Loading...
HomeMy WebLinkAboutFinal Soils Report 33310.84 - Lake Elsinore CCR LORGEOTECHNICAL GROUP, INC. Soil Engineering ♦ Geology ♦ Environmental COMPACTION, MATERIALS TESTING, AND SPECIAL INSPECTION REPORT MISSION TRAIL APARTMENTS 32585 MISSION TRAIL LAKE ELSINORE, CA PROJECT NO. 33310.84 MARCH 18, 2020 Prepared For: Lake Elsinore CCR, LLC 14211 Yorba Street Tustin, California 92780 Attention: Mr. Todd Cottle 6121 Quail Valley Court ♦ Riverside, CA 92507 ♦ (951) 653-1760 ♦ (951) 653-1741 (Fax) ♦ www.lorgeo.com LORGEOTECHNICAL GROUP, INC. Soil Engineering ♦ Geology ♦ Environmental March 18, 2020 Lake Elsinore CCR, LLC Project No. 33310.84 14211 Yorba Street Tustin, California 92780 Attention: Mr. Todd Cottle Subject: Compaction, Materials Testing, and Special Inspection Final Report, Mission Trail Apartments, 32585 Mission Trail, Lake Elsinore, California. INTRODUCTION This report has been prepared by LOR Geotechnical Group, Inc. (LOR) to present a summary of the compaction testing, materials testing, and special inspection services provided by this firm during construction of the new Mission Trail Apartments. This multi- family residential development is located at 32585 Mission Trail, in the City of Lake Elsinore, California. Used for reference during our work on this project were various onsite and offsite improvement plans(Mikami, 2018), the preliminary geotechnical investigation report(LOR, 2016), the rough grading compaction and materials testing report (LOR, 2019), and applicable portions of the California Building Code (CBC, 2016). PROJECT DATA A. Project Location: 32585 Mission Trail, Lake Elsinore, California B. Owner: Lake Elsinore CCR, LLC C. Utility Contractor: L&S Construction Inc. D. Plans By: Wilson Mikami Corporation E. Geotechnical Report By: LOR Geotechnical Group, Inc. F. Construction Period: October 2018 to February 2020 G. Jurisdictional Agency: City of Lake Elsinore SCOPE The compaction testing, materials testing, and special inspection services presented herein were provided at the request of the site superintendent appointed by Lake Elsinore CCR, LLC. The scope of services we provided during the aforementioned construction period included: 6121 Quail Valley Court ♦ Riverside, CA 92507 ♦ (951) 653-1760 ♦ (951)653-1741 (Fax) ♦ www.lorgeo.com Lake Elsinore CCR, LLC Project No. 33310.84 March 18, 2020 • Periodic observation and compaction testing services during remedial grading, utility trench backfill, and preparation of subgrade/base grade for street improvements. • Obtaining soil samples for laboratory testing as necessary in support of the field compaction testing operations. • Providing continuous observation, compaction testing, and materials sampling during the asphalt concrete paving of the offsite street improvements areas. • Laboratory quality compliance testing of select asphalt concrete construction materials delivered to the project. • Periodic geotechnical observations of the foundation excavations prior to the placement of reinforcing steel and/or Portland cement concrete (PCC) materials to verify that the excavations have been properly constructed, including compaction testing of footing bottoms to verify consistency with conditions presented within the project geotechnical investigation report. • Providing Special Inspection by International Code Council certified inspectors during construction of building foundations. Inspections were provided during rebar placement, post tension tendon placement (and tensioning), concrete placement, and during post-installed anchor installation. • Sampling and testing of ready-mix concrete delivered to the site and used to construct building foundations and site improvements. Quality assurance testing was provided at the time of sampling to verify compliance with project specifications. • Laboratory testing to determine compressive strength of cylindrical concrete test specimens that were prepared and cured in accordance with practices established by the American Concrete Institute (ACI). • Preparation and submittal of daily field reports outlining the construction activities observed, compaction testing,and the laboratory materials testing reports received. • Preparation and submittal of this compaction and materials testing report following the notice of completion. 2 LOR GEOTECHNICAL GROUP,INC. Lake Elsinore CCR, LLC Project No. 33310.84 March 18, 2020 LABORATORY TESTING Compaction Characteristics Laboratory compaction characteristics were determined in accordance Standard ASTM D1557-12e1. The degree of soil compaction required to achieve the desired engineering properties is often specified as a percentage of the modified maximum dry unit weight as determined using this test method. The results of our laboratory testing provided the basis for determining relative compaction and water content of soil materials encountered during earthwork. Results of our laboratory compaction characteristics testing for soil materials encountered during our work on this project are presented within Enclosure A-1, Appendix A. Portland Cement Concrete Portland Cement Concrete (PCC) materials were used to construct building foundations, retaining walls, cast-in-place manholes, junction structures, head walls, and wing walls. Each contractor using PCC materials to construct site improvements selected PCC material suppliers at their own discretion. PCC materials supplied to the subject development were produced by Robertson's Ready-Mix and Cemex. PCC materials were sampled during placement in general accordance with procedures established by the American Concrete Institute (ACI). For quality assurance, the sampled concrete materials were tested for temperature and slump. Quality assurance test results are attached within Enclosures A-2 through A-25, in Appendix A. Compressive strength specimens were prepared and cured in accordance with practices established by the American Concrete Institute (ACI). Laboratory testing indicated that sampled PCC materials used to construct storm drain improvements did not meet the designed compressive strength after a 28 day curing period (fc). Additional compressive strength testing was performed after a 56 day cure period. Results indicated the designed compressive strength was met/exceeded after a 56 day cure period. These results were reported under separate cover for Riverside County Flood Control storm drain improvements (LOR, 2020). All other compressive strength testing performed for the subject development met/exceeded the minimum compressive strength specified in the project documents. Compressive strength results are attached within Enclosures A-2 through A-25, in Appendix A. 3 LOR GEOTECHNICAL GROUP,INC. Lake Elsinore CCR, LLC Project No. 33310.84 March 18, 2020 PCC materials used for construction of storm drain components were approved for use by others. Asphalt Concrete Quality Compliance Sampling and laboratory quality compliance testing were conducted on select base course and finish course asphalt concrete supplied to the subject development. Asphalt concrete materials sampled and tested were noted to be '/2" and 3/4" maximum medium, Caltrans Type A mixes. These materials were supplied by California Commercial Asphalt, Lake Elsinore plant. Samples were obtained in accordance with the California Test Method (CTM 125-16) during paving. Asphalt concrete materials used within the subject development were approved for use by others. The following laboratory tests were completed to verify that sampled asphalt material complies with the Caltrans Standard Specifications, section 39: gradation (CTM 202-11), density(CTM 308-10), stability(CTM 366-00), and extraction (CTM 382-14). Results of our laboratory testing indicate that the asphalt material used within the subject development complies with applicable Caltrans standards. Our laboratory test results for asphalt used within the subject development are presented within Enclosures A-26 and A-27, Appendix A. GENERAL EARTHWORK AND COMPACTION TESTING PROCEDURES All services provided by this firm during construction of the subject development were done at the request of the project superintendent. As such, a representative of this firm was onsite periodically during remedial earthwork, underground utility trench backfill, and preparation of street improvements. Geotechnical services provided by this firm during construction of the subject development included observation during earthwork, materials sampling, and compaction testing. Compaction testing was conducted in accordance with ASTM D6938-15, the Nuclear Gauge Method, and/or ASTM D1556-15, the Sand Cone Method. Relative compaction resultswere determined in accordance with ASTM D1557-12e1. Where compaction testing resulted below the minimum specified, the area was reworked by the contractor and retested until the minimum specified relative compaction was achieved. Fill soils utilized during the earthwork phases of the project were those onsite soils stockpiled during removals and/or trench excavations, and soils imported onto the site from 4 LORGEOTECHNICAL GROUP, INC. Lake Elsinore CCR, LLC Project No. 33310.84 March 18, 2020 another location. These soils were cleaned of deleterious debris, rock and/or other irreducible material with a maximum dimension of 6-inches prior to being used as fill. Fill was generally spread in 6 to 8-inch loose lifts, each lift brought to near optimum moisture content, and compacted to achieve the desired relative compaction. Compaction was achieved by various contractors for this project. Equipment used for earthwork tasks were chosen at the discretion of each contractor. Generally, heavy earthmoving equipmentwas used to excavate, transport, and compactfill soils. Excavators with compaction oriented attachments were used for various utility trench backfills. Light earthmoving equipment, steel drum rollers,and/or powered hand-operated equipmentwas used during preparation of parking lot and street improvements. Elevations and locations utilized in the determination of the removal/over-excavation limits were based on field surveys done by others. Line and grade for all improvements were verified by others. Field reports were written daily by our field representatives and submitted promptly to our client's representative.These written daily reports contain a detailed description of the day- to-day operations and the information provided within this report. Foundation Excavation Observation Following rough grading of the subject development, this firm provided periodic footing trench excavation observations as requested by the project superintendent. Footing trench excavation observations were provided forthe proposed building foundations, retaining wall foundations, and the trash enclosure foundation. All footing excavations observed by this firm appeared to have been constructed within grading limits, exposing engineered compacted fills placed during rough grading. The foundation dimensions were randomly measured for proper width and depth and were observed to meet the minimum dimensions recommended in the project preliminary geotechnical investigation report (LOR, 2016). Remedial Earthwork Remedial earthwork activities included backfilling of back-cut areas for onsite retaining walls and minor repair of the slope located within the west portion of the subject development, located near the RCFC storm drain head wall. A total of 13 compaction tests 5 LORGEOTECHNICAL GROUP, INC. Lake Elsinore CCR, LLC Project No. 33310.84 March 18, 2020 were conducted to verify the minimum specified relative compaction had been achieved. Compaction test results are presented within the attached Compaction Test Summaries in Enclosure B-1, Appendix B. RCFC Storm Drain Improvements The RCFC storm drain improvements included the installation of reinforced concrete pipe (RCP) main line with supporting RCP laterals and PCC structures. Compaction testing was conducted on a periodic basis during backfilling of trenches used to construct the new storm drain improvements. A total of 39 compaction tests were conducted to verify a minimum of 90 percent relative compaction had been achieved. Additional information regarding RCFC storm drain improvement compaction testing is presented within the compaction and materials testing final report for storm drain improvements (LOR, 2020). Test locations and results are presented within the attached Compaction Test Summaries, in Enclosures B-2 and B-3, Appendix B. Sewer Improvements A total of 13 compaction tests were conducted within the trenches used to construct onsite sanitary sewer improvements to verify at least 90 percent relative compaction had been achieved. Compaction