemisia PL 13+00 236 10 15.8 102.3 114.0 90 90 NU SS-94 02/11/19 Artemisia PL 13+05 238 14 16.2 101.9 113.5 90 90 NU SS-95 02/11/19 Poinsettia PL 13+30 235 14 15.5 103.2 113.5 91 90 NU SS-96 02/11/19 Poinsettia PL 13+45 236 14 14.8 104.1 113.5 92 90 NU SS-97 02/20/19 Aisle L 239 14 14.7 103.3 113.5 91 90 NU SS-98 02/20/19 Aisle L 240 14 14.2 104.1 113.5 92 90 NU SS-99 02/20/19 Aisle L 238 14 13.9 103.2 113.5 91 90 NU SS-100 02/20/19 Aisle L 240 14 15.7 102.9 113.5 91 90 NU Trench Backfill 10 of 13 (Sanitary Sewer) Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS SS-101 02/26/19 Aisle M Sta. 0+22 326 14 18.5 103.1 113.5 91 90 NU SS-102 02/26/19 Aisle M Sta. 0+59 326 14 17.5 104.9 113.5 92 90 NU SS-103 02/26/19 Aisle M Sta. 0+08 328 14 17.7 104.8 113.5 92 90 NU SS-104 02/26/19 Aisle M Sta. 0+75 236.5 14 19.2 103.8 113.5 91 90 NU SS-105 02/26/19 Aisle M Sta. 1+10 238 14 18.9 102.4 113.5 90 90 NU SS-106 02/26/19 Aisle M Sta. 1+25 238.5 14 19.3 104.0 113.5 92 90 NU SS-107 03/05/19 Aisle "H"240 16 19.8 104.5 116.0 90 90 NU SS-108 03/05/19 Aisle "H"240 16 18.7 104.5 116.0 90 90 NU SS-109 03/11/19 Aisle "J" Sta. 0+20 237 15 16.3 108.2 115.5 94 90 NU SS-110 03/11/19 Aisle "J" Sta. 0+65 236 15 15.6 105.3 115.5 91 90 NU SS-111 03/11/19 Aisle "J" Sta. 1+00 237 15 15.7 108.9 115.5 94 90 NU SS-112 03/11/19 Aisle "J" Sta. 1+15 239 15 13.2 108.3 115.5 94 90 NU SS-113 03/11/19 Aisle "N" Sta. 1+45 2409 15 14.4 109.7 115.5 95 90 NU SS-114 03/11/19 Aisle "N" Sta. 1+05 240 15 17.9 105.9 115.5 92 90 NU SS-115 03/11/19 Aisle "N" Sta. 0+50 239 15 16.8 103.9 115.5 90 90 NU SS-116 03/11/19 Aisle "N" Sta. 0+80 244 15 17.8 107.0 115.5 93 90 NU SS-117 03/14/19 Aisle "N" Sta. 0+15 240 15 16.7 104.8 115.5 91 90 NU SS-118 03/14/19 Aisle "N" Sta. 0+70 242 15 16.9 106.1 115.5 92 90 NU SS-119 03/14/19 Aisle "N" Sta. 0+25 244 15 16.6 103.7 115.5 90 90 NU SS-120 05/09/19 Aisle "G" west end -14 18.1 103.7 113.5 91 90 NU SS-121 05/09/19 Aisle "G" east end -14 16.7 102.2 113.5 90 90 NU SS-122 05/30/19 Aisle "H" Sta. 0+80 -4 8.2 110.9 119.0 93 90 NU SS-123 05/30/19 Aisle "O" Sta 0+35 -14 15.3 103.9 113.5 92 90 NU SS-124 11/18/19 Aisle "P" 241 16 14.6 107.3 116.0 93 90 NU SS-125 11/18/19 Aisle "P" 243 16 14.1 107.0 116.0 92 90 NU SS-126 11/18/19 Lateral Lot 116 245 16 13.9 109.4 116.0 94 90 NU SS-127 11/18/19 Aisle "P" 240 16 14.2 108.2 116.0 93 90 NU SS-128 11/18/19 Aisle "P" 242 16 13.9 108.6 116.0 94 90 NU SS-129 11/18/19 Lateral Lot 118 244 16 14.0 108.5 116.0 94 90 NU SS-130 11/18/19 Aisle "P" 240 16 14.7 107.8 116.0 93 90 NU SS-131 11/18/19 Aisle "P" 242 16 14.0 108.0 116.0 93 90 NU SS-132 11/18/19 Lateral Lot 114 245 16 14.2 109.8 116.0 95 90 NU SS-133 11/18/19 Aisle "Q"244 16 13.6 107.3 116.0 93 90 NU SS-134 11/18/19 Aisle "Q"245 16 14.2 106.8 116.0 92 90 NU SS-135 11/18/19 Lateral Lot 111 246 16 14.7 106.5 116.0 92 90 NU SS-136 11/18/19 Aisle "Q"243 16 13.8 107.6 116.0 93 90 NU SS-137 11/18/19 Aisle "Q"245 16 14.2 109.1 116.0 94 90 NU SS-138 11/18/19 Lateral Lot 109 246 16 13.6 108.4 116.0 93 90 NU SS-139 11/18/19 Aisle "Q"244 16 13.9 108.8 116.0 94 90 NU SS-140 11/18/19 Aisle "Q"245 16 14.6 107.2 116.0 92 90 NU SS-141 11/18/19 Lateral lot 113 247 16 14.4 107.8 116.0 93 90 NU SS-142 11/19/19 Aisle "S"247 9 10.8 111.4 119.5 93 90 NU SS-143 11/19/19 Aisle "S"249 9 11.1 110.9 119.5 93 90 NU SS-144 11/19/19 Aisle "S"246 9 12.1 110.1 119.5 92 90 NU SS-145 11/19/19 Aisle "S"248 9 11.6 109.8 119.5 92 90 NU SS-146 11/19/19 Lateral Lot 101 249 9 11.0 110.4 119.5 92 90 NU SS-147 11/19/19 Aisle "S"246 9 10.7 111.9 119.5 94 90 NU SS-148 11/19/19 Aisle "S"248 9 10.5 111.3 119.5 93 90 NU SS-149 11/19/19 Lateral Lot 97 248 9 10.9 110.8 119.5 93 90 NU SS-150 11/19/19 Aisle "S" Alley 247 9 12.3 109.3 119.5 91 90 NU Trench Backfill 11 of 13 (Sanitary Sewer) Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS SS-151 11/19/19 Aisle "S" Alley 249 9 11.7 110.2 119.5 92 90 NU SS-152 11/19/19 Aisle "S"`246 3 15.0 104.3 114.6 91 90 NU