test results are presented within the attached Compaction Test Summaries in Enclosure B-4,Appendix B. Water Improvements A total of 17 compaction tests were conducted within the trenches used to construct onsite water improvements to verify at least 90 percent relative compaction had been achieved. Compaction test results are presented within the attached Compaction Test Summaries in Enclosure B-5, Appendix B. Dry Utility Trench Backfill A total of 10 compaction tests were conducted within the trenches used to bury onsite dry utility lines to verify at least 90 percent relative compaction had been achieved. Compaction test results are presened within the attached Compaction Test Summaries in Enclosure B-6, Appendix B. 6 LORGEOTECHNICAL GROUP, INC. Lake Elsinore CCR, LLC Project No. 33310.84 March 18, 2020 Sidewalk Improvements A total of 8 compaction tests were conducted on sidewalk subgrade located onsite and offsite to verify at least 90 percent relative compaction had been achieved. Compaction test results are presented within the attached Compaction Test Summaries in Enclosure B-7, Appendix B. Drive Lane and Parking Improvements Drive lane and parking improvements included construction of curb &gutter, ribbon gutter, cross-gutter, and the sub-grade/base grade for the proposed paved areas. A total of 78 compaction tests were conducted during preparation of parking lot improvements to verify the minimum specified relative compaction had been achieved. Compaction test results are presented within the attached Compaction Test Summaries in Enclosures B-8 through B-11, Appendix B. Offsite Street Improvements A total of 4 compaction tests were conducted during preparation of street subgrade/base grade on Mission Trail. Compaction testing was conducted to verify at least 95 percent relative compaction had been achieved. Compaction test results are presented within the attached Compaction Test Location Maps, Enclosure B-12, in Appendix B. Offsite Asphalt Concrete Paving Hot-mix asphalt (HMA) materials were used for pavement to construct areas of Mission Trail adjacent to the subject development. This firm provided compaction testing during HMA paving operations for base course and finish course pavements. In addition to compaction testing, materials sampling and laboratory testing of HMA materials were provided. Results of our laboratory testing are presented in the Laboratory Testing section of this report. Compaction of the asphalt concrete paving was accomplished by the contractor with the use of steel-wheeled vibratory rollers. Compaction testing was conducted in general accordance with ASTM D2950/D2950m-14, the nuclear gauge method, to verify a minimum of 95 percent relative compaction was achieved. 7 LORGEOTECHNICAL GROUP, INC. Lake Elsinore CCR, LLC Project No. 33310.84 March 18, 2020 A total of 12 compaction tests were conducted on the asphalt concrete pavement. The results of our asphalt concrete paving compaction tests are presented on the attached Compaction Test Summaries, within Enclosure B-13, in Appendix B. SPECIAL INSPECTION Special inspections were provided by International Code Council (ICC) certified special inspectors during the construction of the subject development. Special inspections were provided by this firm following request for services from the superintendent appointed by Lake Elsinore CCR, LLC, in accordance with the 2016 California Building Code (CBC), table 1705.3. Special inspections provided by this firm during construction of the subject development included: • Reinforcing steel (rebar) inspection of the foundations for the proposed buildings. • Post tension tendon placement and tensioning for the proposed buildings. • Reinforced concrete placement inspection and sampling for building foundations. • Post-installed anchor installation. Daily field reports were prepared by ICC certified inspector following inspections provided for each day. These reports were supplied to our client to give to the Engineer of Record (EOR) and contain detailed information regarding the day-to-day inspection activities provided. Following these inspections, daily reports were provided to the superintendent and indicate if the observed work was in conformance with project specifications and the California Building Code (CBC, 2016). 8 LORGEOTECHNICAL GROUP, INC. Lake Elsinore CCR, LLC Project No. 33310.84 March 18, 2020 SUMMARY The observations and testing conducted by this firm for this project are not a guarantee that the contractor has performed their work without error. Observations and testing services provided by this firm have been limited to the times this firm was present during the construction operations. However, based on our observations and compaction testing conducted during the times that this firm was onsite, it is our opinion that the construction operations for the site fills reported within have been performed in general conformance with the referenced project documents and are adequate for their intended use, unless otherwise noted. Conditions on the site may change due to additional grading, erosion, or other post construction factors that may take place within the site boundaries. Therefore, this report is only indicative of those conditions observed and tested, at the time of construction, as observed by this firm. This report should be considered subject to review by the controlling inspection agencies. To ensure continued infiltration capability of the infiltration areas, a program to maintain the facilities should be considered. This program should include periodic removal of accumulated materials, which can slow the infiltration and decrease the water quality. Materials to be removed from the catch basin areas typically consist of litter, dead plant matter, and soil fines (silts and clays). Proper maintenance of the system is critical. A maintenance program which meets or exceeds those developed by the local governing agency should be prepared and properly executed. The scope of our services did not include surveying, design engineering, safety engineering, or environmental studies. All of the locations and elevations utilized at the site during our observations and testing were based on field surveys done by others. Prior to the commencement of additional grading operations, backfilling or other improvements within the site, the geotechnical engineer should be notified in advance in order to provide appropriate observation and compaction testing services. 9 LOR GEOTECHNICAL GROUP,INC. Lake Elsinore CCR, LLC Project No. 33310.84 March 18, 2020 CLOSURE We appreciate the opportunity to be of service. If you have any questions concerning this report, please do not hesitate to contact this firm. Respectfully submitted, LOR Geotechnical Group, Inc. QROFESSP. N0. 2030 I� Wse uer, GE 2030 � SJ TECHN �P qTF�F CAL\FO�� TG:JPL/ss Appendices: Appendix A: Laboratory Test Data Appendix B: Compaction Test Summaries Appendix C: Special Inspection Daily Field Reports Distribution: Addressee (2) and via email t@c-cdev.com 10 LOR GEOTECHNICAL GROUP,INC. REFERENCES American Society for Testing and Materials, Annual Book of ASTM Standards, (ASTM), Section 4, Volume 4.08. California Building Standards Commission, 2016, California Building Code. LOR Geotechnical Group, Inc., 2016, Preliminary Geotechnical and Infiltration Feasibility Investigation, Proposed Multi-Family Residential Development, APN 365-30-001, Lake Elsinore, California, Project No. 33310.1, dated December 20, 2016. LOR Geotechnical Group, Inc., 2019, Compaction and Materials Testing Report, Rough Grading, Mission Trail Apartments,APN: 365-030-001, 32585 Mission Trail, Lake Elsinore, California, Project No. 33310.81, dated February 12, 2019. LOR Geotechnical Group, Inc. 2020, Compaction and Materials Testing Report, Mission Trail Apartments, Riverside County Flood Control and Water Conservation District, Storm Drain Improvements, 32585 Mission Trail, Lake Elsinore, California, Project No. 33310.83, dated March 13, 2020. Wilson Mikami Corporation, 2018, Riverside County Flood Control and Water Conservation District, Mission Trail Apartments, Storm Drain Plans, Project No. 3-0-0053, dated July 20, 2018. 11 LORGEOTECHNICAL GROUP, INC. APPENDIX A Laboratory Test Data LORGEOTECHNICAL GROUP, INC. LABORATORY COMPACTION TESTS (ASTM D1557-12e1) Soil Sample Description Maximum Optimum Dry Density Moisture No. (U.S.C.S.) PCF (SM) Silty Sand - Dark Brown, 10% gravel to 1", 20% 1 coarse grained sand, 20% medium grained sand, 25% 136.0 6.0 fine grained sand, 25% silty fines, (onsite soil) (SM) Silty Sand - Dark Brown, 15% gravel to 1", 20% 2 coarse grained sand, 20% medium grained sand, 20% 137.0 6.0 fine grained sand, 25% silty fines, (onsite soil) (CL) Lean Clay with sand - Brown, 5% coarse grained 4 sand, 10% medium grained sand, 25% fine grained 129.0 11.0 sand, 60% clayey fines, (import soil) (SM)Silty Sand-Brown, 5%gravel to 3/8", 10%coarse 6 grained sand, 20% medium grained sand, 35% fine 128.5 9.5 grained sand, 30% silty fines, (import soil) (SM)Silty Sand-Brown, 5%gravel to 1/4", 10%coarse 9 grained sand, 15% medium grained sand, 30% fine 126.5 11.5 grained sand, 40% silty fines, (import soil) (SM)Silty Sand- Brown, 15%gravel to 1", 10%coarse 11 grained sand, 20% medium grained sand, 30% fine 132.0 9.0 grained sand, 25% silty fines, (import soil) (GW) Well Graded Gravel - Grey, 55% gravel to 1", 15% coarse grained sand, 10% medium grained sand, 19 130.0 7.5 15% fine grained sand, 5% silty fines (crushed miscellaneous base) Enclosure A-1 LOR GEOTECHNICAL GROUP,INC. LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: January 2, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Pacific Structures Arch/Eng: Wilson Mikami Area of Pour: Line A Intersection @ Lat A-2 Concrete Supplier: Robertson's Design Strength: 5,000 psi Max. Siz Agg.: 1.5" Mix: 526222 Ticket No. 3863055 Admix: Air Ent.: N.I. Water/Cement Ratio as Poured: 0.47 No. of Specimens Molded: 6 Slump: 6.5" Water Added on Job: 0 Gal. Air Temp.:760 F ConTemp.760 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 1 A 11/6/2018 11/7/2018 11/8/2018 2 50,240 1,780 1 B 11/6/2018 11/7/2018 11/13/2018 7 84,500 2,990 1C 11/6/2018 11/7/2018 12/4/2018 28 122,750 4,340 1 D 11/6/2018 11/7/2018 1/2/2019 57 144,795 5,120 1 E 11/6/2018 11/7/2018 1/2/2019 57 143,660 5,080 Remarks: *Water Reducer Enclosure A-3 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: January 2, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Pacific Structures Arch/Eng: Wilson Mikami Area of Pour: Line A Intersection @ Lat A-3 Concrete Supplier: Robertson's Design Strength: 5,000 psi Max. Siz Agg.: 1.5" Mix: 526222 Ticket No. 3692266 Admix: Air Ent.: N.I. Water/Cement Ratio as Poured: 0.46 No. of Specimens Molded: 6 Slump: 5" Water Added on Job: 0 Gal. Air Temp.:780 F ConTemp.800 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 2A 11/6/2018 11/7/2018 11/8/2018 2 39,105 1,380 2B 11/6/2018 11/7/2018 11/13/2018 7 83,840 2,970 2C 11/6/2018 11/7/2018 12/4/2018 28 130,070 4,600 2D 11/6/2018 11/7/2018 1/2/2019 57 150,820 5,330 2E 11/6/2018 11/7/2018 1/2/2019 57 148,810 5,260 Remarks: *Water Reducer Enclosure A-4 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: January 8, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Pacific Structures Arch/Eng: Wilson Mikami Area of Pour: Lat A-2 Intersection @ Lat A-2A(Structure Base Only) Concrete Supplier: Robertson's Design Strength: 5,000 psi Max. Siz Agg.: 1.5" Mix: 526222 Ticket No.: 3692266 Admix: Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 6 Slump: 3.5" Water Added on Job: 0 Gal. Air Temp.:760 F ConTemp.: 700 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 3A 11/13/2018 11/14/2018 11/15/2018 2 49,125 1,740 3B 11/13/2018 11/14/2018 11/20/2018 7 104,405 3,690 3C 11/13/2018 11/14/2018 12/11/2018 28 134,685 4,760 3D 11/13/2018 11/14/2018 1/8/2019 56 147,680 5,220 3E 11/13/2018 11/14/2018 1/8/2019 56 150,165 5,310 Remarks: *Water Reducer Enclosure A-5 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: January 10, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Pacific Structures Arch/Eng: Wilson Mikami Area of Pour: Lat A-2 Intersection @ Lat A-2A(Vertical Structure) Concrete Supplier: Robertson's Design Strength: 5,000 psi Max. Siz Agg.: 1.5" Mix: 526222 Ticket No.: 3863510 Admix: Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 6 Slump: 4" Water Added on Job: 0 Gal. Air Temp.:830 F ConTemp.: 740 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 4A 11/15/2018 11/16/2018 11/17/2018 2 51,215 1,810 4B 11/15/2018 11/16/2018 11/22/2018 7 105,310 3,720 4C 11/15/2018 11/16/2018 12/13/2018 28 134,500 4,760 4D 11/15/2018 11/16/2018 1/10/2019 56 150,195 5,310 4E 11/15/2018 11/16/2018 1/10/2019 56 149,660 5,290 Remarks: *Water Reducer Enclosure A-6 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: February 13, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Pacific Structures Arch/Eng: Wilson Mikami Area of Pour: Headwall @ SD Line A, 10+11 Concrete Supplier: Robertson's Design Strength: 5,000 psi Max. Siz Agg.: 1.5" Mix: 526222 Ticket No.: 4092131 Admix: Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 5 Slump: 5.5" Water Added on Job: 0 Gal. Air Temp.:550 F ConTemp.: 680 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 5A 12/19/2018 12/20/2018 12/26/2018 7 81,325 2,880 5B 12/19/2018 12/20/2018 1/16/2019 28 126,975 4,278 5C 12/19/2018 12/20/2018 1/16/2019 28 124,150 4,037 5D 12/19/2018 12/20/2018 2/13/2019 56 142,815 5,050 5E 12/19/2018 12/20/2018 2/13/2019 56 144,850 5,120 Remarks: *Water Reducer Enclosure A-7 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: February 22, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Pacific Structures Arch/Eng: Wilson Mikami Area of Pour: Headwall @ SD Line A, 10+11 Concrete Supplier: Robertson's Design Strength: 5,000 psi Max. Siz Agg.: 1.5" Mix: 526222 Ticket No.: 4092131 Admix: Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 5 Slump: 5.5" Water Added on Job: 0 Gal. Air Temp.:550 F ConTemp.: 680 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 6A 12/28/2018 12/29/2018 12/31/2018 3 37,740 1,330 6B 12/28/2018 12/29/2018 1/4/2019 7 90,115 3,190 6C 12/28/2018 12/29/2018 1/25/2019 28 130,400 4,610 6D 12/28/2018 12/29/2018 1/25/2019 28 129,580 4,580 6F 12/28/2018 12/29/2018 2/22/2019 56 154,050 5,450 6E 12/28/2018 12/29/2018 2/22/2019 56 150,730 5,330 Remarks: *Water Reducer Enclosure A-8 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: April 16, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Jasper Masonry Arch/Eng: Wilson Mikami Area of Pour: Retaining Wall SE of Builidng D, CP Concrete Supplier: Robertson's Design Strength: 2,500 psi Max. Siz Agg.: 1" Mix: RS250B31 Ticket No.: 4277942 Admix: N.I. Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 6" Water Added on Job: 0 Gal. Air Temp.:N.I. ConTemp.: 700 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 7A 3/19/2019 3/20/2019 3/26/2019 7 91,875 3,250 7B 3/19/2019 3/20/2019 4/16/2019 28 121,610 4,300 7C 3/19/2019 3/20/2019 4/16/2019 28 118,680 4,200 Enclosure A-9 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: April 24, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Jasper Arch/Eng: IDEArc Area of Pour: Retaining Wall @ Trash Enclouse North of Playground Concrete Supplier: Robertson's Design Strength: 2,000 psi Max. Siz Agg.: 3/8" Mix: RS20OG42 Ticket No.: 4299667 Admix: Air Ent.: N.I. Water/Cement Ratio as Poured: 0.30 No. of Specimens Molded: 4 Slump: N.I. Water Added on Job: 5 Gal. Air Temp.:480 F ConTemp.: 720 F Molded By: Mark Switzer Type of Material: Grout Submitted By: Michael Torres Speciment Type: Prism Specimen Size: 3.5"X 7" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 8A 3/27/2019 3/28/2019 4/24/2019 28 54,495 4,450 8B 3/27/2019 3/28/2019 4/24/2019 28 53,905 4,400 8C 3/27/2019 3/28/2019 4/24/2019 28 52,080 4,250 Remarks: *Water Reducer Enclosure A-10 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 6, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building D Footing, SW Corner Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: 28314169 Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 4.5" Water Added on Job: 10 Gal. Air Temp.:550 F ConTemp.: 790 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 9A 4/8/2019 4/9/2019 4/15/2019 7 128,475 4,540 9B 4/8/2019 4/9/2019 5/6/2019 28 160,120 5,660 9C 4/8/2019 4/9/2019 5/6/2019 28 161,820 5,720 Remarks: Enclosure A-11 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 6, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building D Slab, SW Center Portion Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: N.I. Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 6" Water Added on Job: 5 Gal. Air Temp.:730 F ConTemp.: 810 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 10A 4/8/2019 4/9/2019 4/15/2019 7 137,205 4,850 10B 4/8/2019 4/9/2019 5/6/2019 28 164,365 5,810 10C 4/8/2019 4/9/2019 5/6/2019 28 163,230 5,770 Remarks: Enclosure A-12 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 6, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building D Slab, Center Portion Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: 28314932 Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 6" Water Added on Job: 5 Gal. Air Temp.:820 F ConTemp.: 790 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 11A 4/8/2019 4/9/2019 4/15/2019 7 123,475 4,370 11 B 4/8/2019 4/9/2019 5/6/2019 28 152,485 5,390 11 C 4/8/2019 4/9/2019 5/6/2019 28 154,295 5,460 Enclosure A-13 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 6, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building D Slab, NE Corner Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: 28315318 Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 5" Water Added on Job: 15 Gal. Air Temp.:900 F ConTemp.: 800 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 12A 4/8/2019 4/9/2019 4/15/2019 7 119,370 4,220 12B 4/8/2019 4/9/2019 5/6/2019 28 154,125 5,450 12C 4/8/2019 4/9/2019 5/6/2019 28 152,200 5,380 Enclosure A-14 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 7, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building C Footing, N Corner Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: 28316380 Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 4" Water Added on Job: 0 Gal. Air Temp.:760 F ConTemp.: 810 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 13A 4/9/2019 4/10/2019 4/16/2019 7 120,470 4,260 13B 4/9/2019 4/10/2019 5/7/2019 28 172,750 6,110 13C 4/9/2019 4/10/2019 5/7/2019 28 170,615 6,030 Enclosure A-15 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 7, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building C Slab, CP Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: 28316629 Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 3.5" Water Added on Job: 0 Gal. Air Temp.:740 F ConTemp.: 720 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 14A 4/9/2019 4/10/2019 4/16/2019 7 118,240 4,180 14B 4/9/2019 4/10/2019 5/7/2019 28 173,900 6,150 14C 4/9/2019 4/10/2019 5/7/2019 28 171,715 6,070 Enclosure A-16 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 7, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building C Footing, N Corner Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: 28316380 Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 4" Water Added on Job: 0 Gal. Air Temp.:760 F ConTemp.: 810 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 13A 4/9/2019 4/10/2019 4/16/2019 7 120,470 4,260 13B 4/9/2019 4/10/2019 5/7/2019 28 172,750 6,110 13C 4/9/2019 4/10/2019 5/7/2019 28 170,615 6,030 Enclosure A-17 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 7, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building C Slab, SW Corner Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: 28317259 Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 5.5" Water Added on Job: 0 Gal. Air Temp.:720 F ConTemp.: 790 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 16A 4/9/2019 4/10/2019 4/16/2019 7 139,690 4,940 16B 4/9/2019 4/10/2019 5/7/2019 28 165,210 5,840 16C 4/9/2019 4/10/2019 5/7/2019 28 161,505 5,710 Enclosure A-18 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 8, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building B Footing, SE Corner Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: 28318793 Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 5" Water Added on Job: 10 Gal. Air Temp.:570 F ConTemp.: 740 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 17A 4/10/2019 4/11/2019 4/17/2019 7 131,020 4,630 17B 4/10/2019 4/11/2019 5/8/2019 28 179,485 6,350 17C 4/10/2019 4/11/2019 5/8/2019 28 179,745 6,360 Enclosure A-19 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 8, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building B Slab, SE Corner Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: 28319217 Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 6.5" Water Added on Job: 10 Gal. Air Temp.:700 F ConTemp.: 790 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 18A 4/10/2019 4/11/2019 4/17/2019 7 119,085 4,210 18B 4/10/2019 4/11/2019 5/8/2019 28 170,810 6,040 18C 4/10/2019 4/11/2019 5/8/2019 28 173,050 6,120 Enclosure A-20 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 8, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building B, N Facing Footing, CP Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: 28319691 Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 5.5" Water Added on Job: 10 Gal. Air Temp.:680 F ConTemp.: 760 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 19A 4/10/2019 4/11/2019 4/17/2019 7 122,535 4,330 19B 4/10/2019 4/11/2019 5/8/2019 28 168,490 5,960 19C 4/10/2019 4/11/2019 5/8/2019 28 173,770 6,150 Enclosure A-21 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 8, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building B Slab, NE Corner Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: 28320095 Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 6" Water Added on Job: 0 Gal. Air Temp.:710 F ConTemp.: 800 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 20A 4/10/2019 4/11/2019 4/17/2019 7 128,870 4,560 20B 4/10/2019 4/11/2019 5/8/2019 28 173,130 6,120 20C 4/10/2019 4/11/2019 5/8/2019 28 177,090 6,260 Enclosure A-22 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 10, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building E Slab, NW Portion Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: 28324863 Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 3" Water Added on Job: 15 Gal. Air Temp.:690 F ConTemp.: 790 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 21A 4/12/2019 4/13/2019 4/19/2019 7 130,770 4,630 21 B 4/12/2019 4/13/2019 5/10/2019 28 158,535 5,510 21C 4/12/2019 4/13/2019 5/10/2019 28 158,085 5,590 Enclosure A-23 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 15, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building A Footing, SW Corner Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: 28333747 Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: IF Water Added on Job: N.I. Air Temp.:550 F ConTemp.: 780 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 22A 4/17/2019 4/18/2019 4/24/2019 7 127,570 4,510 22B 4/17/2019 4/18/2019 5/15/2019 28 159,300 5,630 22C 4/17/2019 4/18/2019 5/15/2019 28 161,365 5,710 Enclosure A-24 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 15, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building A Slab, South Center Portion Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: 28334347 Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 6.5" Water Added on Job: 15 Gal. Air Temp.:610 F ConTemp.: 800 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 23A 4/17/2019 4/18/2019 4/24/2019 7 139,110 4,920 23B 4/17/2019 4/18/2019 5/15/2019 28 172,170 6,090 23C 4/17/2019 4/18/2019 5/15/2019 28 171,995 6,080 Enclosure A-25 LORSoilGEOTECHNICAL GROUP, INC. Engineering A Geology A Environmental COMPRESSIVE STRENGTH TEST Client: Lake Elsinore CCR, LLC Project: 33310.8 14211 Yorba Street Date: May 15, 2019 Tustin, California 92780 Project: Mission Trail Apartments Project Location: 32585 Mission Trail Lake Elsinore, CA 92595 Contractor: Century West Arch/Eng: Wilson Mikami Area of Pour: Building A Footing NE Corner Concrete Supplier: Cemex Design Strength: 4,500 psi Max. Siz Agg.: 1" Mix: 1418367 Ticket No.: 28334692 Admix: WRDA 64 Air Ent.: N.I. Water/Cement Ratio as Poured: N.I. No. of Specimens Molded: 4 Slump: 6.5" Water Added on Job: 0 Gal. Air Temp.:700 F ConTemp.: 810 F Molded By: Michael Torres Type of Material: Concrete Submitted By: Michael Torres Speciment Type: Cylinder Specimen Size: 6" X 12" Marking Date Date Date Test Load Compressive Strength Set/Spec Molded Received Tested Period (Lbs) (psi) 24A 4/17/2019 4/18/2019 4/24/2019 7 132,985 4,700 24B 4/17/2019 4/18/2019 5/15/2019 28 173,075 6,120 24C 4/17/2019 4/18/2019 5/15/2019 28 171,320 6,060 Enclosure A-26 LOR Geotechnical Group, Inc. SAMPLENQ DATESAMPLH}. 2/27/2020 TESTS A B C D E 20 DATE RECBVED. 3/2/2020 -202 ANC 305 SFBL EITMEN RATIO D4TEI`03CFUM 3/4/2020 -205 GU.