SS-153 11/19/19 Aisle "S"248 3 14.6 104.8 114.6 91 90 NU SS-154 11/19/19 Aisle "S"246 3 13.9 106.1 114.6 93 90 NU SS-155 11/19/19 Lateral Lot 91 248 3 14.0 106.7 114.6 93 90 NU SS-156 11/19/19 Aisle "S"247 3 13.7 105.7 114.6 92 90 NU SS-157 11/19/19 Aisle "S"249 3 13.9 106.3 114.6 93 90 NU SS-158 11/19/19 Agave Cir.246 9 10.8 110.6 119.5 93 90 NU SS-159 11/19/19 Agave Cir.247 9 10.8 110.3 119.5 92 90 NU SS-160 11/19/19 Agave Cir.248 9 11.3 109.6 119.5 92 90 NU SS-161 11/22/19 Aisle "U"246 8 14.9 104.9 115.0 91 90 NU SS-162 11/22/19 Aisle "U"248 8 15.2 104.4 115.0 91 90 NU SS-163 11/22/19 Aisle "U"245 8 15.2 103.9 115.0 90 90 NU SS-164 11/22/19 Aisle "U"247 8 15.0 104.6 115.0 91 90 NU SS-165 11/22/19 Aisle "V"245 8 15.3 103.7 115.0 90 90 NU SS-166 11/22/19 Aisle "V"247 8 15.1 104.8 115.0 91 90 NU SS-167 11/22/19 Aisle "V"245 8 14.6 105.6 115.0 92 90 NU SS-168 11/22/19 Aisle "V"247 8 15.0 105.2 115.0 91 90 NU SS-169 11/22/19 Aisle "R"246 9 11.7 108.9 119.5 91 90 NU SS-170 11/22/19 Aisle "R"248 9 12.4 108.4 119.5 91 90 NU SS-171 11/22/19 Aisle "R"245 9 12.1 109.3 119.5 91 90 NU SS-172 11/22/19 Aisle "R"247 9 11.9 110.2 119.5 92 90 NU SS-173 12/12/19 Aisle "P"248 9 15.2 107.4 119.5 90 90 NU SS-174 01/06/20 Aisle "W"244 15 15.2 104.9 115.5 91 90 NU SS-175 01/06/20 Aisle "W"243 15 14.6 105.6 115.5 91 90 NU SS-176 01/06/20 Aisle "W"244 15 14.7 104.4 115.5 90 90 NU SS-177 01/06/20 Aisle "W"243 15 13.9 106.2 115.5 92 90 NU SS-178 01/06/20 Aisle"X"247 15 14.7 105.4 115.5 91 90 NU SS-179 01/06/20 Aisle"X"248 15 14.3 104.8 115.5 91 90 SS-180 01/06/20 Aisle"X"247 15 14.0 105.5 115.5 91 90 SS-181 01/06/20 Aisle"X"248 15 14.2 106.6 115.5 92 90 SS-182 01/06/20 Aisle"X"249 15 14.6 107.3 115.5 93 90 SS_183 08/06/20 Aisle "W"245 15 11.9 108.3 115.5 94 90 SS-184 08/06/20 Aisle "W"245 15 12.5 109.0 115.5 94 90 ss-185 08/06/20 Aisle "W"244.5 15 12.7 108.8 115.5 94 90 Trench Backfill 12 of 13 (Water) Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] W-1 03/14/19 Reclaim - Poinsettia Sta. 180+90 14 16.1 102.5 113.5 90 90 NU W-2 03/14/19 Reclaim - Poinsettia Sta. 181+80 14 16.7 101.8 113.5 90 90 NU W-3 03/14/19 Reclaim - Poinsettia Sta. 182+70 14 16.4 102.3 113.5 90 90 NU W-4 03/14/19 Reclaim - Poinsettia Sta. 183+70 14 17.8 107.4 113.5 95 90 NU W-5 03/14/19 Reclaim - Poinsettia Sta. 184+55 14 19.0 102.0 113.5 90 90 NU W-6 03/14/19 Reclaim - Poinsettia Sta. 185+25 14 16.4 102.3 113.5 90 90 NU W-7 03/20/19 Water Valve Sta. 10+00 16 10.5 104.5 116.0 90 90 NU W-8 03/20/19 Water Main Sta. 13+60.99 16 14.5 105.4 116.0 91 90 NU W-9 03/20/19 Water Valve Sta.16+50.50 16 16.4 105.7 116.0 91 90 NU W-10 03/27/19 Domestic Water Aisle I 14 17.5 101.9 113.5 90 90 NU W-11 03/27/19 Domestic Water Aisle H 14 15.0 105.8 113.5 93 90 NU W-12 03/27/19 Domestic Water Aisle N 14 15.8 102.0 113.5 90 90 NU W-13 03/28/19 Water Main At Site Entrance SG -1.5'14 19.0 102.5 113.5 90 90 NU W-14 03/28/19 Water Main At Site Entrance SG -1.5'14 20.0 101.6 113.5 90 90 NU W-15 03/28/19 Water Main At Site Entrance SG 14 18.0 107.3 113.5 95 95 NU W-16 03/28/19 Water Main At Site Entrance SG 14 15.4 103.9 113.5 92 95 W-17 NU W-17 03/28/19 Water Main At Site Entrance SG 14 15.8 111.1 113.5 98 95 NU W-18 03/28/19 Water Main At Site Entrance SG 14 17.1 108.1 113.5 95 95 NU W-19 03/29/19 WaterMain Aisle J fg 16 11.8 107.3 116.0 93 90 NU W-20 03/29/19 Water Lateral Aisle J fg 16 9.4 107.9 116.0 93 90 NU W-21 03/29/19 Water Main Aisle K 238 16 17.8 104.7 116.0 90 90 NU W-22 03/29/19 Water Lateral Aisle K 238 16 13.0 105.3 116.0 91 90 NU W-23 05/06/19 Poinsettia West Lane 176+80 242 7 12.4 108.8 118.4 92 90 NU W-24 05/06/19 Poinsettia West Lane 176+55 243 7 12.1 108.5 118.4 92 90 NU W-25 05/06/19 Poinsettia West Lane 176+25 242 7 12.8 108.2 118.4 91 90 NU W-26 05/06/19 Poinsettia West Lane 175+95 244 7 13.1 107.5 118.4 91 90 NU W-27 05/06/19 Poinsettia West Lane 175+70 242 2 11.6 111.7 122.9 91 90 NU W-28 05/07/19 Poinsettia West Lane 175+60 243 2 