+MPARnaLEB -307 M.VS STABILCMETHR366 PFUJE r -206 03AI:EES-.C:� -308 =RCCPAMTY LUD LBFERS)IN -207 RN M CR -309 TFECFUOUL 500 40 8 9 9 33310.8/L411F-9 9NQF;ECFZ/32585 MISSICNTRAIL -208 G-.CR -366 STAHGVL e 1000 80 10 12 11 -211 LA MTUR -367 QBC 2000 160 14 16 15 ASPHALTOCNCZETEMIX 3/4" MAXIMUM, MEDIUM TYPE A -217 SMDB3.FVAfNT -382 aTR'CflcN 3000 240 18 21 20 SIBEANALYSIS202 MCSU;EVAPCRSUSCEPTI6ILUTY307 4000 320 23 27 25 %PASSING AS USED SPED F. SrARrTK/E 5000 400 32 36 35 ASFEQ/. FEE BYVm BYwr. OR CC 6\DTIME 6" 4W 44 47 46 2 400LBSR39SDIN TLHSdffUfE1VElf 4 3.85 3.95 11/2 TLRSDSFLACBVEVT STABILITY 39 37 37 1 100 100 100 SrABUTY 100 100 37 37 37 3/4 96 95-100 90-100 AVffSTA8ILJTY 100 Sf13]F. SPB0RCC?AVITYCFBRI( fTE308 1/2 85 SPBORCGPAVITYAGGIErATE206,207&208 VVF.INAIR 1206.8 1202.8 1207.3 3/8 72 65-80 60-85 SFIEDRC(PAVITY FINE CSAF- wFINV\ATER 705.9 702.7 707.9 4 48 45-55 42-58 ABSJFnCN R NE MAF SE S'D 1209.3 1205.5 1210.1 8 35 34-44 31-47 ABR4SICNCFOO4FSEACGFErATE211 FEC3-IT 2.53 2.52 2.51 16 25 1 REVS PffUMAG---CFV\EAR SFEDF. §NiMTnAa9 CN 0.5 0.5 0.6 30 18 1 14-24 11-27 100R CBVSTY 149.6 149.3 150.0 50 13 5WR AVG CMTY 149.6 100 9 CRUSHED PARnCLE5205 ASPRALTOCNCRETEQL/BINDB20CNTBVT382 200 7 3-8 0-11 (,)4 1 (-)4 CXABB WE AM EEP6€RRNG(g): 2046.4 SAMPLELOCAMN S*DBI.IVALHVTVALLE SR87F. WE AMAF ERRRN3(g): 1929.1 HTLLVENCINTHNT C1UBNLE!1Z(LN0JT1=): 6.1 1 S-MF. GRADINCAS us®wAS CErraN®BY CErrPJ"NG SAMPLES AS wlays S AaLCF BITUVIINCUS MIXTURES 305 MISSICNTRAJ STA53+50,MffHBCU\D % 24 H7.RFEADW, I I SR37F. wr. va- THEOWnCALMAXIMUVSPBIRCCPAMTY309 Wr.CFSM/FLEINAIR REMARKS WE(FFRO Wr CFF20&SAAnE 9B7RCCPAVITY T'6EE4500 rrLIVETALVAaW PYCNJvEr9R CALTRANS SEC11CN 39 CPTI MUM 13TUVIEN OCNTBVT 367 IVM VWSR31RCCPAMTY R3ATIVECMTY SFMF. R3UNTFCF-CFAIRVQD6 Enclosure A-27 LOR Geotechnical Group, Inc. SAMPLE NQ DATE SAMPL M.. 2/28/2020 TESTS A B C D E 21 DATE WMVED. R2 3/2/2020 -202 CONG 3 UVI 05 SA EL BIT6VWO DaTEF03CFU3} 3/4/2020 -205 GIS-®FART1= -307 M.vS STABILCMETBR366 PFUJELr -206 03N:EE8°CB -308 =RCCPAMTY Low LBPERMIN -207 RNEM CR -309 TH=CALMAX 500 40 9 9 9 33310.8/LAIERSIN ECM/32585 MISSICNTPAIL -208 *PAF G-.G� -366 STABIaUM 1000 80 15 13 13 -211 LA MTV -367 ORC 2000 160 20 20 19 ASPHALTCQVqFETEMIX 1/2" MAXIMUM, MEDIUM TYPE A -217 SMDB JVAfNT -382 DM?AiTCN 3000 240 26 27 26 SIBEANALYSIS202 MCSUSVAPCRSUSCEPTIBILITY307 4000 320 35 36 35 %PASSING ASLGW SPECIF. STARTTK/E 5000 400 47 47 47 ASRW/. REE BY1CL BYWr. OR CC M-WE 6000 480 61 61 62 2 400LBSFBRSCAN TU?\SDSAAa ENT 3.56 3.61 3.52 11/2 TIR\SCIS fiCB/EVr STABUTY 32 32 32 1 STABILJTY 100 100 SPEC 37 37 37 3✓4 100 100 100 XMff STABLJTY 100 SPBURCC?AVITYC=BRQLETTE308 1/2 98 95-100 E-100 SPBQRC(33AWYAGGEr4TE206,207&208 WF.INAIR 1201.3 1204.8 1202.6 3✓8 88 80-95 SF1RCCPAMTY FINE C)� WF.INNATHR 703.3 705.3 704.9 4 62 55-65 AB99Fn CN RIE OWSE � 1203.5 1206.6 1204 8 49 42-52 ABR4SICN CIF C04FSEACGIFEIGATE211 H3CHT 2.53 2.52 2.51 16 34 F� PB;CBVTA(ECFV\EAR 9DKIF. VNATBRPBSTSTICJ 0.4 0.4 0.3 30 24 18-28 15-31 10OR EmTY 149.9 150.0 150.4 50 13 5WR AVG CMTY 150.1 100 10 CRUSH®PARTI CLES 205 ASPHALT CCINICIRETEaL/BIND620CNTENT 382 200 7 3-8 0-11 (+)4 1 (-)4 OJ BB M.AM BEa€RRW,(g): 1508.5 SAMPLELCICATICV 116mm S*DB JVALHVTVALLE S EOF. Wf.ACGAFfERRRN3(g): 1417.2 FBDJvMHNCBDHTUVENOaIiBVT %OUE]N1R( CJFE7P 6.4 1 SFMF. GRAOINCAS us®WAS CErrPJN®BYCErrwNNG SAMPLES AS R U-CAG S AELLC:BInNINCUS MIXTURES 305 MISSICNTRAIL,STA54+00,MffHBQI\D % 24 H7.R WAD W, I I SB7F. WE va- THEOWFICALMAXIMU ISPB1RCGWTY309 Wr.CFSWvREINAIR REMARKS WE CFFRO Wr CFF20&SWRE 9EIRCC AMITY TYFEE4500 rrLIVETALVAC1W PYCNJvErBR CALTRANS SECTICN 39 C'TI MUVI 13TUVIEN CCNTBVT 367 IVM VW9FK1RCCPAMTY FRATIVECHN9TY S$]F. Pff NTFCF-CFAIRVODS Enclosure A-28 APPENDIX B Compaction Test Summaries LORGEOTECHNICAL GROUP, INC. COMPACTION TEST SUMMARY PROJECT NO.: 33310.8 CONTRACTOR: Jasper Masonry/L&S Construction TYPE OF PROJECT: Remedial Earthwork PROJECT LOCATION: Mission Trails Apartments, Lake Elsinore CA CLIENT: Lake Elsinore CCR, LLC DATUM ELEVATION: Plans Mikami, 2018 Test Test Bevation of Thickness Density MC Rai. Ra rks Date No, Type Test location Test Test (°/� Carp SIN F�test C(ft) F(ft) ft in � Max Na 04/01/19 1 FS NJ?THFETA1NfNGV\PL1,NCRTHFCRIICN 1263.7 1266.7 1266.7 8 122.4 128.5 8.8 95 6 N 2 FS NJUHFETALNINGML,C MRFCRTICN 1262.5 1265.8 1265.8 8 124.0 128.5 9.3 96 6 N 04/02/19 3 FS NJUH FETALNI4GV\PL,safFH FCR11CN 1262.2 1265.0 1265.0 6 122.5 128.5 8.6 95 6 S 4 FS TRASH 3\CLCRJT-FETALNNGV\ALL 1264.1 1267.4 1267.4 6 123.8 128.5 9.0 96 6 S 04/08/19 5 B SafFHF�TALNNGVAJ,Sa U\6TRG?11CN 1262.9 1264.0 1264.0 6 118.8 128.5 8.4 92 6 S 6 B SaJTH FETAL N NGVTLI SaM EST FCRTI CN 1264.8 1265.5 1265.5 6 119.3 128.5 9.3 93 6 S 04/09/19 7 FS safFHFETALNNGVAJ,safF AESTFCRTTCN 1263.0 1267.0 1267.0 8 123.6 128.5 8.2 96 6 N 8 FS safrHFTHANINGVTLl C90 RFCRTICN 1265.0 1267.5 1267.5 8 124.8 128.5 8.2 97 6 N 9 FS Sa1THFFTALNNGML,UNTBZFCRTKN 1266.0 1268.0 1268.0 8 124.8 128.5 8.6 97 6 N 10 FS sa frH FT-7A N NGVA J-NORTH FCRTI CN 1266.0 1268.2 1268.2 8 123.7 128.5 8.3 96 6 N 11 FS saJFH FET-AL N NGVnI NORTH FCRTI CN 1265.5 1267.2 1267.2 8 123.7 128.5 7.6 96 6 N 04/11/19 12 B a.CFE FEPALR URMAEST CF WACE 1267.1 1259.4 1259.4 8 119.4 128.5 9.2 93 6 N 13 B SlDCFEFEPAJR NCRTHAES7CFCWA(E 1257.7 1263.0 1263.0 8 119.0 128.5 8.9 93 6 N LBO F=Fill;G--CLt;Mac.= R-octorCorrpaction;SNkSaT0eNo.;Fb.0xT=FdativeCorrprticn;MGMdstLreCarntat;RT=fR#est KD(-TO-TEST: FS--Test in R-ooessed Rrfacg CG--Test in Oignal(wd;CF=Test in Compacted Fill;E3=Test in&nckfill;FS=Test cn Finish Rrface FBVIAFS4S-S--(ASTM D1556)end Ox e Test;W(ASTM D6938)NadeE CaAg--Test;W=Fbck Ctrrection Fb-oertage LOR Geotechnical Group, Inc. Enclosure B-1 COMPACTION TEST SUMMARY PROJECT NO.: 33310.8 CONTRACTOR: L&S Construction TYPE OF PROJECT: Storm Drain Improvements PROJECT LOCATION: Mission Trails Apartments, Lake Elsinore CA CLIENT: Lake Elsinore CCR, LLC DATUM ELEVATION: Plans Wilson Mikami, 2018 Test Test Bevation of Thickness Density MC Rai. Fbnwks Date No, Type Test location Test Test (°/� �p SIN or F�test C(ft) F(ft) ft in � Max. Na 10/30/18 1 B LJ NEA STATION NO 12+50,MN N 1265.0 1269.0 1267.5 8 117.6 128.5 8.2 92 6 N 2 B LJ NEA STAIICN NQ 12+80,MN N 1265.0 1271.5 1270.0 8 117.7 128.5 9.0 92 6 N 3 B LJ NEA STATION NO 13+30,MN N 1265.5 1270.0 1268.0 8 121.8 129.0 9.6 94 4 N 10/31/18 4 B LJNEA STAIICN NQ 11+00,MAIN 1264.0 1268.0 1267.0 8 117.3 128.5 8.1 91 6 N 5 B LJ NEA STATION NO 12+00,UN N 1265.0 1271.0 1269.5 8 121.8 128.5 9.7 95 6 N 11/01/18 6 B LJiNEA STAIICN NQ 10+70,MMN 1264.0 1267.5 1266.0 6 122.8 129.0 10.0 95 4 S 7 B LJNEA STAIICN NO 12+31,MN 1265.0 1269.5 1268.0 6 123.4 128.5 8.0 96 6 S 11/02/18 8 B UINEA STAIICNNQ 14+40,MAIN 1266.0 1271.0 1270.0 6 129.4 132.0 10.0 98 11 S 11/07/18 9 B TBV>FCPAWSTOW CRPJNTFFNr {aNTBZFCRTICN 1257.4 1259.4 1259.4 8 119.4 128.5 6.9 93 6 N 10 B TES STMF l DRNNTF&ICH aNTBRFCRTICN 1261.0 1264.0 1264.0 8 119.1 128.5 6.2 93 6 N 11 B TBV FO RAWSTOW DiNNTFENCHN9UW:PSTFCRTICN 1256.4 1261.9 1261.9 8 119.2 128.5 7.3 93 6 N 11/08/18 12 B TEMFO:?AWSTUW CR NNTFUICH NQUHAEF)T RAND 1259.5 1267.5 1267.5 6 121.3 128.5 8.4 94 6 S 13 B TBV>F0?AWSF0WCPANTFUVCHSafFHRWP 1264.3 1268.2 1268.2 6 116.6 128.5 7.8 91 6 S 14 B TEVFCRAWSTCFMCRAINTFU\ICHNJUT 6 FCRTICN 1260.4 1267.9 1267.9 6 119.7 128.5 7.3 93 6 S 11/09/18 15 B UN-A STAIICNNO 16+30,MWN 1269.0 1271.5 1271.5 8 122.4 128.5 8.0 95 6 N 16 B LJ NEA STAIICN NQ 15+75,MN N 1268.5 1271.0 1271.0 8 123.3 128.5 8.3 96 6 N 17 B UN-A STAIICNNO 15+54,MAN-0E 1268.0 1271.5 1271.5 8 124.0 128.5 7.4 96 6 N 18 B LJNEA STAIICNNQ 15+25,MAIN 1267.5 1271.0 1271.0 8 124.4 128.5 8.0 97 6 N 11/13/18 19 B CEBSTAflCNNQ12+00,MNN EA STAIICNNO 17+00,MAIN 1269.8 1273.0 1273.0 8 125.3 128.5 7.1 98 6 N 11/16/18 20 B 1258.0 1264.7 1264.7 8 118.4 128.5 9.9 92 6 N LBO F=Fill;C--CLt;Mac.= R-octorCarpaction;SNkS3TjJeNo.;Fb.Conp.=FdativeCanpacticn;MC=MdstLreCartert;RT=Fbtest KUTO-TBT: Pa--Test in R-ooessed Sxfacq CCrTest in Oignal(wd;CF=Test in wed Fill;B=Test in 6ackfill;FS=Test cn Finish Rxface FEMAFVS-S--(ASTM D1556)Sand Cxe Test;W(ASTM D6938)\I dear CaAge Test;F X=Fbck CLrrection Fb-oertage LOR Geotechnical Group, Inc. Enclosure B-2 COMPACTION TEST SUMMARY PROJECT NO.: 33310.8 CONTRACTOR: L&S Construction TYPE OF PROJECT: Storm Drain Improvements PROJECT LOCATION: Mission Trails Apartments, Lake Elsinore CA CLIENT: Lake Elsinore CCR, LLC DATUM ELEVATION: Plans Wilson Mikami, 2018 Date Test Test Test Location 9evation of Thidaiess Density MC Rol. arks or ° �p SINNa Test Test Type C(ft) F(ft) Dry Max C/o (°/4 Ratest ft 11/16/18 21 B UN=B,STA11CNNQ 11+70,MAIN 1257.7 1263.5 1263.5 8 123.9 132.0 10.3 94 11 N 22 B LINER STAIICN NQ 11+50,MAN 1257.7 1265.0 1265.0 8 123.0 132.0 9.9 93 11 N 23 B uMB,STA11CN NQ 10+75,MN 1258.0 1265.3 1265.3 8 123.2 128.5 8.4 96 6 N 24 B LINER STAIICN NQ 10+04,MAIN 1259.0 1264.8 1264.8 8 125.0 132.0 9.2 95 11 N 25 B uMB,STA11CN NQ 10+45,MAN H LE 1259.0 1264.8 1264.8 8 123.0 128.5 9.0 96 6 N 26 B UN-B,STAKNND 10+45,MM HaE 1259.0 1266.0 1266.0 8 123.8 128.5 8.8 96 6 N 11/19/18 27 B uMB,STA11CN NQ 13+50,MAN 1260.0 1265.0 1265.0 8 124.0 128.5 9.0 96 6 N 28 B UN-B,STAKNNQ 14+50,MAIN 1260.8 1265.1 1265.1 8 123.2 128.5 8.6 96 6 N 29 B uMB,STA11CN NQ 15+11,MAN 1261.0 1265.7 1265.7 8 125.0 132.0 9.2 95 11 N 11/20/18 30 B LATPPLAk2,STAIICNNo 10+50 1264.0 1266.0 1266.0 8 122.2 132.0 9.9 93 11 N 31 B LATB:ZALA2,STA11 CN NQ 10+60,MAN Ha E 1264.0 1267.8 1267.8 8 122.1 132.0 9.3 93 11 N 32 B LATEPA-42A STAIICNNQ 10+20 1264.5 1267.0 1267.0 8 120.2 132.0 9.5 91 11 N 33 B UNEB,SrA11CN NQ 11+06,NWN HQ.E 1259.0 1263.0 1263.0 8 123.1 132.0 9.0 93 11 N 34 B U N-B,STA11 CN ND 11+06,MM1 FILE 1259.0 1265.2 1265.2 8 120.1 132.0 9.2 91 11 N 35 B uMB,STA11CN NQ 10+25,LATBRPL B-1 1258.8 1263.4 1263.4 8 119.5 128.5 9.4 93 6 N 11/21/18 36 B UN-B,STAKN ND 14+93,M* 1 LE 1261.0 1265.7 1265.7 8 121.3 132.0 8.9 92 11 N 37 B uMB,STA11CN NQ 12+72,MAN FILE 1261.1 1265.6 1265.6 8 121.4 132.0 8.5 92 11 N 38 B UN-A STAIICNNO 18+00 1270.0 1272.5 1272.5 8 120.3 128.5 9.0 94 6 N 39 B L INEA SrA11CN NQ 18+30 1271.2 1274.6 1274.6 8 119.5 128.5 8.7 93 6 N LH�D F=Fill;GQt;Mec.= RodcrConpadicn;SN=S"eN..;Pd.Conp.=FdativeCaTpacticn;MGMdstaeCcrtat;RT=F;ttest IQV TOTP.ST FS=Test in Rocessed Sx wa OGTest in agnal as-d;CF=Test in Ompacted Fill;B--Ted in Badcfill;F-S::Ted on Finsh Skewe 1 EMARLS-S=(ASTM D1556)Sand Cone Ted;N=(ASTM D3938)Nadear CBue Test;W<=Fdxk Caration Fwoe•tage LOR Geotechnical Group, Inc. Enclosure B-3 COMPACTION TEST SUMMARY PROJECT NO.: 33310.8 CONTRACTOR: L&S Construction TYPE OF PROJECT: Sewer Improvements PROJECT LOCATION: Mission Trail Apartments, Lake Elsinore CA CLIENT: Lake Elsinore CCR, LLC DATUM ELEVATION: Plans Mikami, 2018 Test Test Bevation of Mc Density MC Rai. Ra rks Date No, Tye Test location Test Test (°/� �p SIN or F�test C(ft) F(ft) ft in � Max. Na 12/28/18 1 B I CR\/ELPT\F,MJT FEAST CFBULDINGD,FFMH39D BOTTOM 1266.0 1270.0 1270.0 8 124.2 136.0 6.2 91 1 N 2 B SQNTARYSBAS�CB\MRFrRT1CN 1267.5 1271.0 1271.0 8 118.9 132.0 7.6 90 11 N 04/05/19 3 B WRARYSB/ER9aJTF npaCFBULDiNGB 1267.8 1270.5 1270.5 8 123.6 136.0 6.6 91 11 N 4 B SANTAWSBAG�Saffl-E CFBULDNGB 1267.8 1270.5 1270.5 8 123.7 136.0 6.0 91 11 N 04/08/19 5 B WRARYSB/ER STCFBULDINGB 1267.5 1270.5 1270.5 8 124.4 132.0 9.3 94 11 N 6 B SQNTARYSB/\ER 9OJTHCFBULDINGB 1267.5 1270.7 1270.7 8 124.1 132.0 9.0 94 11 N 7 B WEARYSB/ER 9O5HAESTCFBULDINGB 1266.5 1269.6 1269.6 8 123.6 132.0 8.4 94 11 N 8 B SQNTARYSBAGff NCRTHCFBULDINGD 1266.5 1269.0 1269.0 8 119.6 128.5 8.9 93 6 N 9 B SQNTARYSBAER VESTCFBULONGD 1265.5 1268.5 1268.5 8 118.7 128.5 9.2 92 6 N 10 B SANTAFYSBAER SSTCFBULDNGB 1266.3 1269.0 1269.0 8 126.7 128.5 8.8 99 11 N LBO F=Fill;C--CLt;Mac.= R-octorCarpaction;SN--SaT0eNo.;Fb.0xT=RdetiveCorr}adicn;MC=Mdst Lye CatE-t;RT=REtest KD(-TO-TEST: FS-Test in R-ooessed Rrfacg CG=Test in Oignel(iaxd;CF=Test in Caipacted Fill;B=Test in Ba5<fill;FES=Test cn Finish Rrface rEMARS-S--(ASTM D1556)end Cxe Test;W(ASTM D6938)NadeE GaAgee Test;W=Rbck Carection Fb-oertage LOR Geotechnical Group, Inc. Enclosure B-4 COMPACTION TEST SUMMARY PROJECT NO.: 33310.8 CONTRACTOR: L&S Construction TYPE OF PROJECT: Water Improvements PROJECT LOCATION: Mission Trail Apartments, Lake Elsinore CA CLIENT: Lake Elsinore CCR, LLC DATUM ELEVATION: Plans Mikami, 2018 Test Test Bevation of Mc Density MC Rai. Fitem�rks Date No, Tye Test location Test Test (°/� �p SIN F�test C(ft) F(ft) ft in � Max Na 12/28/18 1 B CRCLPT\F,Mff FEAST CFBULDINGD,FFMH39D BOITCM 1264.0 1268.0 1267.5 8 113.3 132.0 6.8 86 11 N,R-3 2 B DCME511CVWTERUN=A STAKNNO 14+00 1263.5 1267.0 1266.0 8 121.4 132.0 9.6 92 11 N 3 B FErEBL CF NQ 1 1264.0 1268.0 1267.5 8 114.1 132.0 7.5 86 11 N,R-9 4 B PAR4Na EAST CF BU LDiNGD, BOTTOM 1263.0 1267.0 1266.5 8 114.5 132.0 7.8 87 11 N,RT-5 5 B FEFEBL CF NQ 4 1263.0 1267.0 1266.5 8 119.2 132.0 8.1 90 11 N 12/31/18 6 B 2"Da/ES11CVATERSEtv10E STATICNNQ 10+38 1263.0 1266.0 1265.5 12 116.2 132.0 10.7 88 11 N,RE 7 B FUESL CF NQ 6 1263.0 1266.0 1265.5 12 119.0 132.0 10.3 90 11 N 8 B R FE FMLR�NT,STATI ON NQ 13+51 1263.0 1265.0 1265.0 10 119.0 132.0 9.8 90 11 N 9 B FETEST CF NQ 3 1264.0 1267.5 1267.5 10 119.1 132.0 8.2 90 11 N 10 B DCNESTICVATERUNEA STATICNNQ 17+00 1265.0 1269.0 1269.0 10 120.1 132.0 10.2 91 11 N 04102J19 11 B RFE UW NORTH CF BU LDNGB 1264.5 1268.6 1268.6 6 126.7 132.0 8.4 96 11 S 12 B RFE UM SQJTH CF BULD NGA 1266.1 1270.3 1270.3 6 129.4 132.0 9.5 98 11 S 13 B HFEUNF sCUTHCFBULDNGC 1263.7 1267.8 1267.8 6 127.5 132.0 9.1 97 11 S 14 B RFEUNM EASTCFBULDNGD 1264.3 1268.3 1268.3 6 128.6 132.0 10.4 97 11 S 05/01/19 15 B VATHRTIEIN,SUTIVBTCFBULDNGB 1265.0 1268.5 1268.5 6 121.8 132.0 6.2 92 1 S 16 B \ATER-n E I N,NQRTItFP CF BU LD NGC 1265.0 1269.0 1269.0 6 124.4 132.0 4.8 94 1 S 17 B VATffZTIEIN,NQUFEOSTCFBULDNGD 1264.0 1267.0 1267.0 6 104.3 126.5 12.5 82 9 S RTT LBO F=Fill;C--CLt;Mac.= R-octorCorrpaction;SN--SaT0eNo.;Fb.0xT=FdetiveCbTpacticn;MC=MdstLreCorte-t;RT=FUest k�TO-TBT: P�Test in R-ooessed Srfacq CG--Test in Oignal(wd;CF=Test in Oxqmded Fill;B=Test in BaS ill;FS=Test cn Finish Rrface rEMARS-S--(ASTM D1556)Sand Ox e Test;W(ASTM D6938)N adeEr-CaAgee Test;F X=Fbck Carection Fb-oertage LOR Geotechnical Group, Inc. Enclosure B-5 COMPACTION TEST SUMMARY PROJECT NO.: 33310.8 CONTRACTOR: AC Spraggins Engineering & Underground TYPE OF PROJECT: Dry Utility Trench Backfill PROJECT LOCATION: Mission Trail Apartments, Lake Elsinore CA CLIENT: Lake Elsinore CCR LLC DATUM ELEVATION: Plans Mikami 2018 BewAicn of Thidvvm Density M. Prrarks Test Test of MC or Date Na Type Test Laation C(Ift) F(ft) Test Test Dry Max �7d West 04/03/19 1 B CIdVEL*F,SCUTI-FASTCFBULCWGD,RFOCSSIDBUTCM 1268.5 1272.5 1272.5 6 118.6 128.5 8.6 92 6 S 2 B JCINTUnUTY,NJUFOSTCFBJLCINGA 1267.5 1271.5 1271.5 6 119.9 128.5 9.0 93 6 S 3 B JaNTUFlUTY,E&STCFBJLDINGA 1267.0 1271.0 1271.0 6 129.4 132.0 9.3 98 11 S 4 B JCINTUTllJTY SASTCFBJLDINGB 1266.0 1270.0 1270.0 6 118.1 128.5 10.2 92 6 S 5 B JONTUflUTY,EASTCFBJLDNGC 1265.5 1269.5 1269.5 6 122.9 132.0 9.1 93 11 S 04/05/19 6 B ONSLI E SrCFBULCINGA 1267.2 1271.0 1271.0 8 122.4 132.0 9.6 93 11 N 7 B GkSUNF,N>&RHVTi\10E 1267.5 1270.3 1270.3 8 127.2 132.0 9.1 96 11 N 05/02/19 8 B JCINTUnUTYV\6TCFBJLCINGA 1264.0 1268.0 1268.0 6 122.8 136.0 7.3 90 1 S 9 B JCINTUnUTY,MJrHCFBJL0l\GA 1265.0 1269.0 1269.0 6 123.8 136.0 5.9 91 1 S 10 B JCINTUnUTY SaMVESTCFBULClNGB 1264.0 1267.0 1267.0 6 122.5 136.0 6.0 90 1 S L�+D F Fill;C=Ott;Mac.=F1•ootorOaTpactiorT SN=SFrrpleNa;Fb.Omp.=Fbative0xrpactim MGMbstueCbrtent;Rr=Petest KEYM PS--Test in%mssad&rfwc OGTest in0igrd Gard;CFTest inOmTwtedFII;B=Test inBaddill;FS=Test cnFrishSrface F S ASTM D1556 Sand am Test;*(AM D6938 N idm GaW Test;R(=Fbck a rredicn F troertage LOR Geotechnical Group, Inc. Enclosure B-6 COMPACTION TEST SUMMARY PROJECT NO.: 33310.8 CONTRACTOR: RC Grading TYPE OF PROJECT: Sidewalks Improvements PROJECT LOCATION: Mission Trail Apartments, Lake Elsinore CA CLIENT: Lake Elsinore CCR, LLC DATUM ELEVATION: Test Test Bevation of Thidvness Density MC Rai. PaTnft a Date No, Type Test location Test Test (°/� �p SIN or C(ft) F(ft) ft in � Max Na 01/16/20 1 FS CR\ELP\F,MffFFPSTCFBULDi4GD,FFMH39DB0ffCM 99.7 99.7 6 119.6 126.5 9.0 95 9 N 2 FS BULDNGD,9aJl}V%EBTFCFnCN 99.7 99.7 8 116.6 126.5 9.7 92 9 N 3 FS BULDNGD,sOJTHRCRIICN 99.7 99.7 8 115.8 126.5 9.1 92 9 N 4 FS PPFNNCj EASTCFBULDiNGD,R;CC6=B0TT0M 99.7 99.7 6 116.4 126.5 8.8 92 9 N 5 FS BULDNGC sOJTHCff0RFCRIICN 99.7 99.7 6 118.2 126.5 9.3 93 9 N 6 FS BULDNGQ STR TICN 99.7 99.7 8 113.4 126.5 8.7 90 9 N 02/10/20 7 FS MISSICNTPAIL E8,SrCFBULDNGC safFHBam 99.7 99.7 6 132.0 137.0 7.0 96 2 S 8 FS MISSI CN TPAI L,EAST CF BU LD NGA SOJTH BOND 99.7 99.7 6 130.9 137.0 6.0 96 2 S LBO F=Fill;G--CLt;Mac.= R-octorC ion;SNkSaT0eNo.;Fb.0xT=FdativeCorr}adicn;MGMdstLreCorte-t;RT=REtest KD(-TO-TEST: Pa--Test in R-ooessed Sxfa�CC--Test in Oignel(iaxxt;CF=Test in wed Fill;6=Test in 6ackfill;FES=Test cn Finish Rrface rEMARNS-S--(ASTM D1556)end Ox e Test;W(ASTM D6938)NadeE GaAgee Test;F X=Fbck Qrrection Fd-oertage LOR Geotechnical Group, Inc. Enclosure B-7 COMPACTION TEST SUMMARY PROJECT NO.: 33310.8 CONTRACTOR: AAA Paving TYPE OF PROJECT: Drive Lane & Parking Improvements PROJECT LOCATION: Mission Trail Apartments, Lake Elsinore CA CLIENT: Lake Elsinore CCR, LLC DATUM ELEVATION: Plans M ikano, 2018 Test Test Bevation of Thidvness Density MC Rai. PaTnft a Date No, Type Test location Test Test (°/� Carp SIN F�test C(ft) F(ft) ft in � Max Na 09/26/19 1 FS CTd\/EL*E� SCUTFF8STCFBULDNGD,FFMH39D BOITCM 1265.0 1265.0 6 122.6 132.0 10.4 93 11 S 2 FS FAFNNCj SaJTHCFBJLDNGD 1266.0 1266.0 6 122.8 132.0 8.6 93 11 S 3 FS RN:N NQ 58,ST CF BULD NGD 1266.0 1266.0 6 119.8 132.0 9.8 91 11 S 09/30/19 4 CF RN:NNCj EAST CF BU LDINGD,FF M=BOTTCM 1267.5 1267.5 6 116.2 129.0 9.8 90 4 S 5 CF RN:NNC�E8ST CF BULD NGD 1266.5 1266.5 6 121.2 132.0 9.5 92 11 S 10/01/19 6 CF CFdMHXEE SaJTHCFBJLDNGD 1268.0 1268.0 6 121.0 132.0 10.2 92 11 S 7 CF ER\E LN\E SaJTH CF BJ LD I\G D 1267.5 1267.5 6 122.8 132.0 11.0 93 11 S 8 FS CPoVE LADE SaJTFE4ST CF BU Lai,,D 1268.8 1268.8 6 126.8 132.0 9.4 96 11 S 9 FS CR\E LAl\E Sa M-58ST CF BU LaiNGC 1267.5 1267.5 6 125.1 129.0 9.7 97 4 S 10 FS CLFB&GJMIB EAST CF BU LD NG B 1267.0 1267.0 6 123.5 129.0 7.1 96 4 N 10/11/19 11 FS QFB&CLJnFREOSTCFBJLLNGB 1266.5 1266.5 6 124.1 129.0 8.2 96 4 N 12 FS CLFB&QJTTER SCUFH CF BU La NG D 1266.0 1266.0 6 124.6 129.0 7.6 97 4 N 13 FS GIB&CLJI-TBR,SC1JTl UEST CF BU La NG D 1266.0 1266.0 6 124.8 129.0 7.2 97 4 N 14 FS O B&C-fM3T NCRTI-V=CF BU La NG D 1266.0 1266.0 6 122.9 129.0 7.0 95 4 N 15 FS CLM&G Jl-TBP,VEST CF BU La NG B 1266.0 1266.0 6 125.5 132.0 6.9 95 11 N 16 FS CLFB&CLJTTB�NCRTI-E4 CF BU La fNG B 1266.5 1266.5 6 127.0 132.0 7.3 96 11 N 17 FS aM&Gff TEP SaJTH CF BJ La NGA 1266.0 1266.0 6 126.8 132.0 7.4 96 11 N 18 FS CLFB&C3JMTB E%7 CF BU LD NGA 1266.5 1266.5 6 127.9 132.0 6.8 97 11 N 19 FS a B&GJTTH MISSICNTRAt,E8STCFBJLaNGC 1269.0 1269.0 6 127.3 132.0 7.2 96 11 N 20 F5 CLFB&CLJTTB�MISSICNTRPIL E�STCFBULGINGA 1266.0 1266.0 6 125.9 132.0 6.5 95 11 N LBO F=Fill;G--CLt;Mac.= R-octorCarrpation;SNkSaT-0eNo.;Fb.03nrp.=FbativeCarrpacticn;MCrMdstLreCartert;RT=Rtest KUTO-TBT: FS-Test in R-ooessed Rrfacq CG=Test in Oigrd(lard;CF=Test in wed Fill;B=Test in Beckfill;FES=Test cn Finish Rrface FENPFVS-S--(ASTM D1556)end Ox e Test;W(ASTM D6938)N dear GaAgee Test;F X=Fbck Ctrrection Fb-oertage LOR Geotechnical Group, Inc. Enclosure B-8 COMPACTION TEST SUMMARY PROJECT NO.: 33310.8 CONTRACTOR: AAA Paving TYPE OF PROJECT: Drive Lane & Parking Improvements PROJECT LOCATION: Mission Trail Apartments, Lake Elsinore CA CLIENT: Lake Elsinore CCR, LLC DATUM ELEVATION: Plans M ikano 2018 Date Test Test Test LocationE3evation of Thidaiess Density MC Rol. Farks or ° �p SINNa Test Test Type C(ft) F(ft) Dry Max C/o (°/4 Ratest ft 11/01/19 21 FS CF33F)SCUTTE3,SCUFHCFBJLDNGC 1266.5 1266.5 6 123.7 129.0 8.5 96 4 S 22 FS CFUSGJTTEP,SQJTHCFBULDNGD 1266.5 1266.3 6 124.2 129.0 9.2 96 4 S 23 FS CRMS QJTTBR SafFHAEFT CF BJ LD NGA 1269.0 1269.0 6 126.4 132.0 8.4 96 11 S 24 FS CFUS G JTTE,SQJTH CF BJ LD NGA 1268.5 1268.5 6 132.8 136.0 7.4 98 1 S 25 FS CFUS WIFIFE R E%Sr CF BJ LD NGB 1267.5 1267.5 6 132.8 136.0 6.0 98 1 S 11/13/19 26 FS RBBCNGJTTBR STCFBJLDINGC 1266.5 1266.5 4 117.1 130.0 7.0 90 19 N,RT31 27 FS RBBCNGJMER SCUTHCFBJLDNGC 1266.5 1266.5 4 120.0 130.0 5.9 92 19 N,RT32 28 FS R BBCN GJTTBR SOUTH CF BU LD NGC 1267.5 1267.5 4 111.9 130.0 6.8 86 19 N,RT 34 29 FS RBBCNGJMER EaSTCFBJLDNGB 1267.5 1267.5 4 118.8 130.0 6.0 91 19 N,RT-33 30 FS RBBCNWFFE ,EASTCFBJLDNGB 1267.5 1267.5 4 124.6 130.0 7.4 96 19 N 31 FS FETEST CF NQ 26 1266.5 1266.5 4 123.5 130.0 8.1 95 19 N 32 FS FEI EST CF NO 27 1267.5 1267.5 4 124.4 130.0 8.0 96 19 N 33 FS FETEST CF NQ 29 1266.5 1266.5 4 123.2 130.0 8.1 95 19 N 34 FS FErEBT CF NQ 28 1266.5 1266.5 4 124.0 130.0 7.8 95 19 N 35 FS CR3'6S QJTTBR V\EF)T CF BU LD NG D 1266.0 1266.0 4 123.9 130.0 6.7 95 19 N 36 FS CFUS G TTIER NORTH CF BJ LD NG D 1265.0 1265.0 4 124.2 130.0 7.4 96 19 N 37 FS G7CSS G JTTBP,NCFZTH CF BJ LD NG D 1266.0 1266.0 4 123.2 130.0 7.8 95 19 N 38 FS aTssGJFFER SQJTI-FASTCFBJLDNGA 1268.0 1268.0 4 123.1 130.0 8.2 95 19 N 01/03/20 39 FS MISSICNTRAIL,STA11GW)54+85,1319\0AYARTMQ1 1267.0 1267.0 6 124.4 130.0 7.2 96 19 S 40 F5 MISSICNTRAI STAflCN1NQ 55+20,CR\0AYAF1 i 1267.0 1267.0 6 123.8 130.0 7.0 95 19 S LS D F=Fill;O=O.rt;Mec.= RodcrCa icn;SNkS"eN..;Pd.Carp.=FbativeCbTp@cticn;MO=MdstaeCbrtat;RT=F;ttest KEYTOTP.ST FS=TeA inRocessedSjfaa OGTeA inQignel Gax ;CF=TeA inOmpactaiFill;B=Teq inBad<fill;F-S::Test onFinshSkewe FEMARLS-S--(ASTM D1556)Sand Cone Test;N=(ASTM D3938)Nadear Guy Test;W<=Fbdc Care Lion Rwoe-tage LOR Geotechnical Group, Inc. Enclosure B-9 COMPACTION TEST SUMMARY PROJECT NO.: 33310.8 CONTRACTOR: AAA Paving TYPE OF PROJECT: Drive Lane & Parking Improvements PROJECT LOCATION: Mission Trail Apartments, Lake Elsinore CA CLIENT: Lake Elsinore CCR, LLC DATUM ELEVATION: Plans M ikano 2018 Date Test Test Test Location9evation of Thidaiess Density MC Rol. Farks or ° �p SINNa Test Test Type C(ft) F(ft) Dry Max C/o (°/4 Ratest ft 01/23/20 41 FS CTd\/ELN\F,,SaJTHCFBJLDNGC 1264.0 1266.0 1266.0 8 123.1 129.0 8.9 95 4 N 42 FS FAR4NGSTALL$SaJTHCFBULDNGD 1265.0 1267.5 1267.5 10 118.8 129.0 10.9 92 4 N,RT47 43 FS RVNNGSTALLS,SaJTHCFBJLDi\.GD 1266.0 1267.6 1267.6 10 122.2 129.0 7.0 95 4 N 44 FS CR\ELAJ\F,SaJTHCFBJLDNGD 1264.0 1266.5 1266.5 8 123.5 129.0 7.5 96 4 N 01/24/20 45 FS RVNNGSTALLS,SaJTHCFBJLDi,,D 1264.5 1266.5 1266.5 8 122.0 130.0 8.5 94 19 N 46 FS FAR41\GSTALL$SaJTHCFBULDINGC 1264.5 1266.0 1266.0 8 120.5 130.0 8.1 93 19 N,RT-48 01/27/20 47 FS FETEST CF NQ 42 1265.0 1265.0 8 123.9 129.0 8.0 96 4 N 48 FS FAT CF NQ 46 1264.5 1264.5 8 124.0 129.0 8.2 96 4 N 49 FS PMNNGSTALLS,sgffF A CFBULDINGC 1264.3 1264.3 8 124.4 129.0 8.4 96 4 N 50 FS Ed\E LAJ\F,SaJTI REST CF BJ LD i\GC 1267.0 1267.0 8 124.3 129.0 8.1 96 4 N 51 FS RVNNGSTALLS,SaJTHCFBJLDNGD 1267.E 1267.6 8 123.2 129.0 8.5 96 4 N 01/28/20 52 FS RAMNGLCJT,V\ESrCFBJLDNGD 1265.3 1267.2 8 123.4 129.0 8.7 96 4 N 01/30/20 53 FS RVNNGSTALLS,SaJTHCFBJLDNGD 1266.5 1267.2 1266.9 6 123.9 130.0 6.5 95 19 S 54 FS RAMNGLOT,SQJTI AEBTCFBULDNGC 1266.2 1266.9 1268.4 6 125.0 130.0 6.0 96 19 S 55 FS FAFNNGSTALLS,9amV&7CFBULDNGC 1267.9 1268.7 1268.7 6 124.4 130.0 6.8 96 19 S 56 FS FAFNNGSTALLSti SaJFHCFBULDNGD 1268.0 1268.7 1268.7 6 124.7 130.0 7.0 96 19 S 57 FS RVNNGLOT,SCUT} STCFBJLDNGC 1266.6 1267.3 1267.3 6 125.6 130.0 7.5 97 19 S 58 FS FAT34NGLOT,Sa U\6T CFBJLDNGD 1267.0 1267.7 1267.7 6 125.6 130.0 7.0 97 19 S 59 FS FAJ:4W,-,L0T,VAT CFBJLDNGD 1264.6 1265.3 1265.3 6 125.6 130.0 8.0 97 19 S 01/31/20 60 FS PAW INGLOT,EtGF CF BU LD NG B 1268.3 1268.3 6 120.1 126.5 9.0 95 9 S LS D F=Fill;G Qt;Mee.= Roder Ca icn;S�--S"e N..;Pd.Carp.=FbativeCbTp@ ticn;MG MdstaeCortat;RT=F;ttest KEYTOTP.ST FS=TeA inRocessedS-tfw OGTest inagnel aaj-d;CF=Taa inOmpactedFill;B=Tet inBackfill;F-S::Test onFinshSkewe 1 EMARLS-S=(ASTM D1556)Sand Cone Tact;N-(ASTM D3938)Nadea CBue Test;W=Fdxk Caration Rwoe-tage LOR Geotechnical Group, Inc. Enclosure B-10 COMPACTION TEST SUMMARY PROJECT NO.: 33310.8 CONTRACTOR: AAA Paving TYPE OF PROJECT: Drive Lane & Parking Improvements PROJECT LOCATION: Mission Trail Apartments, Lake Elsinore CA CLIENT: Lake Elsinore CCR, LLC DATUM ELEVATION: Plans M ikano 2018 Date Test Test Test Location9evation of Thidaiess Density MC Rol. Farks or ° �p SINNa Test Test Type C(ft) F(ft) Dry Max C/o (°/4 Ratest ft 01/31/20 61 FS RVNNGLOT,SCUT-6 CFBJLDNGC 1267.0 1267.7 1267.7 6 126.6 130.0 7.4 97 19 S 62 FS RPWNGLOT,EAST CF1 JLL NGB 1268.3 1269.0 1269.0 6 124.9 130.0 6.5 96 19 S 02/11/20 63 FS PAR4NGLOT,NCRTHCFBULL iNGD 1267.2 1267.2 6 129.7 132.0 7.5 98 11 S 64 FS RAWNGLOT,NC�CFBJLDINGB 1269.2 1269.2 6 130.2 132.0 8.3 99 11 S 65 FS F1VNINGLOT,NCRTI-EASTCFBULDINGB 1268.1 1268.1 6 128.4 132.0 8.5 97 11 S 66 FS PAWINGSTAIS,NCRTHCFBULDNGB 1268.9 1268.9 6 126.6 132.0 7.3 96 11 S 02/12/20 67 FS RN:NGLOT,SQJTI-EP CFBULDNGA 1270.0 1270.0 6 131.3 132.0 9.0 99 11 S 68 FS PAWNGSTALLS,E STCFBJLLNGB 1268.5 1268.5 6 125.0 132.0 7.2 95 11 S 02/14/20 69 FS PAFNINGLOT,NJUH CF BJLDINGD 1266.5 1267.2 1267.2 6 123.8 130.0 7.1 95 19 N 70 FS WNNGLOT,NCRTHCFBJLDINGD 1267.4 1268.1 1268.1 6 123.8 130.0 7.4 95 19 N 71 FS RVNNGSTALLS,N37TH CF BUL D l\GB 1268.8 1269.6 1269.6 6 124.8 130.0 7.3 96 19 N 72 FS PAW NGSTALLS;NORTH CF BUL D NGB 1270.1 1270.8 1270.8 6 123.9 130.0 7.1 95 19 N 73 FS CRVE LADE,NJRTH CF BUL D NGB 1269.2 1269.9 1269.9 6 124.5 130.0 7.6 96 19 N 74 FS CR\E L \F,MffF 8a CF BU LL NGA 1270.0 1270.7 1270.7 6 124.9 130.0 7.0 96 19 N 75 FS RVNNGSTALLS,EASTCFBJLDNGC 1267.1 1267.8 1267.8 6 122.2 130.0 7.2 94 19 N,RT-76 76 FS Fir CF NQ 75 1267.1 1267.8 1267.8 6 123.8 130.0 7.3 95 19 N 02/14/20 77 FS BVTRENICECFFMISSICNTPA PA\E2S 1270.0 1270.7 1270.7 6 125.7 130.0 8.0 97 19 S 78 FS B4TRANCECFFMISSICN TPA L PAMTS 1270.1 1270.7 1270.7 6 126.1 130.0 7.0 97 19 S LS D F=Fill;GQrt;Mec.