13.1 110.8 122.9 90 90 NU W-29 05/07/19 Poinsettia West Lane 175+40 244 2 12.9 111.4 122.9 91 90 NU W-30 07/02/19 Sta16+25 South SD, east side Artemsia 248 15 12.7 105.1 115.5 91 90 NU W-31 07/02/19 Sta15+60 South SD, east side Artemsia 247 15 10.9 110.6 115.5 96 90 NU W-32 07/02/19 Sta15+85 north SD, east side Artemsia 246 15 8.9 111.1 115.5 96 90 NU W-33 07/02/19 Sta14+13 South SD, east side Artemsisia 246 15 11.0 111.8 115.5 97 90 NU W-34 07/02/19 Sta13+27 North SD, east side Artemsisia 247 15 10.0 112.6 115.5 97 90 NU W-35 07/02/19 Sta12+47 South SD, east side Artemsisia 246 15 11.1 110.0 115.5 95 90 NU W-36 07/02/19 Sta11+80 North SD, east side Artemsisia 244 15 12.3 107.3 115.5 93 90 NU W-37 07/02/19 Artemsisa @ Poinsettia Westbound 237 15 11.1 103.7 115.5 90 90 NU W-38 01/16/20 Aisle Y water line 248 15 11.9 108.7 115.5 94 90 NU W-39 01/16/20 Aisle Y water line 248 15 14.3 110.4 115.5 96 90 NU W-40 01/16/20 Aisle X water line 248 15 15.1 110.6 115.5 96 90 NU W-41 01/16/20 Aisle X water line 248 15 15.1 111.2 115.5 96 90 NU W-42 01/16/20 Aisle W water line 244 15 11.4 112.2 115.5 97 90 NU W-43 01/16/20 Aisle W water line 244 15 17.4 107.5 115.5 93 90 NU W-44 01/16/20 Aisle V water line 248 15 16.9 110.5 115.5 96 90 NU W-45 01/16/20 Aisle V water line 248 15 17.0 108.1 115.5 94 90 NU W-46 01/16/20 Aisle U water line 247 15 17.4 107.7 115.5 93 90 NU W-47 01/16/20 Aisle U water line 247 15 12.0 108.5 115.5 94 90 NU W-48 01/16/20 Agave circle water line 248 15 15.4 109.6 115.5 95 90 NU W-49 01/16/20 Agave circle water line 248 15 15.2 112.3 115.5 97 90 NU W-50 01/17/20 Agave circle water line 249 15 15.5 111.6 115.5 97 90 NU DENSITY TEST RESULTS Trench Backfill 13 of 13 (Water) Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS W-51 01/17/20 Agave circle water line 249 15 20.9 105.6 115.5 91 90 NU W-52 01/17/20 Aisle S water line 249 15 13.9 110.4 115.5 96 90 NU W-53 01/17/20 Aisle S water line 249 15 19.4 107.8 115.5 93 90 NU W-54 01/17/20 Aisle R water line 249 15 17.4 111.3 115.5 96 90 NU W-55 01/17/20 Aisle R water line 249 15 15.4 109.0 115.5 94 90 NU W-56 01/17/20 Aisle Q water line 246 15 17.7 111.8 115.5 97 90 NU W-57 01/17/20 Aisle Q water line 246 15 18.1 112.6 115.5 97 90 NU W-58 01/17/20 Aisle P water line 244 15 16.5 109.6 115.5 95 90 NU W-59 01/17/20 Aisle P water line 244 15 14.5 115.3 115.5 100 90 NU W-60 01/29/20 Water Line, Poinsettia Lane FG-2 15 14.2 111.5 115.5 97 95 NU W-61 01/29/20 Water Line, Poinsettia Lane FG-1 15 9.8 113.6 115.5 98 95 NU W-62 07/02/20 Water Line, Poinsettia Lane 193+50 236 15 13.9 109.9 115.5 95 95 NU W-63 07/02/20 Water Line, Poinsettia Lane 193+80 240 15 14.5 110.3 115.5 95 95 NU W-64 07/02/20 Water Line, Poinsettia Lane 194+10 241 15 15.3 110.9 115.5 96 95 NU W-65 07/02/20 Water Line, Poinsettia Lane 194+20 242 15 14.5 111.3 115.5 96 95 NU W-66 07/02/20 Water Line, Poinsettia Lane 194+50 244 15 13.8 109.5 115.5 95 95 NU W-67 07/02/20 Water Line, Poinsettia Lane 194+80 244 15 14.3 110.5 115.5 96 95 NU Wall Backfill 1 of 5 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] WB-1 09/10/18 Wall F Backfill 218 3 13.1 106.6 114.6 93 90 NU WB-2 09/10/18 Wall F Backfill 220 3 12.4 103.9 114.6 91 90 NU WB-3 09/05/18 Wall F Backfill 220 3 10.2 105.1 114.6 92 90 NU WB-4 09/06/18 Wall F Backfill 222 3 14.6 106.4 114.6 93 90 NU WB-5 09/06/18 Wall F Backfill 222 3 15.4 104.3 114.6 91 90 NU WB-6 09/10/18 Wall F 226 3 13.6 108.1 114.6 94 90 NU WB-7 09/11/18 Wall D 202 3 13.7 103.1 114.6 90 90 NU WB-8 09/12/18 Wall D 206 3 13.9 104.6 114.6 91 90 NU WB-9 09/12/18 Wall F 227 3 13.5 103.7 114.6 90 90 NU WB-10 09/12/18 Wall F 229 3 13.8 104.2 114.6 91 90 NU WB-11 09/12/18 Wall D 208 3 14.1 108.6 114.6 95 90 NU WB-12 09/13/18 Wall D 218 3 14.3 105.4 114.6 92 90 NU WB-13 09/13/18 Wall D 224 3 14.8 104.7 114.6 91 90 NU WB-14 10/01/18 Wall C2 0+35 211 3 13.7 103.9 114.6 91 90 NU WB-15 10/01/18 Wall C2 1+00 213 3 14.1 104.7 114.6 91 90 NU WB-16 10/01/18 