= RodcrCa icn;SN=S"eN..;Pd.Carp.=FbativeCWp@dicn;MGMdstaeCortat;RT=F;ttest IQVTOTP.ST FS--Test inRocescal9xFaa OGTest inagnel aaj-d;CF=Test inOmpactedFill;B=Teq inBadcfill;F-S::Test onFinshSkewe Imo-S=(ASTM D1556)Sand Cone Test;N=(ASTM D3938)Nadear Guy Test;W=Fdxk Caration Rwoe-tage LOR Geotechnical Group, Inc. Enclosure B-1 1 COMPACTION TEST SUMMARY PROJECT NO.: 33310.8 CONTRACTOR: AAA Paving TYPE OF PROJECT: Offsite Street Improvements PROJECT LOCATION: Mission Trail Apartments, Lake Elsinore CA CLIENT: Lake Elsinore CCR, LLC DATUM ELEVATION: Plans Mikami, 2018 Test Test Bevation of Thickness Density MC Rai. famrks Date No, Type Test location Test Test (°/� Carp SIN C(ft) F(ft) ft in � Max Na 02/26/20 1 1 FS M\/EL*E�MffHE4STCFBuLDNGD, BOITCM 1269.7 1269.7 6 133.7 137.0 5.5 98 2 S 2 FS MISSICNTPAI STATICNNQ 55+00,SCUTHBCIm 1268.4 1269.1 1269.1 6 125.5 130.0 7.0 97 19 S 3 FS MI SSI CN TRAI L,STATI CN NQ 53+00,SQJTH BaM 1270.4 1271.1 1271.1 6 124.7 130.0 6.5 96 19 S 4 FS RN:NNCi E8ST CF Bu LDN3D, BOTTCM 1268.0 1269.4 1269.4 6 124.9 130.0 7.2 96 19 S LBO F=Fill;G--CLt;Mac.= R-octorCorrpaction;SNkSaT0eNo.;Fb.0xT=FdetiveCbTpacticn;MGMdstLreCarntat;RT=Rtest KD(-TO-TBT: FS--Test in R-ooessed Rrfacg CG--Test in Oignal(wd;CF=Test in Compacted Fill;6=Test in Backfill;FES=Test cn Finish Rrface rEMARS-S--(ASTM D1556)end Qne Test;W(ASTM D6938)NadeE CaAgee Test;W=Fbck Ctrrection Fb-oertage LOR Geotechnical Group, Inc. Enclosure B-12 COMPACTION TEST SUMMARY PROJECT NO.: 33310.8 TYPE OF PROJECT: Asphalt Concrete Paving (Off Site) CONTRACTOR: AAA Paving CLIENT: Lake Elsinore CCR LLC LOCATION: 32585 Mission Trail Lake Elsinore CA Test Asphalt Density RBI. PaTwks Tt Date es Test Location Corr}. Sarrple No. I or NoL se Cou T(n) In Place Max (°/� st to oL 02/27/20 1 MISSICNTPAI STA11CNNO57+50,SaUTHBaM BC 3.5 145.0 149.6 97 20 2 MISSICNTPM STAIICNNC 56+50,SaJrH6QND BC 3.5 136.9 149.6 92 20 RT$ 3 MISSICNTPAI STA11CNNO55+25,SafTHBCL\D BC 3.5 143.7 149.6 96 20 4 MISSICN TPA STAIICN NO 54+25,SaJrH BOJ D BC 3.5 144.1 149.6 96 20 5 MISSICNTPAI STA11CNNO52+75,SaJTHBCLI\D BC 3.5 142.8 149.6 95 20 6 FOIST CF NO 2 BC 3.5 143.0 149.6 96 20 02/28/20 7 MISSICNTR4IL,STA11CNNO 57+40,SaJTHBaf\D FC 2.5 144.1 150.1 96 21 8 MISSICN TPA L STAIICNNC 55+90,SaJrHBQND FC 2.5 143.8 150.1 96 21 9 MISSICNTPAI STA11CNNO54+75,SafrHBCLI\D FC 2.5 143.6 150.1 96 21 10 MISSICN TPA L STAIICNNC53+50,SaJrHBOJD FC 2.5 142.9 150.1 95 21 11 MISSICNTPAI STA11CNNO53+50,SaUTHBCLI\D FC 2.5 143.2 150.1 95 21 12 MISSICN TPA L STAIICNNC52+50,SLJrHBOJD FC 2.5 144.0 150.1 96 21 L T=Thdme s; Mac.= HvffiV1Carpadicn; Fb.Curp= FbAiveCa>pactim KUTO FGFiris Oaj-x BC= Bas 0muse FEMAR&N= UdeffGa-geTest; RT= Retest; LOR Geotechnical Group, Inc. Enclosure B-13 APPENDIX C Special Inspection Daily Field Reports LOR GEOTECHNICAL GROUP,INC. LORGEOTECHNICAL GROUP, INC. Soil Engineering • Geology• Environmental 6121 Quail Valley Court, Riverside, California 92507 (951)653-1760/fax: (951)653-1741 DAILY FIELD REPORT Page 1 of 1 Date:06/04/2019 Project No.:33310.8 Client:Lake Elsinore CCR LLC Contractor:Comstock homes Project:Mission Trails Apartments Equipment: Time of Arrival: 1030am Time of Departure: 1 pm Weather Conditions:clear Report: I have arrived to the site as requested for post installed anchor inspection for missed/damaged anchor bolts in buildings A & B. I have observed the installation of(40) 5/8" x 10 all threads in 3/4" x 7" holes in the slab on grade in building A. In building B I have observed the installation of(51) 5/8" x 10" all threads at the 2x sill plate and (6) 5/8" x 12" all threads at the 3x sill plates into 3/4" x 7" holes in the slab on grade. The anchors have been installed per detail 19 of SN-3 and ESR2508 with Simpson set XP lot# 1000016825 expiration date 07/21/2020. Note: Prior to my arrival (48) 5/8" all thread rods have been installed in the 2x sill plates, (4) 5/8" all tread rods have been installed at the 3x sill plates in building D, (63) 5/8" all thread rods have been installed at the 2x sill plates and (4) all thread rods have been installed in the 3x sill plates in building C. Special Conditions: LOR Representative: Copy Received by: LORGEOTECHNICAL GROUP, INC. Soil Engineering • Geology • Environmental 6121 Quail Valley Court, Riverside, California 92507 (951)653-1760/fax: (951) 653-1741 DAILY FIELD REPORT Page 1 of 1 Date: April 30, 2019 Project No.: 33310.8 Client: Lake Elsinore CCR LLC Contractor: Comstock Homes Project: Mission Trail Apartments Equipment: Stressing gauge& ram Time of Arrival: 7:00am 7FTi7me of Departure: 11:00am Weather Conditions: Cloudy 64 degrees Report: ( Building A,B & E ) Observed post tensioning of 1/2"DIA. tendons at foundation of buildings A,B &E. All tensioning performed by Suncoast Post Tension using gauge I.D.#406 w/max gauge pressure of 5300 psi, calibrated on 12-19-18. Verified all tendon actual elongations met calculated elongations or are within specified seven percent plus/minus tolerances for post tensioning. All stressing procedures were verified and all tendon elongations were measured and recorded. ( Reference: SN-1, S1.1A, S1.1B, S2.1A, S2.1B, S4.1, PT1 ) Building A 32585 Mission Trail Lake Elsinore, CA. 92530 Permit# BLDG-2017-03307 Building B 32585 Mission Trail Lake Elsinore, CA. 92530 Permit#BLDG-2017-03308 Building E ( Maintenance Garage) 32585 Mission Trail Lake Elsinore, CA. 92530 Permit#BLDG-2017-03782 Special Conditions: None LOR Representative: Leonard Perez #5307198 ICC Copy Received by: STRESSING RECQRD DATE April 30,2019 JOB NO, 33310.8 J_C � Geotechnical Group,inc, 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA. TRACT NO, CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Post Tension PHASE NO, I ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY ✓ DECK S21A i4Q(_ Iz-fq-17 LOT NO, BLDG, PLAN TYPE S2.1 B PERMIT NO. BLDG-2017-03308 GAUGE NO, 4 4 4 3 CALIBRATION DATE jb� MARK/ GAUGE _ELONG. CHECK LIFT MARK/ GAUGE ELONG. CHECK LIFT COLOR READING ACT. CALC OFF COLOR READING ACT. CALC OFF 1 544 Cie 530 53C)o 41, 4 It 4 26 GH ' 01' A 2, 4" 27, 4 Yv, 3 4 28 4y? - 4 4 29 ILf FA 6 4 V? 30 6 Li Vu. 311 L? 71 4 Yv 32 43'-c 3 81 4 33 91 4 34 3 411 10 Ov. 35 31/4-1 11 4 '- 36 12 4­ 37 131 4 If 1 38 141 Z2 t-C44 39 15 40 16 W 41 H V? 17 54' C" 42 is 43 19 20 4 Ytt. 451 21 4 1/v 461 22 1 1 4 47 23 4 48 24 41/v- 49 25 L 4 T 601 INSPECTOR Leonard Perez LICENSE NO. 5307198 STRESSING BY—Suncoast Post Tension ENGINEER CONTACTED YES_V NO OK TO CUT TENDONS -yes PAGE I OF—4 STRESSING RECORD DATE April 30, 2019 JOB NO, 33310.8 ,'� Geotechnical Group,inc, 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA. TRACT NO. CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Past Tension PHASE NO, 1 ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY DECK S2.1A 4cL IZ-147-11? LOT NO. BLDG.B PLAN TYPE_S2.1 B PERMIT NO. BLDG-2017-03308 GAUGE NO. 4"a CALIBRATION DATE MARK I GAUGE ELONG. CHECK LIFT MARK/ GAUGE ELONG. CHECK LIFT COLOR READING ACT. CALC OFF COLOR READING ACT. CALC OFF I ("1 57300 3 ' y 1, 3 '/4 26 54'-10" 53CO '4 4 2 !17-" 27 4 3 411 28 14 Y1 4 3,Y2-14 29 L+1/y, 5 30 L4 6 31 4"xe 7 Ll 32 8 Log - 331 1 91 4 v? 34 10 4 'A 36 4 11 Lf 36 4Vv 12 4 Vv 37 4-' '9"I 13 444 38 41% 11 141 1 1 4 A,- 1 39 W, T 161 1 1 4 40 1 40 43'-C" .3 jai « 3' 4 Is I I H 41 3 Yx" 17 (A 42 3 Y4 18 43 3 19, 4 '/Z J , 1 44 3144 20 411 45 3(14" 21 2-2!-0 50 48 3 '/v I , 22 f/t 47 3114 23 f 13/4%1 1 48 5 4-0" Li I/e 24 4 49 -26 _54 tki \V 60 LA INSPECTOR Leonard Perez LICENSE NO. 5307198 STRESSING BY Suncoast Post Tension ENGINEER CONTACTED YES ✓ NO OK TO CUT TENDONS-yes PAGE OF 4 STRESSING RECORD DATE April 30, 2019 JOB NO. 33310,8 j-,Oq Geotechnical Group,Inc. 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA. TRACT NO. CONTRACTOR Comstock Homes SWBCONTRACTOR Sunooast Post Tension PHASE NO. I ENGINEER Gouv s Engineering SINGLE FAMILY MULTI-FAMILY DECK S2.1A 4c&I I z- I LOT NO, BLDG.B PLAN TYPE S2.1 B PERMIT NO. BLDG-2017-0330 GAUGE NO. **" CALIBRATION DATE 2m*34Q MARK GAUGE _ELONG. CHECK LIFT MARK GAUGE ELONG. CHECK LIFT COLOR READING ACT. CALC OFF COLOR READING ACT. CALL OFF 2 ;/,e'- ti C -7 -, 1 26 904 C C 2 25/2" 27 7 3 Sh- 28 4 Y2 1/v 29 -7 6 30 6 3 1/2 31 it 7 32 8 33 91 34 7101 10 36 T, 11 3 1/1 it 712 36 37 -7 V 131 38 3C-C" 2-'5*1?ar 141 39 1 A 151 40 V 16 *3 41 3C. C 2.5h,' 17 '3 42 2-sh.. I 18 ?-->/?" zVE 431 L;Ittl W 19 s1t,I. I�Z'-I 44 3 Y7, 20 1 3-S _c" 45 3 Vitt 211 46 221 2. t,t. 2 sh'if 47 23 3(o'-1U 48 -01, 1 24 90" 49 INSPECTOR Leonard Perez LICENSE NO. 5307198 STRESSING BY—Suncoast Post Tension ENGINEER CONTACTED YES NO OK TO CUT TENDONS-yes PAGE OF STRESSING RECORD DATE Apri130, 2019 JOB No. 33310.8 ":, Geotechnical Group,lnc. 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA. TRACT NO. CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Post Tension PHASE NO. 1 ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY ✓ DECK S21A 4C C 12-1`7-f F LOT NO. BLDGZ PLAN TYPE S2.1 B PERMIT NO. BLDG-2017-03308 GAUGE NO. *14t CALIBRATION DATE ltd3x" MARK/ GAUGE _ELONG. CHECK LIFT MARK/ GAUGE ELONG. CHECK LIFT COLOR READING ACT.CALC OFF I COLOR READING ACT. CALC OFF I lqfz'-C" S306 5 Y4 to 6 '/E" 53 01 0- 261 1 2 1 Sy?" 5300 27 3 S '/?" 5300 28 4 15 VE" S100, 29 5 151/*o- 5300 30 6 Is,/v 5 lfO 311 7 15AII 530LI 321 8 530,0 33 9 34 10 151Y e 36 11 1 S 'Ar. q3 0 0, 36 12 1 15'/14 11 1 53 C) 371 1 13 115!/1/9 40 4 v 1 , 53 C() 38 3 116 14 15 0/ 53 0 39(3 40 161 1 411 17 to 42 Is ItI 43 19 1/z 44 20 V? to 45 21 \V 3 1/7. 46 221367t-C" 47 23 S5 48, 24 49 s 26 o INSPECTOR Leonard Perez LICENSE NO. 5307198 STRESSING BY Surcoast Post Tension ENGINEER CONTACTED YES ✓ NO OK TO CUT TENDONS Yes PAGE 4 OF—4 STRESSING RECORDDATE Apri130, 2019 JOB No. 33310.8 LOR Geotechnical Group,inc. 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA. TRACT NO. CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Post Tension PHASE NO. 1 ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY DECK 2-19-1Z LOT NO. BLDG.E PLAN TYPE S,4•I PERMIT NO. BLOG-2017.03782 GAUGE NO. 411" CALIBRATION DATE _2� MARK/ GAUGE ELONG.CHECK LIFT MARK/ GAUGE ELONG. CHE K LIFT COLOR READING ACT. CALC OFF COLOR READING ACT. CALC OFF 1 2.2'-(3' 5300 S/T 26 42, 0 53 CC 3 fol ?) Y�­ 2 27 3 to 3 28 ?, ;/Ig it 4 29 31, 6 30 V 6 31 71 1 32 81 33 9 34 10 361 11 36 121 1 37 13 Sly1 38 141 1 39 401 16 41 17 42 4 18 3 19 4z'- 44 20 46 21 VE" 46 221 3 47 23 .3/-?to 48 24 AQ 25 1 Sol I I INSPECTOR Leonard Perez LICENSE NO. 5307198 STRESSING BY Suncoast Post Tension ENGINEER CONTACTED YES v' NO OK TO CUT TENDONS Yes PAGE i I OF STRESSING RECORD DATE April 30, 2019 JOB NO, 33310.8 _0-: Geotechnical Group.Inc. 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA, TRACT NO. CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Post Tension PHASE NO, 1 ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY ✓ DECK S1.1A 4cL LOT NO. BLDG-A PLAN TYPE S1.113 PERMIT NO. BLDG-2017-03307 GAUGE NO. ttl* CAL113RATION DATE IMARK/ GAUGE ELONG. CHECK LIFT MARK/ GAUGE ELONG. CHECK LIFT COLOR READING ACT. CALC OFF COLOR READING ACT. CALC OFF 3 /4,1 i/14 26 �L4 -elf 5300 41/v) qvg " 2 Ve it 1 27, Lf U 3, :2 1/410 28 44, 41 1 14 to 1 29 51 114' T 30 6 0 31 1/411 L4 I/Fis IS41 7 Th" 32 8 Lf V21, 33 9 4 341 1 1 H 10 (41/41- 35 L4 11 1/1 ki 3611 L4 12 (4 Yg" 37 41' 13 it 1 38 P 14 4 1 It 11 139 41/4"._\jI is Lf /41# 40 431-v 16 Lq"/4 41 17 Li YVI 42 18 411 43 3 11/v 191 44 3 l4 20 W/Vt 46 3 I/Li 21 '221-0" 46 3/v 22 112_" 47 23 -5/v 41; 54 4 (/gti 24 54 4 -1 4 tj 49 yv 1 26 154 W/z I so '4,YZ ' __)v INSPECTOR Leonard Perez LICENSE NO. 5307198 STRESSING BY Suncoast Post Tension ENGINEER CONTACTED YES V NO OK TO CUT TENDONS Yes PAGE OF STRESSING RECORD DATE April 30, 2019 JOB NO, 33310.8 Geotechnical Group,inc. 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA, TRACT NO. CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Post Tension PHASE NO. 1 ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY ✓ DECK S1.1A L+66 /Z-I?- let LOT NO, BLDG.A PLAN TYPE S1.1 B PERMIT No, BLOG-2017-03307 GAUGE NO. P CALIBRATION DATE 24*49, MARK/ GAUGE ELONG. CHECK LIFT MARK/ GAUGE ELONG. CHECK LIFT COLOR READING ACT. CALC OFF COLOR READING ACT. CALC OFF 1 S5'_0" 5300 2 Sh -2 26 qC-C" S300 7 s. 2, 1 1 ES-12—t 1 27 1 31 \V 2—-;/g" 28 —7 v —7 41 4(.1—c[I �112,41 3' Uj 5 412, 291111111 7 -7 'V 14 30 —7 —7 6 V4 31 c 7 1/4% 32 —7 8 1/4t1 33 9 Y?- 34 4/Z li 35 11 361 1 12 �37 13 38 14 YZ 1t 39 16 3 Vii%4 40 7 5/2 11 16 3!/4- 41 ?_50 ,17 1 42 18 ?" le, VEt , I z-! " 43 19 44 3 31/2 20 +V I 2,5/e 46 21 2 51 46 22 3(Z—Cis 2—'54 2-5/9- 47 23 -3t:i'—C I' 2,5A 2 5/e 48 24 C(ID -C *7 49 I 26t 1 "7 1 60 INSPECTOR Leonard Perez LICENSE No. 5307198 STRESSING BY Suncoast Post Tension 2_ ENGINEERCONTACTED YES ✓ NO OK TO CUT TENDONS Yes PAGE ,It OF -STRESSING RECORD DATE April 30, 2019 JOB NO, 33310.8 -CR Geotechnical Group3ric. 6121 Quail Valley Court Riverside,CA, 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA. TRACT NO. CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Post Tension PHASE NO. 1 ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY ✓ DECK S1.1A 4c16 12--f q -1 LOT NO. BLDG.A PLAN TYPE,S1.1 B PERMIT NO, BLDG-2017-03307 GAUGE NO. 4W CALIBRATION DATE " MARK GAUGE ELONG.CHECK LIFT MARK GAUGE ELONG. CHECK LIFT COLOR READING ACT. CALC OFF COLOR READING ACT. CALC OFF 1 5304 Lf Y411 '4 Vvf 26 54'011 r3300 q,/? it f V 2. L+IF 27 10if 1 31 If'A 28 Ll of 1 4 29 4 Vk 5 30 6 4 31 71 32 4 -7 VL4 31/4" 8 1+ 33 3%4 9 01 34 -3,y2,l 10 L4 `p 35 3 11 Li 16 t36 12 H IA 37 13 41 . 381 14 1:-/?- 39 is a 5/7-- 40 16 NV t. 1 41 17 54t&-0 Li 42 to 431 191 1 YE 44 20 4 1/1 to 45 21 4 VE 13 46 22 4�fj# 47 23 If 1/4kt 48 24 4*1 49 25 14 to AT 50 — INSPECTOR Leonard Perez LICENSE No. 5307198 STRESSING BY Suncoast Post Tension ENGINEER CONTACTED YES NO OF 4 OK TO CUT TENDONS Yes PAGE STRESSING RECORD DATE April 30, 2019 JOB NO. 33310.8 Geotechnical Group,Inc, 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA. TRACT NO. CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Post Tension PHASE NO. 1 ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY ✓ DECK SIAA 4cC- fz_f2_19 LOT NO. BLDG,A PLAN TYPE.S1.1 B PERMIT NO. SLOG-2017-03307 GAUGE NO. CALIBRATION DATE 443=4# MARK/ GAUGE _ELONG. CHECK LIFT MARK/ GAUGE ELONG. CHECK LIFT COLOR READING ACT. CALC OFF I COLOR READING ACT. CALC OFF 1 9 W' t 1; "A S'300 26 2 15/41, 1 5))C 0 27 3 15 Y4' S3 C 0 281 4 15 y7of 534c 29 6 t 3/Z 0. 5,30C 30 6 , 15 Y411 53 00 31 71 S C"C) 321 8 530� 331 9 yv -r,3 00 34 lo Y4 tf S�D 35 11 15'f4t, 53 36 12 (51/210 37 13 51 4" A , 7_�25 38 14 39 is 3 Vz' 40 16 41 17 1/2 421 18 43 19 44 20, lyzif 45 211 V, *3 !/4 F: 46 22 25A 2-5/?- 47 23 48 24 491 25 601 INSPECTOR Leonard Perez LICENSE NO. 5307198 STRESSING BY Suncoast Post Tension ENGINEER CONTACTED YES V NO. OK TO CUT TENDONS Yes PAGE u OF LORGEOTECHNICAL GROUP, INC. Soil Engineering • Geology• Environmental 6121 Quail Valley Court, Riverside, California 92507 (951)653-1760/fax: (951)653-1741 DAILY FIELD REPORT Page 1 of 1 Date: April 18,2019 Project No.: 33310.8 Client: Lake Elsinore CCR LLC Contractor: Comstock Homes Project: Mission Trail Apartments Equipment: Stressing gauge&ram Time of Arrival: 7:00am Time of Departure: 12:30pm Weather Conditions: Clear 82 degrees Report: ( Building C & D ) Observed post tensioning of 1/2"DIA.tendons at foundation of buildings C & D. All tensioning performed by Suncoast Post Tension using gauge I.D.#1113 w/max gauge pressure of 5400 psi,calibrated on 2-13-19. Verified all tendon actual elongations met calculated elongations or are within specified seven percent plus/minus tolerances for post tensioning. All stressing procedures were verified and all tendon elongations were measured and recorded. ( Reference: SN-1, S2.1A, S2.1B, S3.1A,S3.1B, PT1 ) Building C 32585 Mission Trail Lake Elsinore, CA. 92530 Permit#BLDG-2017-03310 Building D 32585 Mission Trail Lake Elsinore, CA.92530 Permit#BLDG-2017-03304 Special Conditions: None LOR Representative: Leonard Perez #5307198 ICC Copy Received by: STRESSING RECORD DATE April 18, 2019 JOB NO. 33310.8 LOR, Geotechnical Group,inc. 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA. TRACT NO. CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Post Tension PHASE NO. 1 ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY ✓ DECK S3.1A LOT NO. BLDG.D PLAN TYPE S3.1 B PERMIT NO. BLDG-2017-03304 GAUGE NO. 1113 CALIBRATION DATE 2-13-19 MARK/ GAUGE ELONG- CHECK LIFT MARK/ GAUGE ELONG. CHECK LIFT COLOR READING ACT. CALC OFF COLOR READING ACT. CALC OFF 1 43=C>'� �yo 3,/4" 311411 26 S4 oi• 5l}C(l y'1 . '/8i, 2 3'/a" 27 y 111%, 3 �'/2" 28 4" 4 jy„ 29 Li" 5 3 f 2!' 30 y I/ „ 6 �y�-Ors 1/8,, f ,. 31 Li v 8 Ll}" 33 9 �'�$`' 34 '/4+, tt 11 y �Ito 36 L}3'-Q�' ��4%' Ityl 12 Y/4" 37 3'/4" 13 Or 381 11ty, 14 4'f4" 39 31/4 u 16 H'/4" 40 V/4 16 4 u 41 *'14„ 17 '(r, 42 Vy, 18 4`' 43 31/41 20 L4 y/4 v 45 21 2_2-U4 51? I S i„ 46 H „ 22 22-Q�, s j�,. 47 4 v 23 22`0„ 48 24 54+'0" 49 L4'/ „ 26 5L}�Q�� /$,, �1 ,, so y j, INSPECTOR Leonard Perez LICENSE NO. 5307198 STRESSING BY Suncoast Post Tension ENGINEER CONTACTED YES ✓ NO OK TO CUT TENDONS Yes PAGE _,_.I OF STRESSING RECORD DATE April 18, 2019 JOB NO. 33310.8 LOR Geotechnical Group,inc. 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA. TRACT NO. CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Post Tension PHASE NO. 1 ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY ✓ DECK S3.1A LOT NO. BLDG.D PLAN TYPE S3.1 B PERMIT NO. BLDG-2017-03304 GAUGE NO. 1113 CALIBRATION DATE 2-13-19 MARK/ GAUGE ELONG.CHECK LIFT MARK/ GAUGE ELONG. CHECK LIFT COLOR READING ACT. CALC OFF COLOR READING ACT. CALC OFF S400 4" 4'/ i, 26 541 0" S4od 4 '/4 4'/ 2 471 27 4,(?.' 3 4 'i 28 LA14i, 4 4 I( u 29 416 5 LA Itp 30 y 1 fl i, 6 ij'8`' 31 4'/$'� 7 4'/?" 32 81 1 y If 33 9 411,1' 1 34 10 2Z Ci�z g($" t 541 35 36 12 2 Z'-Q" ' ����� S� ti 37 13 54 0(% Li to '� '' 38 141 4'N'. 1 39 15 'i%' 40 16 4 i 1i 41 17 4 Y''4" 42 18 y 'f4`4 43 19 4 i(V' 44 20 4' 45 21 4 it 46 221 4 Vitt 1 47 23 414 48 24 4 �f 8`' 49 25 4 lh" I S0 INSPECTOR Leonard Perez LICENSE N0. 5307198 STRESSING BY Suncoast Post Tension ENGINEER CONTACTED YES NO OK TO CUT TENDONS Yes PAGE_ OF 4 STRESSING RECORD DATE April 18, 2019 JOB NO. 33310.8 LOR Geotechnical Group,lnc. 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA. TRACT NO. CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Post Tension PHASE NO. 1 ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY ✓ DECK S3.1A LOT NO. BLDG.D PLAN TYPE S3.1B PERMIT NO. BLDG•2017-03304 GAUGE NO. 1113 CALIBRATION DATE 2-13-19 MARK/ GAUGE ELONG.CHECK LIFT MARK/ GAUGE ELONG. CHECK LIFT COLOR READING ACT. CALC OFF COLOR READING ACT. CALC OFF Sq o o 2 I B`` 2 / 26 ©�4," 5 0� (o'(%`' (01/8 ,, 2 �1$" 27 �f ti� 3 It" 28 (Q It'?� 4 �0`'0" Ve `/2" 29 (o'14'� 5 3'/2u 1 30 Gtfit, 6 it/Z" 31 ` itto1r8`' r. 7 31 f2�, 32 (pf/y`► 8 3if/2" 33 (©th 9 3 Yv. 34 1111 3 /Z'' 35 �(4'' 12 3S�$ 37 L'/4 13 3'/r- 38 �5�0" -'Z%" 14 WZ" 39 2-V74% 15 3 Y2" 40 Z..S(8 11 16 33 �`' 41 '- �� 31h 31/2 $7 V2P 42 ilZ" 18 35�- 2-ft �u'� '' 43 19 2.I-A 44 20 45 21 35 f'0'% " 2-'��'' 46 22 � 47 3'lZ 23 'ZB" 48 24 ����" (o 114" 'j 49 261 C`" (�Y4'' 'Al 50 l�(�-0" 14 INSPECTOR Leonard Perez LICENSE NO. 5307198 STRESSING BY Suncoast Post Tension ENGINEER CONTACTED YES NO OK TO CUT TENDONS Yes PAGE OF STRESSING RECORD DATE April 18, 2019 JOB NO. 33310.8 LOR Geotechnical Group,lnc. 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA. TRACT NO. CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Post Tension PHASE NO. 1 ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY ✓ DECK S3.1A LOT NO. BLDG.D PLAN TYPE S3.1B PERMIT NO. SLDG-2017-03304 GAUGE NO. 1113 CALIBRATION DATE 2-13-19 MARK/ GAUGE ELONG.CHECK LIFT MARK/ GAUGE ELONG. CHECK LIFT COLOR READING ACT. CALC OFF COLOR READING ACT. CALC OFF 5400 14'4'k 3/ 54Cc 26 2 t 41/2" 5410 0 27 3 14-1 S4ao 28 41 14 W' S40 b 29 6 14 Yza' --54 t10 30 6 14 'lv, SIAM 31 7 1431V 5400 32 8 �{3'�g`' S400 33 9 ��z�� 5 4 0 t3 34 10 15400 35 11 4YLip 5400 36 12 1416 p4 37 13 143/1. 54 W 38 14 ` �_ ` 11.2°� 3�z�� 39 15 3 Y2.'' 40 16 3 t/,Z`' 41 17 �(Zw 42 18 3 2" 43 19 20 3 t/v 45 21 3'/z�' 46 22 �Z" 47 �23 3 48 24 49 25 I I 1 50 INSPECTOR Leonard Perez LICENSE NO. 5307198 STRESSING BY Suncoast Post Tension ENGINEER CONTACTED YES ✓ NO OK TO CUT TENDONS Yes PAGE OF STRESSING RECORD DATE April 18, 2019 JOB NO. 33310.8 LOR Geotechnical Group,lnc. 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA. TRACT NO. CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Post Tension PHASE NO. 1 ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY ✓ DECK S2.1A LOT NO. BLDG.C PLAN TYPE S2.1B PERMIT NO. BLDG-2017-03310 GAUGE NO. 1113 CALIBRATION DATE 2-13-19 MARK/ GAUGE ELONG.CHECK LIFT MARK/ GAUGE ELONG. CHECK LIFT COLOR READING ACT. CALC OFF COLOR READING ACT. CALC OFF y'/RV 4,/ v 26 54'-(3" S40C WN- 1 1/ 2 4" 1 27 1 1 WA" 3 4 Ih" 1 281 1 1 y In" 4 t/ '' 291 4 v?" 5 4 1 !, 30 6 0/4" \31 y'A a 7 W/v 1 32 LI3`- '� 3%-' 8 4 33 VA 9 4 34 10 35 SA'. 11 �l S6 12 4 " 37 13 4 V 38 14 22!-C" 5 ,. 5 39 15 1 Sig„ 40 16 1314" W 41 17 - r' 4 42 18 " 43 19 �� 44 20 y " 45 21 1 ` 46 22 Lf,&f 47 23 444 48 24 y IA 49 25 4 1/1 ± I I SO INSPECTOR Leonard Perez LICENSE NO. 5307198 STRESSING BY Suncoast Post Tension ENGINEER CONTACTED YES ✓ NO OK TO CUT TENDONS Yes PAGE 1 OF�_ STRESSING RECORD DATE April 18, 2019 JOB NO. 33310.8 LOP Geotechnical Group,lnc. 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA. TRACT NO. CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Post Tension PHASE NO. 1 ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY ✓ DECK S2.1A LOT NO. BLDG C PLAN TYPE S2.1 B PERMIT NO. BLDG-2017-03310 GAUGE NO. 1113 CALIBRATION DATE 2-13-19 MARK/ GAUGE ELONG. CHECK LIFT MARK/ GAUGE ELONG. CHECK LIFT COLOR READING ACT. CALC OFF COLOR READING ACT. CALC OFF 1 43'-0" 94 oa 3%7-1, 3i��i'' 26 t�'"Q�, 5400 H'/%" t , 2 3 `ly" 27 W/4 0 4 3'/2„ 29 4 5 30 7 �1'/8`' 32 Ll 8 41/$'' 33 4 '1 " 9 `/B`' 34 H " 10 �/ " 35 36 L4 121 4`8" 37 "1 13 L4 " 38 L4 'A' 14 T$ 39 Ll . 15 4 I/g t' 40 i " 3'/a'r 31/ tr 16111 41/4„ 41 3'r? 17 41/211 42 18 4'f4,t 43 3 '/z,r 19 y'/$" 44 3 20 H 'A' 45 31/2 21 ZZL ice" j3 ' '� " 46 3'/4 22 '��$„ ,47 3'/4„ 23 t i'` 48 5 '-01f LA V'8,. / ,, 25 54, Lf 1/2t. 50 Li 1� ,r INSPECTOR Leonard Perez LICENSE NO. 5307198 STRESSING BY Suncoast Post Tension 2 4 ENGINEER CONTACTED YES ✓ NO OK TO CUT TENDONS Yes PAGE 4- OF STRESSING RECORD DATE April 18, 2019 JOB NO. 33310.8 LOR Geotechnical Group,lnc. 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA. TRACT NO, CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Post Tension PHASE NO. 1 ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY ✓ DECK S2.1A LOT NO. BLDG.C PLAN TYPE S2.1 B PERMIT NO. BLDG-2017-03310 GAUGE NO. 1113 CALIBRATION DATE 2-13-19 MARK/ GAUGE ELONG. CHECK LIFT MARK/ GAUGE ELONG. CHECK LIFT COLOR READING ACT.CALC OFF COLOR READING ACT. CALC OFF 1 35'- 9400 2-Sta Z. 26 '-0" 5400 I"Ail. -7 , 2 V;/? 1 27 7 h" 3 1 Z.sf$" 28 ?t 4 i Q-Va 3 tl2'r lZ" 29 -� 44 5 1 �/z 30 " (� -7 Ir 6 +�Z'' 31 —IO -0t' —7 to �r 71 32 T/v 81 3 1/z" 88 '/' 9 3'/Z" 34 ?'/1" 10 3 35 `7 Vz ii 11 3`I2" �f Z" 36 '7 '/,a , 12 3 12" 37 13 3 5/ ,� 38 i�- " ash- 2Sh" 14 3'�i" 39 KK15 40 16 3 �2'� 41 '_0�� 17 3`I2" 42 18 35�C3�' 25A "' 43 Z5�8 19 2sjg" ►-0 20 2 t5/19 T 45 31z,+� 21 3 �� 2-sh', Z '? 46 3tjZ, 22 W—0 t 2'S"t I' 2 5/9 If 47 23 3 0" Z jam'' 25/8`' 48 24 _q 0'-0 it H -7 V-z 49 V7, 25 0�-C}" ` '` 50 3 1/2- INSPECTOR Leonard Perez LICENSE NO. 5307198 STRESSING BY Suncoast Post Tension 3 4 ENGINEER CONTACTED YES NO OK TO CUT TENDONS Yes PAGE OF 1. STRESSING RECORD DATE April 18, 2019 JOB NO. 33310.8 ,C,'- Geotechnical Group,inc. 6121 Quail Valley Court Riverside,CA. 92507 JOB NAME Mission Trail Apartments CITY Lake Elsinore, CA, TRACT NO. CONTRACTOR Comstock Homes SUBCONTRACTOR Suncoast Post Tension PHASE NO. 1 ENGINEER Gouvis Engineering SINGLE FAMILY MULTI-FAMILY ✓ DECK S2.1 A LOT NO. BLDG.C PLAN TYPE S2.113 PERMIT NO. BLDG-2017-03310 GAUGE NO. 1113 CALIBRATION DATE 2-13-19 MARK/ GAUGE ELONG. CHECK LIFT MARK/ GAUGE ELONG. CHECK LIFT COLOR READING ACT. CALC OFF COLOR READING ACT. CALC OFF 1 t`-Lf 54 00 5400 26 2 S�/2' S40t 27 3 5 540p 28 4 S I z�� LAW 29 5 51 4" SL{00 30 6 15 Ile 5400 31 7 15'l4" S400 32 8 1 51/ t' St{40 33 9 `514" SLIQ0 34 10 51/4" 5400 36 11 W/2" 5400 36 12 15"/2" 5400 37 13 1 51(v j 54u 38 14 1 S I/4" 5400 39 16 '_��� 3'/2." 