Wall C2 1+50 213 3 13.7 105.2 114.6 92 90 NU WB-17 10/02/18 Wall C2 2+25 213 5 13.2 105.9 115.8 91 90 NU WB-18 10/02/18 Wall C2 0+75 215 5 13.4 105.2 115.8 91 90 NU WB-19 10/02/18 Wall C2 1+75 215 5 13.3 105.3 115.8 91 90 NU WB-20 10/02/18 Wall C2 0+15 215 5 13.7 104.9 115.8 91 90 NU WB-21 10/02/18 Wall C2 0+60 217 5 14.1 104.6 115.8 90 90 NU WB-22 10/02/18 Wall C2 1+75 217 5 14.0 105.0 115.8 91 90 NU WB-23 10/03/18 Wall C2 0+25 219 5 14.5 104.8 115.8 91 90 NU WB-24 10/03/18 Wall C2 1+25 219 5 13.7 105.9 115.8 91 90 NU WB-25 10/03/18 Wall C2 2+35 219 5 13.6 106.4 115.8 92 90 NU WB-26 10/03/18 Wall C2 1+10 221 5 14.0 105.4 115.8 91 90 NU WB-27 10/03/18 Wall C2 1+00 224 5 13.7 105.7 115.8 91 90 NU WB-28 10/04/18 Wall B2 223 6 12.6 106.7 116.7 91 90 NU WB-29 10/04/18 Wall B2 223 6 12.4 105.9 116.7 91 90 NU WB-30 10/04/18 Wall B2 225 7 11.9 107.5 118.4 91 90 NU WB-31 10/04/18 Wall B2 225 7 12.1 109.6 118.4 93 90 NU WB-32 10/05/18 Wall B2 227 7 11.8 107.2 118.4 91 90 NU WB-33 10/05/18 Wall B2 227 7 11.9 108.1 118.4 91 90 NU WB-34 10/05/18 Wall B2 229 7 11.7 106.1 118.4 90 90 NU WB-35 10/05/18 Wall B2 230 7 12.0 107.2 118.4 91 90 NU WB-36 10/06/18 Wall B2 230 7 12.2 106.8 118.4 90 90 NU WB-37 10/06/18 Wall B2 231 7 11.7 107.7 118.4 91 90 NU WB-38 10/06/18 Wall B2 232 7 12.3 106.2 118.4 90 90 NU WB-39 10/06/18 Wall F 5+30 219 5 13.2 104.3 115.8 90 90 NU WB-40 10/06/18 Wall F 6+00 219 5 13.1 105.1 115.8 91 90 NU WB-41 10/06/18 Wall F 5+71 220 5 13.0 104.7 115.8 90 90 NU WB-42 10/09/18 Wall B2 1+95 234 7 12.1 107.3 118.4 91 90 NU WB-43 10/09/18 Wall B2 2+08 236 7 12.6 109.4 118.4 92 90 NU WB-44 10/09/18 Wall B2 1+98 238 7 11.9 110.2 118.4 93 90 NU WB-45 10/10/18 Wall F 6+12 225 5 13.9 106.5 115.8 92 90 NU WB-46 10/10/18 Wall F 6+45 226 5 14.0 104.6 115.8 90 90 NU WB-47 10/10/18 Wall F 6+45 227 5 13.8 107.5 115.8 93 90 NU WB-48 10/10/18 Wall F 6+64 226 5 14.7 106.8 115.8 92 90 NU WB-49 10/10/18 Wall F 5+60 227 5 14.2 105.9 115.8 91 90 NU WB-50 10/10/18 Wall F 6+11 227 5 14.8 106.2 115.8 92 90 NU DENSITY TEST RESULTS Wall Backfill 2 of 5 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS WB-51 10/11/18 Wall F 6+70 228 5 13.9 105.9 115.8 91 90 NU WB-52 10/11/18 Wall F 6+84 228 5 14.2 106.8 115.8 92 90 NU WB-53 10/11/18 Wall F 5+80 228 5 13.9 107.1 115.8 92 90 NU WB-54 10/11/18 Wall C1 2+63 222 8 13.4 104.7 115.0 91 90 NU WB-55 10/11/18 Wall C1 2+50 224 8 14.2 105.1 115.0 91 90 NU WB-56 10/11/18 Wall C1 2+50 224 8 13.7 103.9 115.0 90 90 NU WB-57 10/12/18 Wall C1 2+20 224 8 14.8 105.6 115.0 92 90 NU WB-58 10/12/18 Wall C1 2+26 225 8 13.9 104.9 115.0 91 90 NU WB-59 10/12/18 Wall C1 1+90 224 8 13.8 106.8 115.0 93 90 NU WB-60 10/12/18 Wall C1 1+50 225 8 14.4 104.8 115.0 91 90 NU WB-61 10/12/18 Wall C1 0+50 224 8 13.8 103.9 115.0 90 90 NU WB-62 10/12/18 Wall C1 1+75 226 8 13.7 104.6 115.0 91 90 NU WB-63 10/12/18 Wall C1 1+10 226 8 14.3 106.3 115.0 92 90 NU WB-64 10/15/18 Wall C1 228 11 14.2 105.2 115.4 91 90 NU WB-65 10/15/18 Wall C1 228 11 14.5 104.5 115.4 91 90 NU WB-66 10/15/18 Wall C1 229 11 14.9 105.8 115.4 92 90 NU WB-67 10/15/18 Wall C1 230 11 14.0 104.2 115.4 90 90 NU WB-68 10/16/18 Wall C1 232 11 14.2 103.9 115.4 90 90 NU WB-69 10/16/18 Wall C1 232 11 15.1 105.2 115.4 91 90 NU WB-70 10/16/18 Wall C1 233 11 15.6 103.8 115.4 90 90 NU WB-71 10/16/18 Wall C1 234 11 14.6 106.1 115.4 92 90 NU WB-72 10/16/18 Wall C1 234 11 15.1 105.9 115.4 92 90 NU WB-73 10/16/18 Wall C1 234 11 14.6 104.2 115.4 90 90 NU WB-74 10/17/18 Wall E 238 7 12.4 106.1 118.4 90 90 NU WB-75 10/17/18 Wall E 238 7 13.1 108.4 118.4 92 90 NU WB-76 10/17/18 Wall E 240 7 11.8 107.2 118.4 91 90 NU WB-77 10/17/18 Wall E 240 7 12.6 107.1 118.4 90 90 NU WB-78 10/17/18 Wall E 243 7 15.1 106.3 118.4 90 90 NU WB-79 10/17/18 Wall E 243 7 12.1 108.9 118.4 92 90 NU WB-80 10/18/18 Wall E 2+50 243 7 12.1 106.3 118.4 90 90 NU WB-81 10/18/18 Wall E 1+30 243 7 12.6 107.1 118.4 90 90 NU WB-82 10/18/18 Wall E 2+00 244 8 13.7 104.5 115.0 91 90 NU WB-83 10/18/18 Wall E 1+00 244 8 13.9 106.1 115.0 92 90 NU WB-84 10/18/18 Wall E 1+01 244 8 13.5 105.1 115.0 91 90 NU WB-85 10/18/18 Wall E 1+70 245 8 14.1 103.9 115.0 90 90 NU WB-86 10/18/18 Wall E 2+50 245 8 13.5 107.1 115.0 93 90 NU WB-87 10/19/18 Wall E 0+60 245 11 14.8 104.5 115.4 91 90 NU WB-88 10/19/18 Wall E 1+50 245 11 14.6 103.9 115.4 90 90 NU WB-89 10/19/18 Wall E 2+40 246 11 14.4 105.7 115.4 92 90 NU WB-90 10/19/18 Wall E 2+80 246 11 14.2 104.6 115.4 91 90 NU WB-91 10/19/18 Wall E 2+00 246 11 14.9 103.8 115.4 90 90 NU WB-92 10/19/18 Wall E 1+10 247 11 15.2 106.2 115.4 92 90 NU WB-93 10/19/18 Wall E 2+10 247 11 14.1 105.6 115.4 92 90 NU WB-94 10/19/18 Wall E 2+50 247 11 14.8 103.9 115.4 90 90 NU WB-95 10/19/18 Wall E 0+10 247 11 15.4 106.8 115.4 93 90 NU WB-96 10/19/18 Wall E 1+60 247 11 15.8 106.7 115.4 92 90 NU WB-97 10/19/18 Wall E 2+40 247 11 14.4 106.4 115.4 92 90 NU WB-98 10/22/18 Wall B1 0+30 233 7 12.6 106.9 118.4 90 90 NU WB-99 10/22/18 Wall B1 0+46 234 7 13.2 108.3 118.4 91 90 NU WB-100 10/22/18 Wall B1 0+46 235 7 13.0 106.9 118.4 90 90 NU Wall Backfill 3 of 5 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS WB-101 10/22/18 Wall B1 0+58 236 7 12.3 107.1 118.4 90 90 NU WB-102 10/22/18 Wall B1 0+25 238 7 12.7 108.9 118.4 92 90 NU WB-103 10/22/18 Wall B1 0+14 238 7 13.1 107.8 118.4 91 90 NU WB-104 10/22/18 Wall B1 0+95 238 7 12.8 106.7 118.4 90 90 NU WB-105 10/23/18 Wall B1 0+56 238 7 12.0 107.9 118.4 91 90 NU WB-106 10/23/18 Wall B1 0+68 240 7 14.3 110.2 118.4 93 90 NU WB-107 10/23/18 Wall B1 0+95 240 7 13.9 108.2 118.4 91 90 NU WB-108 10/23/18 Wall B1 1+13 240 7 12.9 106.9 118.4 90 90 NU WB-109 10/23/18 Wall B1 1+00 240 7 13.9 109.8 118.4 93 90 NU WB-110 10/23/18 Wall B1 0+14 242 7 13.3 107.2 118.4 91 90 NU WB-111 10/23/18 Wall B1 0+00 242 7 12.6 108.4 118.4 92 90 NU WB-112 10/23/18 Wall B1 0+25 242 7 14.7 110.1 118.4 93 90 NU WB-113 10/23/18 Wall B1 0+50 243 7 13.1 109.5 118.4 92 90 NU WB-114 10/23/18 Wall B1 1+11 243 7 14.2 106.9 118.4 90 90 NU WB-115 10/24/18 Wall B1 1+13 244 7 12.9 107.2 118.4 91 90 NU WB-116 10/24/18 wall B1 1+22 244 7 13.1 106.1 118.4 90 90 NU WB-117 10/24/18 wall B1 0+95 246 7 11.9 107.1 118.4 90 90 NU WB-118 10/24/18 wall B1 0+68 246 7 13.8 108.2 118.4 91 90 NU WB-119 10/24/18 wall B1 1+13 248 7 13.5 109.5 118.4 92 90 NU WB-120 10/24/18 wall B1 0+53 248 7 14.1 110.4 118.4 93 90 NU WB-121 10/24/18 wall B1 0+14 244 7 12.2 110.9 118.4 94 90 NU WB-122 11/09/18 Wall A-4 248 9 13.1 109.6 119.5 92 90 NU WB-123 11/09/18 Wall A-4 248 9 14.0 108.3 119.5 91 90 NU WB-124 11/09/18 Wall A-4 249 9 12.8 107.9 119.5 90 90 NU WB-125 11/09/18 Wall A-4 249 9 13.2 109.7 119.5 92 90 NU WB-126 11/09/18 Wall A-2 249 9 14.2 110.6 119.5 93 90 NU WB-127 11/09/18 Wall A-2 249 9 13.6 107.9 119.5 90 90 NU WB-128 11/09/18 Wall A-2 249 9 12.9 109.4 119.5 92 90 NU WB-129 11/13/18 Wall A-4 3+00 251 9 10.5 108.4 119.5 91 90 NU WB-130 11/13/18 Wall A-4 1+60 251 9 10.5 109.2 119.5 91 90 NU WB-131 11/13/18 Wall A-4 0+50 251 9 12.1 107.1 119.5 90 90 NU WB-132 11/13/18 Wall A-4 1+50 251 9 11.2 110.4 119.5 92 90 NU WB-133 11/13/18 Wall A-4 2+50 251 9 10.9 109.3 119.5 91 90 NU WB-134 11/13/18 Wall A-2 1+00 250 9 11.4 110.3 119.5 92 90 NU WB-135 11/13/18 Wall A-2 0+20 250 9 10.8 108.4 119.5 91 90 NU WB-136 11/13/18 Wall A-2 1+50 250 9 10.6 109.9 119.5 92 90 NU WB-137 11/13/18 Wall A-2 1+20 251 9 12.5 110.6 119.5 93 90 NU WB-138 11/13/18 Wall A-2 2+40 251 9 11.4 107.8 119.5 90 90 NU WB-139 11/13/18 Wall A-2 0+50 251 9 12.2 109.4 119.5 92 90 NU WB-140 11/14/18 Wall A-2 253 15 14.0 105.8 115.5 92 90 NU WB-141 11/14/18 Wall A-2 253 15 13.9 106.9 115.5 93 90 NU WB-142 11/14/18 Wall A-2 253 15 13.8 107.2 115.5 93 90 NU WB-143 11/14/18 Wall A-2 253 15 14.1 104.5 115.5 90 90 NU WB-144 11/14/18 Wall A-4 252 15 13.8 107.5 115.5 93 90 NU WB-145 11/14/18 Wall A-4 252 15 15.2 105.2 115.5 91 90 NU WB-146 11/14/18 Wall A-4 252 15 14.7 105.4 115.5 91 90 NU WB-147 11/14/18 Wall A-4 252 15 13.9 104.9 115.5 91 90 NU WB-148 11/14/18 Wall A-4 253 15 15.3 106.3 115.5 92 90 NU WB-149 11/14/18 Wall A-4 253 15 16.1 105.2 115.5 91 90 NU WB-150 11/14/18 Wall A-4 253 15 13.8 105.5 115.5 91 90 NU Wall Backfill 4 of 5 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS WB-151 11/15/18 Wall A-2 254 15 14.2 104.8 115.5 91 90 NU WB-152 11/15/18 Wall A-2 254 15 13.9 103.9 115.5 90 90 NU WB-153 11/15/18 Wall A-2 254 15 13.8 105.6 115.5 91 90 NU WB-154 11/15/18 Wall A-2 255 15 15.2 104.3 115.5 90 90 NU WB-155 11/15/18 Wall A-2 255 15 13.9 106.1 115.5 92 90 NU WB-156 11/15/18 Wall A-4 253 15 15.2 104.7 115.5 91 90 NU WB-157 11/15/18 Wall A-4 253 15 13.8 105.2 115.5 91 90 NU WB-158 11/15/18 Wall A-4 253 15 14.6 104.2 115.5 90 90 NU WB-159 11/15/18 Wall A-4 253 15 15.2 103.9 115.5 90 90 NU WB-160 11/15/18 Wall A-4 255 15 13.9 105.2 115.5 91 90 NU WB-161 11/15/18 Wall A-4 255 15 14.6 106.4 115.5 92 90 NU WB-162 11/16/18 Wall A-2 256 15 13.9 104.5 115.5 90 90 NU WB-163 11/16/18 Wall A-2 256 15 14.4 103.9 115.5 90 90 NU WB-164 11/16/18 Wall A-4 256 15 14.2 105.8 115.5 92 90 NU WB-165 11/16/18 Wall A-4 256 15 13.8 106.3 115.5 92 90 NU WB-166 11/16/18 Wall A-4 256 15 14.7 104.5 115.5 90 90 NU WB-167 11/16/18 Wall A-3 239 15 14.1 106.3 115.5 92 90 NU WB-168 11/16/18 Wall A-3 239 15 15.4 104.2 115.5 90 90 NU WB-169 11/16/18 Wall A-3 239 15 14.6 103.6 115.5 90 90 NU WB-170 11/16/18 Wall A-3 240 15 13.9 105.7 115.5 92 90 NU WB-171 11/16/18 Wall A-3 240 15 14.8 104.2 115.5 90 90 NU WB-172 11/19/18 Wall A-3 0+30 242 15 15.2 105.9 115.5 92 90 NU WB-173 11/19/18 Wall A-3 0+50 244 15 14.8 105.1 115.5 91 90 NU WB-174 11/19/18 Wall A-3 1+71 244 15 13.9 104.8 115.5 91 90 NU WB-175 11/19/18 Wall A-3 0+80 246 15 13.8 105.2 115.5 91 90 NU WB-176 11/20/18 Wall A-3 1+30 248 15 14.3 103.9 115.5 90 90 NU WB-177 11/20/18 Wall A-3 1+10 250 15 13.9 104.6 115.5 91 90 NU WB-178 11/20/18 Wall A-3 1+30 251 15 14.3 103.9 115.5 90 90 NU WB-179 11/20/18 Wall A-3 1+50 253 15 14.1 105.1 115.5 91 90 NU WB-180 11/21/18 Wall A-1 6+21 252 15 13.8 104.6 115.5 91 90 NU WB-181 11/21/18 Wall A-1 6+05 254 15 15.1 105.1 115.5 91 90 NU WB-182 11/21/18 Wall A-1 4+23 257 15 14.4 104.6 115.5 91 90 NU WB-183 11/21/18 Wall A-1 3+00 257 15 14.7 103.9 115.5 90 90 NU WB-184 11/21/18 Wall A-1 5+97 255 15 14.1 105.7 115.5 92 90 NU WB-185 11/26/18 Wall A-1 2+00 257 15 15.2 103.4 115.5 90 90 NU WB-186 11/26/18 Wall A-1 1+10 257 15 14.2 105.6 115.5 91 90 NU WB-187 11/26/18 Wall A-1 0+20 252 15 14.6 106.4 115.5 92 90 NU WB-188 11/26/18 Wall A-1 0+52 255 15 13.9 104.8 115.5 91 90 NU WB-189 11/26/18 Wall A-1 0+82 257 15 14.3 105.2 115.5 91 90 NU WB-190 11/27/18 Wall A-1 5+70 258 15 15.6 105.6 115.5 91 90 NU WB-191 11/27/18 Wall A-1 4+66 258 15 14.2 103.9 115.5 90 90 NU WB-192 11/27/18 Wall A-1 3+45 258 15 14.8 104.6 115.5 91 90 NU WB-193 11/27/18 Wall A-1 1+50 258 15 15.6 105.8 115.5 92 90 NU WB-194 11/27/18 Wall A-1 2+80 261 16 15.2 104.2 116.0 90 90 NU WB-195 11/27/18 Wall A-1 5+25 261 16 14.5 106.4 116.0 92 90 NU WB-196 11/27/18 Wall A-1 3+66 261 16 14.8 105.3 116.0 91 90 NU WB-197 11/28/18 Wall A-1 5+00 263 16 13.9 106.4 116.0 92 90 NU WB-198 11/28/18 Wall A-1 3+08 263 16 14.3 104.9 116.0 90 90 NU WB-199 11/28/18 Wall A-1 1+13 263 16 13.7 105.8 116.0 91 90 NU WB-200 11/28/18 Wall A-1 4+54 263 16 15.2 104.7 116.0 90 90 NU Wall Backfill 5 of 5 Project No. SD412B Document No. SD18-0113 Test Test Description/Elevation Max Moisture Dry Max. Dry Relative Required Retest Test No.Date Location [AMSL]No.Content Density Density Compaction Compaction Number Method [ft][%][pcf][pcf][%][%] DENSITY TEST RESULTS WB-201 11/28/18 Wall A-1 2+70 264 16 14.7 105.3 116.0 91 90 NU WB-202 11/28/18 Wall A-1 0+84 264 16 15.1 106.1 116.0 91 90 NU WB-203 12/03/18 Wall A-1 1+64 265 16 12.6 104.6 116.0 90 90 204 NU WB-204 12/03/18 Wall A-1 1+64 265 16 14.6 106.3 116.0 92 90 NU WB-205 12/03/18 Wall A-1 4+50 265 16 13.6 105.3 116.0 91 90 NU WB-206 12/03/18 Wall A-1 5+25 265 16 13.9 104.3 116.0 90 90 NU WB-207 12/03/18 Wall A-1 1+50 266 16 14.5 106.2 116.0 92 90 NU WB-208 12/03/18 Wall A-1 4+00 267 16 13.7 104.2 116.0 90 90 NU WB-209 12/03/18 Wall A-1 3+00 267 16 13.5 105.2 116.0 91 90 NU WB-210 12/04/18 Wall A-1 4+54 269 16 13.9 104.2 116.0 90 90 NU WB-211 12/04/18 Wall A-1 1+98 268 16 14.6 105.1 116.0 91 90 NU WB-212 12/04/18 Wall A-1 2+70 268 16 14.9 105.6 116.0 91 90 NU WB-213 12/04/18 Wall A-1 4+23 271 16 15.0 108.6 116.0 94 90 NU WB-214 12/04/18 Wall A-1 3+80 271 16 15.6 105.4 116.0 91 90 NU WB-215 12/04/18 Wall A-1 4+23 273 16 13.9 104.5 116.0 90 90 NU WB-216 12/04/18 Wall A-1 4+23 273 16 14.5 105.8 116.0 91 90 NU WB-217 12/10/18 Wall A1.5 0+10 262 16 16.3 105.8 116.0 91 90 NU WB-218 12/10/18 Wall A1.5 0+50 264 16 14.6 108.6 116.0 94 90 NU WB-219 12/11/18 Wall A1.5 0+75 266 16 13.6 105.8 116.0 91 90 NU WB-220 12/11/18 Wall A1.5 1+10 268 16 14.5 104.3 116.0 90 90 NU WB-221 12/11/18 Wall A1.5 0+91 268 16 13.8 105.4 116.0 91 90 NU WB-222 12/11/18 Wall A1.5 0+50 269 16 13.6 106.9 116.0 92 90 NU WB-223 12/12/18 Wall A1.5 1+43 267 16 14.6 105.5 116.0 91 90 NU WB-224 12/12/18 Wall A1.5 2+00 269 16 14.1 106.6 116.0 92 90 NU WB-225 12/12/18 Wall A1.5 1+34 272 16 13.8 107.1 116.0 92 90 NU WB-226 12/12/18 Wall A1.5 0+54 273 16 13.9 106.0 116.0 91 90 NU WB-227 12/13/18 Wall A1.5 1+50 274 16 13.4 105.3 116.0 91 90 NU WB-228 12/13/18 Wall A1.5 2+60 276 16 13.7 104.7 116.0 90 90 NU WB-229 12/14/18 Wall A1.5 0+57 278 16 13.5 105.6 116.0 91 90 NU WB-230 12/14/18 Wall A1.5 0+58 282 16 14.4 105.3 116.0 91 90 NU WB-231 12/14/18 Wall A1.5 3+00 280 16 14.7 104.9 116.0 90 90 NU WB-232 12/14/18 Wall A1.5 2+30 280 16 13.4 106.1 116.0 91 90 NU WB-233 12/14/18 Wall A1.5 2+90 282 16 14.6 105.3 116.0 91 90 NU WB-234 12/14/18 Wall A1.5 2+45 284 16 15.1 104.9 116.0 90 90 NU WB-235 12/20/18 Wall A3 1+35 257 16 15.2 106.6 116.0 92 90 NU WB-236 12/20/18 Wall A3 1+40 259 16 15.0 107.3 116.0 93 90 NU WB-237 12/20/18 Wall A3 1+45 261 16 15.2 105.5 116.0 91 90 NU WB-238 07/09/20 CMU Wall Lot 119 243 16 14.7 105.9 116.0 91 90 NU WB-239 07/09/20 CMU Wall Lot 119 244 16 14.3 106.3 116.0 92 90 NU WB-240 07/09/20 CMU Wall Lot 119 246 16 13.4 106.9 116.0 92 90 NU WB-241 07/09/20 CMU Wall Lot 119 243 16 14.7 105.5 116.0 91 90 NU WB-242 07/09/20 CMU Wall Lot 119 244 16 15.1 104.8 116.0 90 90 NU WB-243 07/09/20 CMU Wall Lot 119 244 16 15.0 105.0 116.0 91 90 NU WB-244 07/09/20 CMU Wall Lot 119 245 16 15.6 105.2 116.0 91 90 NU APPENDIX D SETTLEMENT MONITORING RESULTS SETTLEMENT MONUMENT PROCEDURES The results of the settlement monitoring activities are presented in the following figures. The elevations and locations of the monitoring points, presented in Plate 1, As-Graded Map, were determined by surveys completed O’Day Consultants, the project Civil Engineer. The two settlement monuments, SM-1 and SM-2, were constructed as shown in Figure D-1. They were positioned to monitor settlement of the existing fill soil beneath the new compacted fill. A settlement monument has a steel plate as its base, with 5-foot sections of steel pipe extending vertically up from the base. The steel piping is sheathed with PVC to separate the pipe from the fill soil that is placed around it. The base plates were set on gravel and leveled using a hand level. The first 5-foot section of steel pipe and sheathing was then installed. The base of the plate was surveyed upon initial placement and then the grading contractor, ECM, placed fill around the settlement plate. Once compacted fill was placed, the top of the fill and the top of the steel pipe were surveyed periodically. As fill approached the height of the settlement monument, additional 5-foot sections of steel pipe and sheathing were added. Survey data is tabulated in Figure D-2 and plots of the data showing the height of new fill and the settlement induced by new fill are attached in Figures D-3.1 and D-3.2 for Monument 1 and 2, respectively. As shown in the plots, the underlying soils settled approximately 1½ to 2 inches under the load of the new compacted fill. Also clear in the settlement plots, the settlement slowed down over time, as anticipated. D-1 MONUMENT DETAILS 18-0113 9245 ACTIVITY ROAD, SUITE 103SAN DIEGO, CA 92126 (858) 536-1000 SD412B Poinsettia 61 DevelopmentLennar Homes Fillet Weld (¼ Inch) 3-Foot Square Plate ¾-Inch Thick Carbon Steel Plate(Galvanize After Fabrication) Threaded Pipe Coupler Glued PVC Coupler Extended Monument upat 5 Foot Intervals Threaded Pipe Coupler(Mark Top Survey Point) 1-Inch Diameter GalvanizedCarbon Steel Pipe 2-Inch Diameter Schedule 40PVC Pipe Sleeve NOTES: 1) Settlement Monuments should be surveyed daily during fill placement, and weekly thereafter by a California registered land surveyor.Survey data should be provided weekly to Group Delta Consultants for review until settlement is deemed substantially completed. 2) Settlement monuments should be surveyed immediately before and after adding each 5-foot pipe section to accommodate change in reference elevation. 3) To destroy monuments, uncouple and remove upper 5-foot pipe sections, place Mirafi 140N filter fabric over gravel, and backfill the excavation with compacted soil. Remedial Excavation Bottom Hand Compact Gravel Zoneto Avoid Pipe Disturbance(5-Foot Diameter Minimum) Compacted Fill Carefully Place ¾-Inch MinusGravel Around PVC Sleevesas Fill Placement Progresses Remove Upper 5 Feetof Gravel and Pipe whenSettlement is Completedand Place Filter FabricSeparator over Gravel Place 12-Inches Gravel or SandBeneath Bottom Monument Plate Compacted Fill Natural Grade Remedial Excavation (3-Foot Deep Minimum) Planned Fill Depth (Roughly 25-Feet) 5-Feet Finish Pad Grade PROJECT NAME PROJECT NUMBER DOCUMENT NUMBER FIGURE NUMBER GROUP DELTA CONSULTANTS, INC.ENGINEERS AND GEOLOGISTS Elapsed Time Base Plate Elevation Fill Height Measured Settlement Base Plate Elevation Fill Height Measured Settlement [Days][FT MSL][FT][IN][FT MSL][FT][IN] 1 08/27/18 1 ------219.63 ---- 2 08/28/18 2 221.32 3.0 --219.61 3.0 0.24 3 08/29/18 3 221.30 4.0 0.30 219.61 4.0 0.24 4 08/30/18 4 221.30 5.0 0.30 219.61 6.0 0.24 5 08/31/18 5 221.30 5.0 0.30 219.61 6.0 0.30 6 09/04/18 9 221.30 12.0 0.30 219.61 13.0 0.30 7 09/05/18 10 221.27 14.0 0.60 219.60 13.0 0.42 8 09/06/18 11 221.22 18.0 1.20 219.53 18.0 1.26 9 09/07/18 12 221.21 20.0 1.33 219.49 20.0 1.63 10 09/10/18 15 221.20 22.0 1.45 219.48 23.0 1.75 11 09/17/18 22 221.17 24.0 1.80 219.48 24.0 1.75 12 09/24/18 29 221.17 24.0 1.80 219.48 24.0 1.75 13 10/01/18 36 221.17 24.0 1.80 219.48 24.0 1.75 14 10/08/18 43 221.17 24.0 1.80 219.48 24.0 1.75 15 10/15/18 50 221.17 24.0 1.80 219.47 24.0 1.98 Project No. SD412B Document No. 18-0113 Figure D-2 SETTLEMENT MONITORING OF EXISTING FILL MONUMENTS 1 & 2 MONUMENT NO. 2MONUMENT NO. 1 Survey No.Survey Date 2 Project No. SD412BDocument No. 18-0113Figure D-3.1 MONUMENT NO. 1 SETTLEMENT DATA 0.00 0.50 1.00 1.50 2.00 2.50 3.00 08 / 2 7 / 1 8 09 / 0 1 / 1 8 09 / 0 6 / 1 8 09 / 1 1 / 1 8 09 / 1 6 / 1 8 09 / 2 1 / 1 8 09 / 2 6 / 1 8 10 / 0 1 / 1 8 10 / 0 6 / 1 8 10 / 1 1 / 1 8 10 / 1 6 / 1 8 SE T T L E M E N T , I N C H E S DATE 0.0 5.0 10.0 15.0 20.0 25.0 30.0 08 / 2 7 / 1 8 09 / 0 1 / 1 8 09 / 0 6 / 1 8 09 / 1 1 / 1 8 09 / 1 6 / 1 8 09 / 2 1 / 1 8 09 / 2 6 / 1 8 10 / 0 1 / 1 8 10 / 0 6 / 1 8 10 / 1 1 / 1 8 10 / 1 6 / 1 8 FI L L H E I G H T , F E E T DATE 2 Project No. SD412BDocument No. 18-0113Figure D-3.2 MONUMENT NO. 2 SETTLEMENT DATA 0.00 0.50 1.00 1.50 2.00 2.50 3.00 08 / 2 7 / 1 8 09 / 0 1 / 1 8 09 / 0 6 / 1 8 09 / 1 1 / 1 8 09 / 1 6 / 1 8 09 / 2 1 / 1 8 09 / 2 6 / 1 8 10 / 0 1 / 1 8 10 / 0 6 / 1 8 10 / 1 1 / 1 8 10 / 1 6 / 1 8 SE T T L E M E N T , I N C H E S DATE 0.0 5.0 10.0 15.0 20.0 25.0 30.0 08 / 2 7 / 1 8 09 / 0 1 / 1 8 09 / 0 6 / 1 8 09 / 1 1 / 1 8 09 / 1 6 / 1 8 09 / 2 1 / 1 8 09 / 2 6 / 1 8 10 / 0 1 / 1 8 10 / 0 6 / 1 8 10 / 1 1 / 1 8 10 / 1 6 / 1 8 FI L L H E I G H T , F E E T DATE