3/2' 40 16 3��z�� 41 17 3 z # 42 18 sf8" 43 19 3 Vz.., 44 20 3'/v 46 21 31/2,a1 46 22 3S t f Stg„ Z S ��� 47 23 35 i��r Z�lB" 25� " 48 24 49 26 50 INSPECTOR Leonard Perez LICENSE NO. 5307198 STRESSING BY Suncoast Post Tension ENGINEER CONTACTED YES ✓ NO OK TO CUT TENDONS Yes PAGE OF LORGEOTECHNICAL GROUP, INC. Soil Engineering • Geology• Environmental 6121 Quail Valley Court, Riverside, California 92507 (951)653-1760/fax: (951)653-1741 DAILY FIELD REPORT Page 1 of 1 Date: April 17,2019 Project No.: 33310.8 Client: Lake Elsinore CCR LLC Contractor: Comstock Homes Project: Mission Trail Apartments Equipment: Time of Arrival: 7:00am Time of Departure: 1:00pm Weather Conditions: Clear 75 degrees Report:( Building A) Observed placement and consolidation of concrete 340.00 cubic yards supplied by Cemex using product code 1418367, ( 4500 psi ) at 28 days.All concrete placed by pump at foundation footings and post tension slab on grade of building A(Areas A& B ). Verified reinforcing steel and post tension tendon clearances were maintained during placement and all concrete was properly consolidated throughout at foundation areas noted. Certified ACI technician onsite performed field sampling and testing for concrete placement noted. ( Reference: S1.1A, S1.1B ) Building A Address: 32585 Mission Trail Lake Elsinore, CA.92530 Permit# BLDG-2017-03307 Special Conditions: None LOR Representative: Leonard Perez #5307198 [CC Copy Received b . LORGEOTECHNICAL GROUP, INC. Soil Engineering • Geology • Environmental 6121 Quail Valley Court, Riverside, California 92507 (951)653-1760/fax: (951) 653-1741 DAILY FIELD REPORT Page 1 of 1 Date: April 16,2019 Project No.: 33310.8 Client: Lake Elsinore CCR LLC Contractor: Comstock Homes Project: Mission Trails Apartments Equipment: Time of Arrival: 7:00am Time of Departure: 9:00am Weather Conditions:Cloudy 68 degrees Report: ( Building A) Performed pre foundation inspection for building A. Verified placement of reinforcing steel,post tension tendon assemblies,holdowns and anchor bolts as compliant with approved plans and details noted. ( Reference: S1.1A, S1.113, SN-1, PT1, 1/PT1,2/PT1, 15/PT1, 5/PT1 ) Items listed were verified as follows: Reinforcing steel and added steel at holdowns: Grade,size,lap,clearance,cover and position. Post tension tendon assemblies: Grade,size,quantity,spacing,clearance and profile. Holdown anchors:Size,Iength,location,em bed ment and clearance. Anchor bolts: Size,length,spacing,position,embedment and clearance. All perimeter footings and slab areas were verified as clean and free of debris. Building A Address: 32585 Mission Trail Lake Elsinore, CA. 92530 Permit#BLDG-2017-03307 Special Conditions: Note: RFI#17 for pop out area pot shelf footing at 2 places as per revised 5/PT1. LOR Representative: Leonard Perez #5307198 ICC Copy Received by: l LORGEOTECHNICAL GROUP, INC. Soil Engineering • Geology• Environmental 6121 Quail Valley Court, Riverside, California 92507 (951) 653-1760/fax: (951) 653-1741 DAILY FIELD REPORT Page 1 of 1 Date: April 12, 2019 Project No.: 33310.8 Client: Lake Elsinore CCR LLC Contractor: Comstock Homes Project: Mission Trails Apartments Equipment: Time of Arrival: 7:00am Time of Departure: 12:00pm Weather Conditions: Clear 71 degrees Report: ( Building E ) Maintenance Garage Observed placement and consolidation of concrete 40.00 cubic yards supplied by Cemex using product code 1418367, ( 4500 psi ) at 28 days.All concrete placed by pump at foundation footings and post tension slab on grade of building E. Verified reinforcing steel and post tension tendon clearances were maintained during placement and all concrete was properly consolidated throughout at foundation areas noted. Certified ACI technician onsite performed field sampling and testing for concrete placement noted. ( Reference: SN-1, S4.1 ) Building E Address: 32585 Mission Trail Lake Elsinore, CA. 92530 Permit#BLDG-2017-03782 Special Conditions: None LOR Representative: Leonard Perez #5307198 ICC Copy Received b . LORGEOTECHNICAL GROUP, INC. Soil Engineering • Geology• Environmental 6121 Quail Valley Court, Riverside, California 92507 (951)653-1760/fax: (951)653-1741 DAILY FIELD REPORT Page 1 of 1 Date: April 11, 2019 Project No.: 33310.8 Client: Lake Elsinore CCR LLC Contractor: Comstock Homes Project: Mission Trails Apartments Equipment: [Time of Arrival: 7:00am Time of Departure: 9:00am Weather Conditions:Clear 72 degrees Report: ( Building E ) Performed pre foundation inspection for building E ( Maintenance Garage) Verified placement of reinforcing steel,post tension tendon assemblies,holdowns and anchor bolts as compliant with approved plans and details noted. ( Reference: S4.1, SN-1, PT1, 3/PT1,4/PT1, ) Items listed were verified as follows: Reinforcing steel and added steel at holdowns: Grade,size,lap,clearance,cover and position. Post tension tendon assemblies: Grade,size,quantity,spacing,clearance and profile. Holdown anchors/straps:Size,length,location,embedment and clearance. Anchor bolts: Size,length,s pacing,position,embedment and clearance. All perimeter footings and slab areas were verified as clean and free of debris Building E Address: 32585 Mission Trail Lake Elsinore, CA. 92530 Permit#BLDG-2017-03782 Special Conditions: None LOR Representative: Leonard Perez #5307198 ICC Copy Received by: l LORGEOTECHNICAL GROUP, INC. Soil Engineering • Geology • Environmental 6121 Quail Valley Court, Riverside, California 92507 (951)653-1760/fax: (951)653-1741 DAILY FIELD REPORT Page 1 of 1 Date: April 10, 2019 Project No.: 33310.8 Client: Lake Elsinore CCR LLC Contractor: Comstock Homes Project: Mission Trails Apartments Equipment: Time of Arrival: 7:00am Time of Departure: 1:30pm Weather Conditions: Clear 69 degrees Report: ( Building B ) Observed placement and consolidation of concrete 410.00 cubic yards supplied by Cemex using product code 1418367, ( 4500 psi ) at 28 days.All concrete placed by pump at foundation footings and post tension slab on grade of building B (Areas A& B ). Verified reinforcing steel and post tension tendon clearances were maintained during placement and all concrete was properly consolidated throughout at foundation areas noted. Certified ACI technician onsite performed field sampling and testing for concrete placement noted. ( Reference: S2.1A, S2.1 B ) Building B Address: 32585 Mission Trail Lake Elsinore, CA. 92530 Permit#BLDG-2017-03308 Special Conditions: None LOR Representative: Leonard Perez #5307198 ICC Copy Received b . LORGEOTECHNICAL GROUP, INC. Soil Engineering • Geology • Environmental 6121 Quail Valley Court, Riverside, California 92507 (951)653-1760/fax: (951) 653-1741 DAILY FIELD REPORT Page 1 of 1 Date: April 9, 2019 Project No.: 33310.8 Client: Lake Elsinore CCR LLC Contractor: Comstock Homes Project: Mission Trails Apartments Equipment: Time of Arrival: 7:00am Time of Departure: 12:30pm Weather Conditions: Clear 70 degrees Report: ( Building C ) Observed placement and consolidation of concrete 400.00 cubic yards supplied by Cemex using product code 1418367, ( 4500 psi ) at 28 days.All concrete placed by pump at foundation footings and post tension slab on grade of building C (Areas A& B ). Verified reinforcing steel and post tension tendon clearances were maintained during placement and all concrete was properly consolidated throughout at foundation areas noted. Certified ACI technician onsite performed field sampling and testing for concrete placement noted. ( Reference: S2.1A, S2.1B) Building C Address: 32585 Mission Trail Lake Elsinore, CA. 92530 Permit#BLDG-2017-03310 Special Conditions: None LOR Representative: Leonard Perez #5307198 ICC Copy Received by: LORGEOTECHNICAL GROUP, INC. Soil Engineering • Geology• Environmental 6121 Quail Valley Court, Riverside, California 92507 (951) 653-1760/fax: (951) 653-1741 DAILY FIELD REPORT Page 1 of 2 Date: 4/8/19 Project No.: 33310.8 Client: Lake Elsinore CCR, LLC Contractor: Project: Mission Trails Apartments Equipment: Boom Pump Time of Arrival: 7:00am Time of Departure: 3:00 pm Weather Conditions: Sunny/Warm 1.) Report: Post-Tension Reinforcement Inspection for Building B. Arrived on site per client's request to perform Post-Tension slab inspection for building B (BLDG-2017- 03308). Post-tension reinforcing steel was performed per ACI 318, PTI Field Procedures Manual, and per approved project plans and specs. Reference approved project plan sheet: Foundation Plan Bldg. B & C S-2.1A and S-2.1 B, and post- tension details sheet PT-1. • Verified post-tension tendons and reinforcing steel sizes, grades, placement, and spacing per approved plans • Verified PT cables and reinforcing steel clearances per plan • Verified PT cables profiles and chuck clearances and spacing per PT-1 • Verified exterior and interior wall hold downs per detail 16/PT-1 • Verified pocket formers are secures and properly seated against wood forms • Verified footing sizes and depths • Verified footing cleanliness No discrepancies observed or noted. 2.) Report: Post-Tension Concrete Pour Inspection for Building D. Performed concrete pour inspection for 400 yd3 of CEMEX Ready Mix, mix design #1418367 — 1" max aggregate with 4,500psi @ 28 days per ACI 318 for footings and post-tension slab-on-grade building D (BLDG-2017-03304). • Verified mix design • Verified and tracked concrete times not to exceed 90 minutes • Visually checked concrete for consistency • Inspected and verified PT tendons, reinforcing steel, and anchor hold downs for proper placement during concrete pour • Verified for proper consolidation around tendon anchors Special Conditions: LOR Representative: Copy Received by: - a LORGEOTECHNICAL GROUP, INC. Soil Engineering • Geology• Environmental 6121 Quail Valley Court, Riverside, California 92507 (951)653-1760/fax: (951)653-1741 DAILY FIELD REPORT Page 1 of 1 Date: April 4,2019 Project No.: 33310.8 Client: Lake Elsinore CCR LLC Contractor: Comstock Homes Project: Mission Trails Apartments Equipment: [Time of Arrival: 7:00am Time of Departure: 9:00am Weather Conditions: Cloudy 68 degrees Report: ( Building C) Performed pre foundation inspection for building C (Areas A&B) Verified placement of reinforcing steel,post tension tendon assemblies,holdowns and anchor bolts as compliant with approved plans and details noted. ( Reference: S2.1A, S2.113, SN-1, 1/PT1, 2/PT1, 6/PT1, 15/PT1, 16/PT1 ) Items listed were verified as follows: Reinforcing steel and added steel at holdowns: Grade,size,lap,clearance,cover and position. Post tension tendon assemblies: Grade,size,quantity,spacing,clearance and profile. Holdown anchors: Size,length,location,em bed ment and clearance. Anchor bolts: Size,length,spacing,position,em bed ment and clearance. All interior/exterior footings and slab areas were verified as clean and free of debris Building C Address: 32585 Mission Trail Lake Elsinore, CA. 92530 Permit#BLDG-2017-03310 Special Conditions: None LOR Representative: Leonard Perez #5307198 ICC Copy Received by: LORGEOTECHNICAL GROUP, INC. Soil Engineering • Geology• Environmental 6121 Quail Valley Court, Riverside, California 92507 (951)653-1760/fax: (951)653-1741 DAILY FIELD REPORT Page 1 of 1 Date: April 3, 2019 Project No.: 33310.8 Client: Lake Elsinore CCR LLC Contractor: Comstock Homes Project: Mission Trails Apartments Equipment: [Time of Arrival: 7:00am Time of Departure: 9:00am Weather Conditions: Partly Cloudy 68 degrees Report: ( Building D ) Performed pre foundation inspection for building D (Areas A&B ) Verified placement of reinforcing steel,post tension tendon assemblies,holdowns and anchor bolts as compliant with approved plans and details noted. (Reference: S3.1A, S3.113, SN-1, 1/PT1, 6/PT1, 15/PT1, 16/PT1, 24/PT1 ) Items listed were verified as follows: Reinforcing steel and added steel at holdowns: Grade,size,lap,clearance,cover and position. Post tension tendon assemblies: Grade,size,quantity,spacing,clearance and profile. Holdown anchors: Size,length,location,em bed ment and clearance. Anchor bolts: Size,length,spacing,position,em bed ment and clearance. Interior pad footings: Size,depth,location ( Pad Ftg. schedule as per S3.1A,13) All interior/exterior footings and slab areas were verified as clean and free of debris Building D Address: 32585 Mission Trail Lake Elsinore, CA. 92530 Permit#BLDG-2017-03304 Special Conditions: None LOR Representative: Leonard Perez #5307198 ICC Copy Received by: l LORGEOTECHNICAL GROUP, INC. Soil Engineering • Geology• Environmental 6121 Quail Valley Court, Riverside, California 92507 (951)653-1760/fax: (951)653-1741 DAILY FIELD REPORT Page 1 of 1 Date:3/18/19 Project No.:33310.8 Client: Contractor:C&C Project:Mission Trail Apt. Equipment: Time of Arrival:7arn Time of Departure:11 am Weather Conditions:Clear Report: On site as requested to observe and perform inspection services for reinforcement installment. Reinforcement was installed for CMU retaining wall footings and (1) column at elevations 1265-1266. Rebar for 12ft CMU wall (elevations 1265-95 thru 1265-76) is #4 @ 12" o.c. T.B. cont. w/ #4 @ 9" o.c. travers and #4 @ 8" o.c. vert., 1 Oft wall (elevations 1265-76 thru 1266-08) #4 @ 12" o.c. T.B. cont. w/#4 @ 16" o.c. travers and vert., 8ft wall (elevations 1266-08 thru 1266-01) #4 @ 12" o.c. T.B. cont. w/#4 @ 16" o.c. travers and #4 @ 24" o.c. vert. Column rebar is #4 cont. vert. from footings to top of pilaster w/#3 ties @ 12" o.c. Verified materials, trench dims., rebar location, spacing, laps and that area was clean. Ref. sheet S-RW detail 5 of the approved dwg. Work was performed per the specification and details of the approved dwg. Special Conditions: LOR Representative: I V Copy Received by: