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Home My WebLink AboutCT 90-03; Arroyo Vista Units 3 and 4; As Graded Geotechnical Report; 2004-07-22r r - r r I r r r r r r r r r i r 1 r r AS-GRADED GEOTECHNICAL REPORT CARLSBAD TRACT NO. 90-03, OF POST-GRADING, ARROYO VISTA UNITS 3 and 4, CARLSBAD, CALIFORNIA Prepared For: CONTINENTAL HOMES 5927 Priestly Drive, Suite 200 Carlsbad, California 92008 Project No. 851855-013 July 22, 2004 4 - Leighton and Associates, Inc. A LEIGHTON GROUP COMPANY I July 22,2004 To: Continental Homes 5927 Priestly Drive, Suite 200 Carlsbad, California 92008 Attention: Mr. Carleton Clark Project No. 851855-013 Subject: As-graded Geotechnical Report of Post-Grading, Arroyo Vista Units 3 and 4, Carlsbad Tract No. 90-03, Carlsbad, California Introduction In accordance with the request and authorization of representatives of Continental Homes, we have performed geotechnical observation and testing services during the post-grading operations for Units 3 and 4 of the Arroyo Vista project (Carlsbad Tract No. 90-03) located in Carlsbad, California, The purpose of our geotechnical observation and testing services was to document that the geotechnical aspects of the post-grading operations for the subject tract were performed in general accordance with the project geotechnical reports (Appendix A), geotechnical recommendations made during the course of grading, and the City of Carlsbad requirements. This as-graded report summarizes our geotechnical observations, field and laboratory test results, and conclusions concerning the post-grading operations within Units 3 and 4 of the Arroyo Vista development. A summary of the post grading operations of Unit 2 of the Arroyo Vista project was previously presented in our as-graded report of post grading dated November 7, 2003 (Leighton, 2003b). Surnrnarv of Post-Gradinq Operations The post-grading operations were generally performed between August 200 1 through November 2003 within the streets and easements of the tract. Post-grading operations observed and/or tested by Leighton and Associates, Inc. (Leighton) during the development of Units 3 and 4 included: 1) trench excavation and backfill compaction of storm drain, water, sewer and joint utility lines in the streets and easements; 2) sidewalk and curb/gutter subgrade soil preparation and compaction 3934 Murphy Canyon Road, Suite 8205 I San Diego, CA 92123-4425 858.292.8030 Fax 858.292.0771 rn w.leightongeo.com L 851855-013 7 adjacent to the streets; 3) placement and compaction of native subgrade soils, lime-treated subgrade soils, and Class 2 aggregate base (AB) material in the streets and/or beneath the curb/gutter, and 4) placement and compaction of asphalt concrete (AC) in the streets. Geotechnical observations and compaction testing were performed by representatives of our firm who were on-site on an as-needed on-call basis during the post-grading operations. Specific observation and testing services conducted during the post-grading operations are discussed below. - - - Field and Laboratow Testing c Field density tests were performed during the placement and compaction of trench backfill, subgrade preparation, aggregate base material and asphalt concrete placement during the post- grading operations at the site. Density tests were performed in general accordance with the Nuclear-Gauge Method (ASTM Test Methods D2922 and D3017). The results and approximate locations of the field density tests performed are summarized in Appendix B. It should be noted that density tests taken in Arroyo Vista Unit 2 (Leighton, 2003b) and within Rancho Santa Fe Road (Leighton, 2004c) are also included in Appendix B. The field density testing was performed in general accordance with the applicable ASTM standards, the current standard of care in the industry, and the precision of the testing method itself. Variations in relative compaction should be expected from the results documented herein. - As indicated in Appendix B, areas in which field density test results were less than the required minimum relative compaction were reworked, recompacted, and re-tested until the minimum percent relative compaction was achieved. In accordance with the City of Carlsbad criteria, trench backfill and some of the sidewalk subgrade soils were compacted to a minimum 90 percent relative compaction while the subgrade soils and aggregate base material for the streets andor curb/gutter of the tract were compacted to a minimum 95 percent of the maximum dry density (as determined by ASTM Test Method D1557). In accordance with the revised geotechnical recommendations concerning the on-site expansive sidewalk subgrade soils (Leighton, 20021 and 2004b), some of the sidewalk subgrade soils were moisture conditioned to at least 3 percent over the optimum moisture content and compacted to a minimum 86 to 88 percent relative compaction. Asphalt concrete was placed and compacted to a minimum 95 percent relative compaction in accordance with the Hveem Method (California Test Nos. 304 and 308). Representative samples of the native soil and imported material placed and compacted during the post-grading operations were tested for maximum dry density and optimum moisture content in accordance with ASTM Test Method D1557. Representative samples of the AC placed on the streets were tested for laboratory maximum density, per the Hveem Method (California Test Nos. 304 and 308). The laboratory tests results are presented in Appendix C. 2- Leighton 851855-013 - Trench Excavations and Backfill Underground utilities, including storm drain, water, sewer, and common joint utilities were placed in the subject streets and easements of the tract during the development of the site. Prior to backfilling of the utility trenches, the excavations were observed by a representative from our firm. During the trench backfill operations, native and import soils where placed in 4- to 8-inch thick loose lifts, moisture-conditioned, as needed, to obtain a near-optimum moisture content (moisture conditioning also occurred prior to fill placement), and compacted to a minimum 90 percent relative compaction (based on ASTM Test Method D1557). Compaction of the trench backfill soils was accomplished by hand tampers, sheep’s-foot roller andor wheel rolling with heavy-duty construction equipment. Testing frequency and locations were performed in general conformance with the City of Carlsbad criteria. The results and approximate location of the backtill tests are summarized in Appendix B. Structural Pavement Sections Minimum structural pavement sections were provided for the streets within the subject development based on laboratory R-value testing of representative samples of the subgrade soils (Leighton, 2001c, 2002a, 2002c, and 2002h). Prior to placement of the aggregate base material, the subgrade soils were scarified to a minimum depth of 12 inches and moisture-conditioned to near-optimum moisture content, and, where indicated, lime-treated. The subgrade soils were then compacted to at least 95 percent relative compaction (based on ASTM Test Method D1557). The Class 2 aggregate base material placed beneath the curblgutter and on the streets was compacted to a minimum of 95 percent of the maximum dry density (based on ASTM Test Method D1557). The results and approximate location of the street subgrade soil and base material density tests are summarized in Appendix B. Observation and density testing during the placement of the asphalt concrete for the streets were performed by representatives of Leighton and Associates. As required by the City of Carlsbad, field density tests were obtained by the nuclear-gauge method during the paving operations and the results are presented in Appendix B. The test results indicate that the AC placed on the subject streets has a minimum relative compaction of at least 95 percent (per the Hveem Method - California Test Methods 304 and 308). - - ? Summaw of Conclusions The following is a summary of our conclusions based on our site observations and field and laboratory test results: - .3- Leighton 851855-013 Geotechnical conditions encountered during the post-grading operations were generally as anticipated. Based on our observations and testing, the post-grading operations were performed in general accordance with the project geotechnical recommendations and the City of Carlshad requirements. In ow professional opinion, the geotechnical aspects of the development have been evaluated and properly treated during the post-grading operations. Field density testing indicated that the trench backfill soils and most of the subgrade soils beneath sidewalks were compacted to a minimum 90 percent relative compaction (based on ASTM Test Method D1557). Field density testing also indicated that the street and curblgutter subgrade soils and base materials were compacted to a minimum of 95 percent relative compaction (based on ASTM Test Method D1557). It should be noted that the sidewalk along the southern side of Avenida Del Alba and other sidewalks underlain by expansive soils were moisture conditioned to a minimum 3 percent above the optimum moisture content and compacted to a minimum 86 to 88 percent relative compaction. Field density testing during the paving operations and testing of the AC on the subject streets indicates the asphalt concrete was compacted to a minimum of 95 percent relative compaction (per California Test Nos. 304 and 308). If you have any questions regarding our report, please contact this office. We appreciate this opportunity to be of service. Respectfully submitted, LEIGHTON AND ASSOCIATES, INC. &kWr Randall K. Warner CEG 1612 I^ Senior Associate Attachments: Appendix A - References Appendix B - Summary of Field Density Tests Appendix C - Laboratory Testing Procedures and Test Results Distribution: (6) Addressee 4 Leighton -4- 851855-013 APPENDIX A References Carlsbad, City of, 1996, Standards for Design and Construction of Public Works Improvements in the City of Carlsbad, California, Project No. 05332-12-01, dated April 20, 1993, revised December 10,1996. Leighton and Associates, Inc., 1998, Update Geotechnical Investigation, Shelley Property, Carlsbad Tract No. 90-3, Carlsbad, California, Project No. 4851855-008, dated September 8, 1998. , 2000, Results of Additional Field Investigation, Shelley Property, Carlsbad Tract No. 90-3, Carlsbad, California, Project No. 040137-001, dated August 14,2000. ,20014 As-Graded Report of Rough and Fine Grading, Lots 27 through 181 and 246 through 248, Arroyo Vista Units 2 and 3, Carlsbad Tract No. 90-03, Carlsbad, California, Project No. 851855-010, dated June 29,2001. , 2001b, Pavement Design Recommendations, Avenida de Sueno and Calle Cordoba, Arroyo Vista, Unit 2, Carlsbad Tract No. 90-03Project No. 851855-013, Carlsbad, California, dated August 7,2002, revised August 16,2001. ,2001c, Pavement Design Recommendations, Camino Alegre, Corte Del Cruce, and a portion of Avenida La Cima, Arroyo Vista, Unit 3, Carlsbad Tract 90-03Project No. 851855-013, Carlsbad, California, dated November 30,2001. , 2002a, Pavement Design Recommendations, RV Parking Facility, Lot 246, Arroyo Vista Unit 3, Carlsbad Tract No. 90-03, Carlsbad, California, dated January 31, 2002. ,2002b, AlternLive Recommendations for Cracked Lime-Treated Soils along a portion of Camino La Cima and Corte Del Cruce, Arroyo Vista Unit 3, CT 90-03, Carlsbad, California, Project No. 851855-013, dated February 27,2002. , 2002c, Pavement Design Recommendations, Avenida Del Alba and a Portion of Avenida La Cima, Arroyo Vista Unit 3, Carlsbad Tract No. 90-03, Carlsbad, California, Project No. 851855-013, dated February 11, 2002, revised February 28, 2002. , 2002d, Results of Laboratory Tests on Class 2 Aggregate Base Samples, Corte Del Cruce and a Portion of Avenida La Cima (Station No. 3+50 to 17+00) and Camino Alegre (Station 36+00 to 39+92), Arroyo Vista Unit 3, Carlsbad Tract No. 90-03, Carlsbad, California, Project No. 851855-013, dated April 12,2002. A-1 851855-013 APPENDIX A (Continued) , 2002e, Results of Laboratory Tests on Class 2 Aggregate Base Samples, Avenida La Cima, Arroyo Vista Unit 3, Carlsbad Tract No. 90-03, Carlsbad, California, Project No. 851855-013, dated April 24,2002. , 2002f, Toe-of-Slope Subdrain Recommendations, South Side of Avenida Del Alba Between Station No. 20+00 and 31+44, Unit 3, Arroyo Vista, Carlsbad, California, Project No. 851855-013, dated May 8,2002. , 2002g, Leighton and Associates, Inc., 2002, As-Graded Report of Rough and Fine Grading, Arroyo Vista Units 2 through 4, Carlsbad Tract 90-03, Carlsbad, California, Project No. 851855-010, dated May 10,2002. ,2002h, Pavement Design Recommendations, Avenida Aragon, Avenida Secreto, Sitio Toledo, and Sitio Andalucia, Vista Unit 4, Carlsbad Tract No. 90-03, Carlsbad, California, Project No. 851855-014, dated June 3,2002 (revised June 10,2002). ,2002i, As-Graded Completion Letter of Utility Line Trench Backfill and Compaction and Street Subgrade Placement and Compaction, Avenida Aragon, Avenida Secreto, Sitio Toledo, and Sitio Andalucia, Tiburon, Shelley Property Unit 4, Carlsbad Tract No. 90-03, Carlsbad, California, Project No. 85 1855-013, dated June 24,2002. ,2002j, Geotechnical Review of the Revised Post-Tension Foundation Plans for Arroyo Vista, Shelley Property Units 2 and 3, Carlsbad Tract 90-03, Carlsbad, California, Project No. 851855-013, dated July 25,2002. , 2002k, Geotechnical Review of the Revised Post-Tension Foundation Plans for Tiburon, Shelley Property Unity 4, Carlsbad Tract 90-03, Carlsbad, California, Project No. 851855-014, dated August 30,2002. , 20021, Revised Sidewalk Subgrade Preparation Guidelines for the Arroyo Vista and Tiburon Projects, Shelley Property Units 2 through 4, Carlsbad Tract 90-03, Carlsbad, California, Project No. 851855-013, dated August 12, 2002 (revised September 13,2002). , 2002111, Elimination of the Recommendation for a Toe-of-Slope Subdrain Along the South Side of Avenida Del Alba Between station No. 20+00 and 31+44, Unit 3, Arroyo Vista, Carlsbad. California, Project No. 851855-013, dated September 13, 2002. A-2 851855-013 APPENDIX A (Continued) , 2003a, Geotechnical Review of the Phase 1 I Post Tensioned Foundation and Precise Grading Plans and Response to Plan Check Review Comments, Arroyo Vista Phase 1 I, Carlsbad Tract No. 90-03, Carlsbad, California, Project No. 851855-013, dated June 24,2003. , 2003b, As-Graded Geotechnical Report of Post-Grading Operations, Arroyo Vista Unit 2, Carlsbad Tract No. 90-03, Carlsbad, California, Project No. 851855-012, dated, November 7,2003. , 2003c, Geotechnical Evaluation of the Swimming Pool Excavation and Repair Recommendations of the Existing Toe-of-Slope Subdrain, Lot 199, Tiburon Saddle Ridge, Carlsbad Tract No. 90-03, Carlsbad, California, Project No. 851855-014, dated December 10,2003. , 2004a, Geotechnical Evaluation of the Reported Seepage Conditions, 3284 Avenida Aragon, Lot 199, Tiburon, Carlsbad Tract No. 90-03, Carlsbad, California, Project No. 851855-014, dated February 13,2004. , 2004b, Sidewalk Subgrade Recommendations for the Heaving Sidewalks Along the Southern Side of Avenida Del Alba, Arroyo Vista, Carlsbad Tract 90-93, Carlsbad, California. Project No. 851855-013, dated February 13,2004. ,2004c, As-Graded Report of Rough, Fine, and Post Grading, Rancho Santa Fe Road Improvements, Station No. 10+04 to 42+31, Carlsbad, California, Project No. 851855-01 1, dated July 29,2004. , In-house unpublished and published data. Post-Tensioning Institute, 1996, Design and Construction of Post-Tensioned Slabs-On-Ground, Second Edition. Project Design Consultants, 2000, Mass Grading and Erosion Control for Shelley Property, Units 2, 3, and 4, Carlsbad Tract 90-03, Drawing No. 380-1B 15 Sheets, dated December 28,2000. , 2001a, Plans for the Improvement of Shelley Property Unit No. 3, Carlsbad Tract No. 90-03, Drawing No. 380-1H, 8 Sheets, dated March 29,2001. ,2001 b, Plans for the Improvements of Shelley Property Unit No. 4, Carlsbad Tract No. 90-03, Carlsbad, California, Drawing No. 380-1E, 8 Sheets, dated April 4,2001. A-3 851855-013 APPENDIX B ExDlanation of Summarv of Field Densitv Tests Test of GRADING Natural Ground Original Ground Existing Fill Compacted Fill Slope Face Finish Grade SEWER STORM DRAIN AREA DRAIN DOMESTIC WATER RECLAIMED WATER SUB DRAIN GAS ELECTRICAL TELEPHONE JOINT UTILITY IRRIGATION Bedding Material Shading Sand Main Lateral Crossing Manhole Fire Hydrant Lateral Catch Basin Riser Inlet RETAMING WALL CRIB WALL LOFFELL WALL STRUCT FOOTING Footing Bonom Backfill Wall Cell Test of Abbreviations NG OG EF CF SF FG ____ B S M L X MH FH CB R I F B C Test of SUBGRADE AGGREGATE BASE CEMENT TREATED BASE PROCESSED BASE ASPHALT CONCRETE Curb Gutter Curb and Gutter Cross Guner Street Sidewalk Driveway Driveway Approach Parking Lot Electric Box Pad PRESATURATION Moisture Content INTERIOR TRENCH Plumbing Backfill Electrical Backfill ____ Test of Abbreviations C G CG XG ST SW D DA PL EB M P E N represents nuclear gauge tests that were performed in general accordance with most recent version of ASTM Test Methods D2922 and D3017. S represents sand cone tests that were performed in general accordance with most recent version of ASTM Test Method 01556. 15A represents first retest of Test No. 15 I58 represents second retest of Test No. I5 "0" in Test Elevation Column represents test was taken at the ground surface (e.& finish grade or subgrade) "-I" in Test Elevation Column represents test was taken one foot below the ground surface - - B-1 1 I I I I I I 1 I I I I I 1 I 1 I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (“A) Relative (%) No. Date Of Lot# Elev (ft) Type Field Max Field Opt. Compaction Remarks SD 1 6/26/01 I SD 2 6/26/01 M SD 3 6/26/01 M SD 4 6/26/01 M SD 5 6/27/01 M SD 6 6/27/01 M SD 7 6/27/01 M SD 8 6/27/01 M SD 9 6/28/01 MH SD 10 6/28/01 MH SD 11 6/29/01 I SD 12 6/29/01 MH SD 13 6/29/01 M SD 14 6/29/01 M SD 15 8110101 M SD 16 8/10/01 M SD 17 8/10/01 M SD 18 8110/01 I SD 19 8/10/01 L SD 20 8/10/01 MH SD 21 8/13/01 M SD 22 8/13/01 M SD 23 8/13/01 MH SD 24 8/13/01 M SD 25 8/14/01 M SD 26 8/14/01 MH SD 27 8/14/01 M SD 28 8/17/01 MH SD 29 8/17/01 I SD 30 8/17/01 MH SD 31 9/12/01 M 3D 32 9/12/01 M Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Calle Cordoba Calle Cordoba Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Avenida La Cima Camino Alegre Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Station41+30 Station 41+55 Station 42+00 Station 42+40 Station 43+10 Station 43+56 Station 44+00 Station 44+90 Station 46+82 Station 46+74 Station 46+74 Station 45+87 Station 2+90 Station 1+70 Station 41+10 Station 40+10 Station 39+10 Station 38+80 Station 38+75 Station 38+59 Station 38+30 Station 37+53 Station 37+23 Station 36+75 Station 35+68 Station 35+28 Station 3+60 Station 35+28 Station 2+67 Station 3+96 Station 18+20 Station 17+20 182.0 20 185.0 20 184.0 19 188.0 20 186.0 20 190.0 20 188.0 20 192.0 20 194.0 20 194.0 12 193.0 20 191.0 20 191.5 18 198.0 20 182.0 20 176.0 20 170.0 20 168.0 IO 168.0 12 167.0 12 164.5 12 160.0 20 156.0 12 154.0 12 148.0 12 145.0 12 148.0 15 147.0 15 148.0 12 146.0 12 146.0 20 152.0 20 100.4 105.5 19.3 96.3 105.5 21.6 110.9 120.5 12.4 96.9 105.5 19.6 97.2 105.5 22.5 98.6 105.5 18.7 98.1 105.5 20.1 100.3 105.5 18.4 98.2 105.5 21.7 109.3 118.5 12.6 97.3 105.5 22.3 96.7 105.5 19.8 108.7 118.0 14.1 99.5 105.5 19.2 96.2 105.5 21.7 97.1 105.5 22.8 96.5 105.5 20.9 103.9 114.5 18.1 107.2 118.5 16.3 109.1 118.5 17.2 107.2 118.5 15.7 100.7 105.5 22.9 108.9 118.5 15.8 109.6 118.5 16.1 108.5 118.5 16.0 107.7 118.5 15.8 109.5 119.5 14.7 110.6 119.5 15.1 110.1 118.5 15.7 109.8 118.5 16.0 97.1 105.5 20.3 95.6 105.5 21.3 20.5 95 20.5 91 12.5 92 20.5 92 20.5 92 20.5 93 20.5 93 20.5 95 20.5 93 13.5 92 20.5 92 20.5 92 13.5 92 20.5 94 20.5 91 20.5 92 20.5 91 16.5 91 13.5 90 13.5 92 13.5 90 20.5 95 13.5 92 13.5 92 13.5 92 13.5 91 12.5 92 12.5 93 13.5 93 13.5 93 20.5 92 20.5 91 Project Number: 851855-012 Project Name: ArroyolUnits 2-4 Project Location: 0 Client: 0 Page 1 of 4 Leighton and Associates, Inc 711 912 10:29: I6Ah I I I I I I I I I 1 1 I I I 1 I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (“A) Relative (%.1 No. Date Of Lot# Elev (ft) Type Field Max Field Opt. Compaction Remarks SD 33 9/12/01 L SD 34 9/12/01 M SD 35 9/12/01 M SD 36 9/12/01 M SD 37 9/13/01 MH SD 38 9/13/01 M SD 39 9/13/01 MH SD 40 9/13/01 MH SD 41 9/13/01 L SD 42 9/13/01 M SD 43 9/13/01 M SD 44 9/18/01 M SD 45 9/18/01 M SD 45A 9/18/01 M SD 46 9/20/01 M SD 47 9/20/01 M SD 48 9/20/01 M SD 48A 9/20/01 M SD 49 9/20/01 M SD 50 9/20/01 M SD 50A 9/20/01 M SD 51 9/21/01 M SD 51A 9/21/01 M SD 52 9/21/01 M SD 53 9/21/01 M SD 54 9/21/01 M SD 55 9/24/01 MH SD 56 9/24/01 MH SD 57 9/24/01 M SD 58 9/24/01 M SD 59 9/25/01 M SD 60 11/13/01 M Avenida La Cima Avenida La Cima Corte Del Cruce Cone Del Cruce Corte Del Cruce Cone Del Cmce Corte Del Cmce Cone Del Cmce Lot 102 Easement Avenida Del Alba Avenida Del Alba Avenida La Cima Avenida La Cima Avenida La Cima Storm Drain Line C Storm Drain Line C Storm Drain Line C Storm Drain Line C Storm Drain Line C Storm Drain Line C Storm Drain Line C Storm Drain Line C Storm Drain Line C Storm Drain Line C Storm Drain Line C Storm Drain Line C Avenida Del Alba Avenida Del Alba Storm Drain Line C Storm Drain Line C Storm Drain Line C Storm Drain Line C Station 16+77 Station 16+00 Station 1+43 Station 2+90 Station 3+24 Station 4+33 Station 5+39 Station 61-1 1 Station 1+20 Station 18+45 Station 19+34 Station 15+70 Station 16+77 Station 16+77 Station 2+71 Station 2+50 Station 2+22 Station 2+22 Station 1+98 Station 1+70 Station 1+70 Station 2+55 Station 2+55 Station 2+00 Station 1+70 Station 1+52 Station 20+73 Station 20+73 Station 1+30 Station 1+47 Station 1+20 Station 2+25 154.0 12 157.0 20 159.0 20 166.0 20 167.5 20 172.0 12 178.0 20 176.0 20 181.0 12 146.0 20 142.0 20 158.0 18 154.5 18 154.5 18 135.0 18 137.0 18 139.0 18 139.0 18 140.0 18 136.5 18 136.5 18 137.0 18 137.0 18 142.0 18 138.5 16 135.0 16 138.0 12 139.0 12 126.0 12 132.0 12 128.0 12 119.0 17 107.9 118.5 15.7 99.4 105.5 20.7 97.2 105.5 21.1 98.3 105.5 24.3 98.7 105.5 22.0 109.9 118.5 17.0 100.4 105.5 20.9 96.2 105.5 21.6 107.2 118.5 17.2 96.8 105.5 21.6 95.2 105.5 20.4 107.1 118.0 14.1 105.3 118.0 15.9 107.8 118.0 15.2 109.4 118.0 14.9 107.2 118.0 13.8 104.2 118.0 17.9 108.0 118.0 15.0 108.8 118.0 14.1 104.6 118.0 16.9 107.5 118.0 14.2 103.1 118.0 17.0 110.7 118.0 17.5 109.0 118.0 15.5 11 1.3 120.0 15.0 108.5 120.0 16.5 109.2 118.5 17.3 110.6 118.5 16.1 108.2 118.5 17.0 110.9 118.5 15.7 108.9 118.5 14.6 107.6 117.0 12.1 13.5 20.5 20.5 20.5 20.5 13.5 20.5 20.5 13.5 20.5 20.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 12.5 12.5 13.5 13.5 13.5 13.5 13.5 10.5 91 94 92 93 94 93 95 91 90 92 90 91 89 91 93 91 88 92 92 89 91 87 94 92 93 90 92 93 91 94 92 92 RT ON 45A RT OF 45 RT ON 48A RT OF 48 RT ON 5OA RT OF 50 RT ON 5 1A RT OF 51 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 2 of 4 Leighton and Associates, Inc 711912 10:29: 16AI I I I I I I I I I I I I I I I I ) ! I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (%) Relative (%) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. CnmDactinn Remarks SD 61 SD 62 SD 63 SD 64 SD 65 SD 66 SD 67 SD 68 SD 69 SD 70 SD 71 SD 72 SD 73 SD 74 SD 75 SD 76 SD 77 SD 78 SD 79 SD 80 SD 81 SD 82 SD 83 SD 84 SD 85 SD 86 SD 87 SD 88 SD 89 SD 90 SD 91 SD 92 11/13/01 M 11/13/01 M ll/l5/Ol M 11/15/01 M 11/15/01 M 11/16/01 M 11/16/01 M 11/16/01 M 11/19/01 M 11/19/01 M 11/19/01 M 11/19/01 M 11/27/01 MH 11/27/01 MH 11/27/01 MH 1 1/27/01 MH 1 1/27/01 MH 4/23/02 M 4/23/02 M 4/23/02 M 4/25/02 MH 5/2/02 MH 5/2/02 M 5/3\02 M 5/3\02 M 5/3/02 M 36/02 MH 5/6/02 L 5/6/02 L 5/6/02 M 5/6/02 M 5/8/02 M Storm Drain Line C Storm Drain Line C Storm Drain Line A Storm Drain Line A Storm Drain Line A Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Storm Drain Line A Storm Drain Line A Camino Alegre Camino Alegre Camino Alegre Avenida Del Alba Avenida Del Alba Easement L. 237-238 Easement L. 237-238 Easement L. 237-238 Avenida Secreto Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Station 1+83 Station 1+40 Station 1+59 Station 2+00 Station 2+50 Station 32+49 Station 32+95 Station 33+92 Station 34+53 Station 35+10 Station 1+15 Station It39 Station 33+23 Station 33+23 Station 32+35 Station 31+34 Station 3 1+34 Station 2+85 Station 2+15 Station 1+50 Station 0+57 Station 2+25 Station 7+65 Station 8+05 Station 8+48 Station 9+25 Station 7+08 Station 7+08 Station 7+08 Station 2+25 Station 2+25 Station 9+60 120.0 17 117.0 17 125.0 12 128.0 18 126.5 18 128.5 18 131.0 12 137.0 18 141.0 18 143.5 12 124.0 18 128.0 18 132.0 12 133.0 12 129.0 12 125.0 12 128.0 12 118.0 19 116.0 23 114.0 23 117.5 23 113.0 19 120.0 17 123.0 17 122.0 17 125.0 17 120.0 17 122.0 17 121.0 17 114.0 19 115.0 19 123.0 17 109.1 117.0 11.6 108.2 117.0 11.7 108.7 118.5 14.7 106.9 118.0 15.9 110.2 118.0 14.2 110.0 118.0 15.6 108.5 118.5 15.6 109.1 118.0 13.7 107.3 118.0 14.2 108.5 118.5 15.1 108.1 118.0 13.9 107.2 118.0 14.6 107.1 118.5 14.9 106.9 118.5 16.1 107.5 118.5 16.5 108.7 118.5 15.8 107.5 118.5 15.7 108.9 120.5 13.7 105.0 111.5 16.8 103.4 111.5 15.7 101.7 111.5 16.5 110.6 120.5 14.6 106.7 117.0 12.6 108.2 117.0 10.4 106.9 117.0 11.1 107.0 117.0 10.7 110.6 117.0 11.3 111.2 117.0 10.6 109.3 117.0 10.7 110.7 120.5 14.7 114.1 120.5 15.1 107.5 117.0 16.2 10.5 93 10.5 92 13.5 92 13.5 91 13.5 93 13.5 93 13.5 92 13.5 92 13.5 91 13.5 92 13.5 92 13.5 91 13.5 90 13.5 90 13.5 91 13.5 92 13.5 91 12.5 90 16.5 94 16.5 93 16.5 91 12.5 92 10.5 91 10.5 92 10.5 91 10.5 91 10.5 95 10.5 95 10.5 93 12.5 92 12.5 95 10.5 92 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 3 of 4 Leighton and Associates, Inc 7/19/2 10:2916Ab SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (“A) Relative PA) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. Comoaction Remarks SD 93 SD 94 SD 95 SD 96 SD 97 SD 98 SD 99 SD 100 5/8/02 M 5/13/02 MH 5/14/02 MH 5/14/02 MH 5/15/02 MH 11/15/02 M 11/15/02 M 11/15/02 M Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Line A Easement Line A Easement Line A Easement Station 10+18 Station 16+87 Station 10+48 Station 10+48 Station 8+87 Station 2+06 Station 1+92 Station 1+73 126.0 127.0 123.0 127.0 124.0 117.5 119.0 118.0 17 17 17 17 17 17 17 17 107.9 117.0 13.7 10.5 92 110.1 117.0 14.5 10.5 94 106.5 117.0 13.2 10.5 91 107.2 117.0 13.7 10.5 92 108.0 117.0 13.6 10.5 92 107.9 117.0 11.6 10.5 92 108.6 117.0 10.9 10.5 93 106.7 117.0 12.0 10.5 91 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 4 of 4 Leighton and Associates, Inc 711 912 I0:29: I6AA 1 1 I I I 1 I I I I I I 1 SUMMARY OF FIELD DENSITY TESTS I 1 1 t I Test Test Test Location Test Soil Dry Density Moisture (%) Relative (%) No. Date Of Lot# Elev (ft) Type Field Max Field Opt. Comoaction Remarks S 1 6/14/01 L S 2 6/14/01 L S 3 6/14/01 L S 4 6/14/01 L S 5 6/14/01 M S 6 6/14/01 M S 7 6/15/01 M S 8 6/15/01 M S 9 6/15/01 M S IO 6/15/01 M S 11 6/15/01 M S 12 6/15/01 M S 13 6/15/01 M S 14 6/15/01 M S 15 6/15/01 M S 16 6/18/01 M S 17 6/18/01 L S 18 6/18/01 L S 19 6/18/01 M S 20 6/18/01 M S 21 6/18/01 M S 22 6/18/01 L S 23 6/18/01 M S 24 6/18/01 M S 25 6/18/01 M S 26 6/18/01 M S 27 6/18/01 MH S 28 6/18/01 MH S 29 6/18/01 MH S 30 6/19/01 M S 31 6/19/01 M S 32 6/19/01 M Lot 71 Lot 72 Lot 71 Lot 71 Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Lot 69 Lot 69 Avenida de Sueno Avenida de Sueno Avenida de Sueno Lot 68 Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Station 4 1+80 Station 411-90 Station 42+00 Station 42+10 Station 42+10 Station 42+25 Station 42+35 Station 42t25 Station 45135 Station 45+AO ' Station 45+45 Station 42+75 Station 42+80 Station 43+00 Station 43+10 Station 43+25 Station 44+90 Station 44+75 Station 44+60 Station 41+43 Station 41+43 Station 41+43 Station 44+20 Station 44+15 Station 44+25 188.0 12 188.0 12 186.0 12 186.0 12 181.0 12 183.5 12 178.5 12 180.0 12 183.0 12 185.5 12 188.5 12 183.0 13 186.0 13 189.5 13 192.0 13 182.0 12 I88.0 12 190.0 12 180.0 12 185.0 12 187.5 12 189.0 12 190.0 12 183.0 13 187.5 13 190.0 13 179.5 12 182.0 12 184.5 12 184.5 12 187.0 12 191.0 12 109.2 118.5 17.1 109.8 118.5 14.9 108.9 118.5 15.5 108.3 118.5 16.2 109.6 118.5 17.2 111.5 118.5 14.7 106.2 118.5 17.7 109.4 118.5 16.5 107.9 107.2 109.7 100.3 101.2 103.2 102.5 110.6 108.7 108.3 107.6 109.6 108.5 18.5 17.8 18.5 15.3 18.5 16.0 11.5 20.1 11.5 19.7 11.5 20.8 11.5 21.3 18.5 15.6 18.5 14.7 18.5 15.9 18.5 16.3 18.5 16.2 18.5 15.2 109.2 118.5 14.9 107.4 118.5 13.7 103.1 111.5 20.7 104.9 111.5 21.3 101.9 111.5 20.1 110.4 118.5 15.4 108.7 118.5 14.7 109.0 118.5 13.8 107.5 118.5 15.3 108.5 118.5 13.9 107.1 118.5 14.7 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 18.5 18.5 18.5 18.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 18.5 18.5 18.5 13.5 13.5 13.5 13.5 13.5 13.5 92 93 92 91 92 94 90 92 91 90 93 90 91 93 92 93 92 91 91 92 92 92 91 92 94 91 93 92 92 91 92 90 Project Number: 851855-012 Project Name: ArroyolUnits 2-4 Project Location: 0 Client: 0 Page 1 of 12 Leighton and Associates, Inc 7/1/20 3:12:49PM I I I I I I I I I I 1 I I SUMMARY OF FIELD DENSITY TESTS 1 I I 1 I Test Test Test Location Test Soil Dry Density Moisture (“A) Relative (%I No. Date Of Lot# Elev (It) Type Field Max Field Opt. Compaction Remarks S 33 6/19/01 M S 34 6/19/01 MH S 35 6/19/01 MH S 36 6/19/01 MH S 37 6/19/01 MH S 38 6/19/01 MH S 39 6/19/01 MH S 40 6/19/01 MH S 41 6/19/01 MH S 42 6/19/01 M S 43 6/19/01 M S 44 6/19/01 M S 45 6/20/01 M S 46 6/20/01 M S 47 6/20/01 M S 48 6120101 L S 49 6/20/01 M S 50 6/20/01 M S 51 6/20/01 L S 52 6120101 L S 53 6/20/01 L S 54 6/21/01 L S 55 6/21/01 M S 56 6/21/01 M S 57 6/21/01 L S 58 6/21/01 M S 59 6/21/01 M S 60 6/21/01 M S 61 6/21/01 L S 62 6/21/01 MH S 63 6/21/01 MH S 64 6/21/01 L Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Lot 27 Avenida de Sueno Avenida de Sueno Lot 27 Lot 28 Lot 28 Lot 29 Avenida de Sueno Avenida de Sueno Lot 55 Avenida de Sueno Avenida de Sueno Avenida de Sueno Lot 54 Avenida de Sueno Avenida de Sueno Lot 31 Station 44+05 Station 43+74 Staiton 43+74 Station 43i74 Station 45+74 Station 45+74 Station 45+74 Station 45+74 Station 45+74 Station 46+10 Station 46+30 Station 46+15 Station 46+50 Station 46+70 Station 46+85 Station 47+00 Station 47+25 Station 47+50 Station 47+65 Station 48+10 Station 48+35 Station 48+45 Station 48190 Station 481-90 193.5 12 183.0 12 185.5 12 187.0 12 184.0 13 185.0 13 1X7.0 13 188.5 13 191.5 13 184.5 13 189.0 13 193.5 13 185.0 20 187.5 20 190.0 20 189.5 20 194.0 20 189.5 20 188.0 20 188.5 20 190.0 20 191.5 20 188.5 20 191.0 20 194.0 20 192.0 20 192.0 20 196.0 20 195.0 20 192.5 12 195.5 12 194.0 12 109.3 118.5 14.1 108.4 118.5 15.5 107.9 118.5 13.7 106.9 118.5 13.4 103.9 111.5 19.1 105.1 111.5 18.3 102.3 111.5 20.1 103.0 111.5 17.6 103.8 111.5 18.8 105.1 111.5 21.3 103.8 111.5 19.4 101.7 111.5 19.7 99.9 105.5 21.6 99.6 105.5 22.7 97.5 105.5 23.1 97.9 105.5 19.9 100.7 105.5 21.8 99.5 105.5 20.7 97.7 105.5 22.2 98.1 105.5 19.6 98.6 105.5 20.0 98.5 105.5 21.1 99.2 105.5 23.7 97.8 105.5 19.8 96.1 105.5 20.2 95.8 105.5 21.7 97.4 105.5 22.0 96.4 105.5 20.0 97.7 105.5 19.5 108.3 118.5 15.3 107.2 118.5 16.8 109.5 118.5 15.1 13.5 92 13.5 91 13.5 91 13.5 90 18.5 93 18.5 94 18.5 92 18.5 92 18.5 93 18.5 94 18.5 93 18.5 91 20.5 95 20.5 94 20.5 92 20.5 93 20.5 95 20.5 94 20.5 93 20.5 93 20.5 93 20.5 93 20.5 94 20.5 93 20.5 91 20.5 91 20.5 92 20.5 91 20.5 93 13.5 91 13.5 90 13.5 92 Project Number: 851855-012 Project Name: ArroyoIUnits 2-4 Project Location: 0 Client: 0 Page 2 of 12 Leighton and Associates, Inc 7/1/20 3:12:50PM I 1 I I I I I I 1 I I 1 I I I 1 : I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (“A) Relative (%1 No. Date Of Lot # Elev (ft) Type Field Max Field Opt. ComDaction Remarks S 65 S 66 S 67 S 68 S 69 S 70 S 71 S 72 s 73 s 74 s 75 S 76 s 77 S 78 s 79 S 80 S 81 S 82 S 83 S 84 S 85 S 86 S 87 S 88 S 89 S 90 S 91 S 92 s 93 s 94 s 95 S 96 6/26/01 L 6/27/01 L 6/27/01 L 6/27/01 L 6/27/01 L 6/28/01 L 6/28/01 L 6/28/01 L 7/3/01 71310 1 71310 1 7/3/01 7/3/01 7/3/01 7/5/0 1 7/5/01 7/5/01 7/5/01 7/5/0 1 7/5/0 1 7/5/01 7/5/0 1 7/5/01 7/5/01 7/5/01 7/6/01 71610 1 71610 1 7/6/01 71610 1 L M L L M L L M L L MH L L M M L M L L L L MH 7125101 1 7/25/01 M Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Camino Alegre Camino Alegre Station 42+04 Station 42+63 Station 43+38 Station 43+93 Station 44+49 Station 44+06 Station 46+19 Station 46+96 Station 49+11 Station 49+30 Station 49+67 Station 49+72 Station 50+10 Station 50127 Station 50148 Station 51100 Station 511-46 Station 51+82 Station 52+22 Station 52+50 Station 52+72 Station 53+00 Station 53+30 Station 53+74 Station 54+25 Station 54+56 Station 54+98 Station 54+93 Station 55+12 Station 55+05 Station 41+19 Station41+30 187.0 20 188.0 20 190.0 20 191.0 20 192.0 20 191.0 20 193.0 20 194.0 20 196.0 20 194.5 20 198.0 17 197.0 20 197.0 20 199.0 20 200.0 20 202.0 20 204.0 20 206.0 20 206.0 20 208.0 20 210.0 20 209.0 20 212.0 20 214.0 20 217.0 20 216.0 20 218.0 20 220.0 20 221.0 20 220.0 20 180.0 20 182.0 12 99.1 105.5 19.6 95.7 105.5 19.4 95.2 105.5 20.7 100.6 105.5 22.9 98.3 105.5 20.1 97.2 105.5 18.6 101.3 105.5 21.5 99.3 105.5 19.0 97.2 105.5 22.6 95.6 105.5 23.2 106.7 117.0 11.7 98.9 105.5 20.4 95.9 105.5 21.6 96.4 105.5 21.1 96.7 105.5 20.1 96.1 105.5 22.6 95.8 105.5 22.4 100.3 105.5 20.0 96.5 105.5 18.6 97.7 105.5 21.7 98.0 105.5 19.9 97.2 105.5 20.4 96.3 105.5 21.3 95.4 105.5 21.1 96.5 105.5 20.7 95.3 105.5 21.2 95.7 105.5 20.7 99.2 105.5 20.9 97.1 105.5 19.8 97.4 105.5 21.0 95.2 105.5 20.7 107.7 118.5 14.6 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 10.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 13.5 94 91 90 95 93 92 96 94 92 91 91 94 91 91 92 91 91 95 91 93 93 92 91 90 91 90 91 94 92 92 90 91 Project Number: 851855-012 Project Name: ArroyoNnits 2-4 Project Location: 0 Client: 0 Page 3 of 12 Leighton and Associates, Inc 7/1/20 3:12:50PM I , I I 1 I I f I I 1 ? 1 I 1 1 : I I SUMMARY OF FIELD DENSITY TESTS ______ ~ Test Test Test Location Test Soil Dry Density Moisture ("A) Relative (%) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. Compaction Remarks S 97 7/25/01 I S 98 7/25/01 M S 99 7/25/01 I S 100 7/26/01 I S 101 7/26/01 I S 102 7/26/01 M S 103 7/26/01 I S 104 7/26/01 I S 105 7/26/01 I S 106 7/26/01 M S 107 7/27/01 L S 108 7/27/01 L S 109 7/27/01 L S 110 7/27/01 M S 111 7/27/01 MH S 112 7/27/01 MH S I13 7/30/01 MH S 114 7/30/01 MH S 115 7/30/01 M S 116 7/30/01 M S 117 7130101 M S 118 7/30/01 L S 119 7/30/01 L S 120 7/30/01 M S 121 7/31/01 L S 122 7/31/01 L S 123 7/31/01 L S 124 7/31/01 M S 125 7/31/01 L S 126 7/31/01 M S I27 7/31/01 L S 128 8/1/01 L Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Station 41+01 Station 40+80 Station 39+78 Station 39+23 Station 38+97 Station 38+37 Station 38+22 Station 37+95 Station 37+30 Station 37+07 Station 36+93 Station 36+67 Station 36+41 Station 36+00 Station 38+45 Station 38+45 Station 35+57 Station 35+57 Station 3+66 Station 4+34 Station 4+52 Station 4+86 Station 5+34 Station 5+60 Station 5+75 Station 6+36 Station 6+56 Station 6+71 Station 7108 Station 7+40 Station 7t92 Station 8+15 181.0 12 175.0 20 170.0 12 166.0 12 168.0 12 164.0 12 162.0 20 160.0 12 157.0 12 156.0 12 154.0 12 152.0 12 150.0 12 146.0 12 160.0 12 163.0 12 142.0 12 146.0 12 145.0 12 144.0 7 148.0 7 151.0 IO 152.0 10 151.0 10 154.0 10 155.0 IO 156.0 7 153.0 IO 157.0 IO 156.0 IO 158.5 10 158.0 IO 107.0 118.5 15.1 96.1 105.5 21.9 108.2 118.5 13.8 106.9 118.5 14.2 108.5 118.5 13.9 107.3 118.5 14.1 95.5 105.5 21.7 108.3 118.5 15.2 108.0 118.5 14.6 107.9 118.5 14.0 107.1 118.5 13.9 106.9 118.5 14.3 108.2 118.5 14.3 107.6 118.5 13.6 109.7 118.5 14.9 108.9 118.5 14.5 107.9 118.5 14.7 106.9 118.5 16.3 108.2 118.5 15.2 106.1 116.0 15.1 105.2 116.0 15.7 105.0 114.5 18.9 103.6 114.5 19.5 104.7 114.5 19.3 106.1 114.5 18.1 105.3 114.5 19.3 105.9 116.0 15.0 105.2 114.5 17.2 103.9 114.5 18.6 104.7 114.5 17.1 104.3 114.5 16.9 105.1 114.5 17.8 13.5 90 20.5 91 13.5 91 13.5 90 13.5 92 13.5 91 20.5 91 13.5 91 13.5 91 13.5 91 13.5 90 13.5 90 13.5 91 13.5 91 13.5 93 13.5 92 13.5 91 13.5 90 13.5 91 14.5 91 14.5 91 16.5 92 16.5 90 16.5 91 16.5 93 16.5 92 14.5 91 16.5 92 16.5 91 16.5 91 16.5 91 16.5 92 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 4 of 12 Leighton and Associates, Inc 7/1/20 3:12:50PM I I 1 I I I I i I I I I I I I ) 1 I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (“A) Relative (%) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. Compaction Remarks S 129 8/1/01 M S 130 8/1/01 M S 131 8/1/01 L S 132 8/1/01 M S 133 8/1/01 L S 134 8/l/Ol M S 135 8/2/01 M S 136 8/2/01 MH S 137 8/2/01 MH S 138 8/2/01 L S 139 8/2/01 L S 140 8/2/01 MH S 141 8/2/01 MH S 142 8/2/01 L S 143 8/3/01 M S 144 8/3/01 L S 145 8/3/01 L S 146 8/3/01 L S 147 8/3/01 M S 148 8/3/01 L S 149 8/3/01 L S 150 8/3/01 M S 151 8/3/01 M S 152 8/6/01 L S 153 8/6/01 L S 154 8/6/01 MH S 155 8/6/01 MH S 156 8/6/01 M S 157 8/6/01 L S 158 8/6/01 L S 159 8/7/01 M S 160 8/7/01 L Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Station 8+25 Station 8+35 Station 8155 Station 9+36 Station 9+41 Station 9+68 Station 9+95 Station 6+09 Station 6+09 Station 8+78 Station 8+78 Station 9+ 100 Station 9+00 Station 10+04 Station 10+25 Station 10+35 Station 10+67 Station 10+95 Station I l+20 Station 11+30 Station 11+55 Station 11+85 Station 12+00 Station 12+10 Station 12+15 Station 12+50 Station 12+50 Station 12186 Station 13104 Station 13+25 Station 13152 Station 13+65 153.0 10 157.0 IO 159.0 10 154.0 IO 161.0 IO 160.0 IO 156.0 10 150.0 IO 153.0 10 157.0 10 160.0 10 154.0 IO 159.0 10 161.0 12 158.0 12 161.0 12 162.0 12 161.0 12 156.0 12 163.0 12 162.0 12 164.0 12 158.0 12 164.0 12 162.0 10 156.0 10 161.0 12 163.0 12 162.0 12 159.0 IO 156.0 12 161.0 12 103.9 114.5 20.6 104.6 114.5 20.1 104.2 104.5 106.1 107.7 104.7 104.7 106.2 14.5 19.7 14.5 20.8 14.5 17.8 14.5 18.4 14.5 21.2 14.5 18.6 14.5 19.3 105.0 114.5 19.5 104.8 114.5 18.9 105.1 114.5 20.5 104.0 114.5 20.4 107.7 118.5 15.6 107.2 118.5 16.1 108.3 118.5 17.5 106.9 118.5 16.6 108.9 118.5 15.7 107.7 118.5 16.8 107.5 118.5 15.5 108.1 118.5 17.1 110.6 118.5 14.5 107.5 118.5 15.0 107.1 118.5 14.1 103.6 114.5 17.6 104.1 114.5 18.9 107.5 118.5 15.1 108.7 118.5 16.1 109.0 118.5 15.5 105.1 114.5 20.1 108.1 118.5 17.2 108.5 118.5 16.1 16.5 91 16.5 91 16.5 91 16.5 91 16.5 93 16.5 94 16.5 91 16.5 91 16.5 93 16.5 92 16.5 92 16.5 92 16.5 91 13.5 91 13.5 90 13.5 91 13.5 90 13.5 92 13.5 91 13.5 91 13.5 91 13.5 93 13.5 91 13.5 90 16.5 90 16.5 91 13.5 91 13.5 92 13.5 92 16.5 92 13.5 91 13.5 92 ~~ Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 5 of 12 Leighton and Associates, Inc 7/1/20 3:12:50PM I I I I I 1 I 1 I I I 1 I I I 1 ) \ I SUMMARY OF FIELD DENSITY TESTS rest Test Test Location Test Soil Dry Density Moisture (“h) Relative t%) No. Date Of Lot# Elev(ft) Type Field Max Field Opt. Compaction Remarks 3 161 8/7/01 M 3 162 8/7/01 L 3 163 8/7/01 M 3 164 8/7/01 MH j 165 8/7/01 MH 3 166 8/9/01 M 3 167 8/9/01 L 3 168 8/9/01 M 3 169 8/9/01 M 3 170 8/9/01 L 3 171 8/9/01 L S 172 8/9/01 MH 3 173 8/9/01 MH 5 174 8/10/01 L 3 175 8/10/01 L S 176 8/10/01 M 3 177 8/10/01 L S 178 8/10/01 L 3 179 8/10/01 M 3 180 8/23/01 L S 181 8/23/01 MH S 182 8/23/01 L S 183 8/24/01 L S 184 8/24/01 M S 185 8/24/01 L S 186 8/24/01 M S 187 8/27/01 L S 188 8/27/01 L S 189 8/27/01 L S 190 8/27/01 M S 191 8/27/01 L S 192 8/27/01 L Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Corte Del Cruce Corte Del Cruce Corte Del Cruce Corte Del Cruce Corte Del Cruce Corte Del Cruce Corte Del Cruce Cone Del Cruce Curte Del Cruce Cone Del Cruce Cone Del Cruce Corte Del Cruce Corte Del Cruce Curte Del Cruce Corte Del Cruce Corle Del Cruce Corte Del Cruce Corte Del Cruce Corte Del Cruce Corte Del Cruce Cone Del Cruce Curte Del CNCe Corte Del Cruce Cone Del Cruce Curte Del Cruce Curte Del CNCe COrte Del CNCe Station 14+13 Station 14+40 Station 14+80 Station 15+50 Station 15+50 Station 1 +7 1 Station 2+01 Station 2+15 Station 2+35 Station 2+68 Station 3+03 Station 3+22 Station 3+22 Station 3+38 Station 3+61 Station 3+85 Station 4+22 Station 4+62 Station 5+15 Station 5+33 Station 5+39 Station 5+45 Station 5+55 Station 5+92 Station 6126 Station 6+52 Station 6+86 Station 6+91 Station 7+46 Station 7+8l Station 8+11 Station 8+34 160.0 12 159.0 12 155.0 12 153.0 12 157.0 12 157.0 12 161.0 12 160.0 12 163.0 12 163.0 12 166.0 12 162.0 12 167.0 12 168.0 12 163.0 12 165.0 12 170.0 12 172.0 12 174.0 12 176.0 13 172.0 20 177.0 20 178.0 13 174.0 20 177.0 20 179.0 20 178.0 12 180.0 12 182.0 12 178.0 20 181.0 12 183.0 12 109.1 118.5 16.5 107.6 118.5 14.8 107.9 118.5 15.6 108.1 118.5 15.2 108.0 118.5 16.1 106.9 118.5 14.7 107.5 118.5 15.8 108.1 118.5 17.1 109.6 107.1 107.5 106.8 108.0 107.7 106.9 18.5 16.3 18.5 16.7 18.5 16.3 18.5 16.0 18.5 15.9 18.5 17.1 18.5 16.3 107.1 118.5 16.3 107.0 118.5 16.2 107.5 118.5 15.9 108.0 118.5 15.8 103.8 111.5 19.1 96.1 105.5 22.6 98.7 105.5 23.1 102.7 111.5 20.7 100.5 105.5 21.5 98.2 105.5 21.1 99.3 105.5 22.2 107.8 118.5 16.1 110.2 118.5 14.5 107.0 118.5 14.7 97.3 105.5 21.7 106.9 118.5 15.9 107.8 118.5 15.2 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 18.5 20.5 20.5 18.5 20.5 20.5 20.5 13.5 13.5 13.5 20.5 13.5 13.5 92 91 91 91 91 90 91 91 92 90 91 90 91 91 90 90 90 91 91 93 91 94 92 95 93 94 91 93 90 92 90 91 Project Number: 851855-012 Project Name: ArroyolUnits 2-4 Project Location: 0 Client: 0 Page 6 of 12 Leighton and Associates, Inc 7/1/20 3:12:50PM I I I I I I I I I I I 1 I 1 I I \ I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture ("A) Relative PA) NO. Date Of Lot# Elev (ft) Type Field Max Field Opt. Compaction Remarks S 193 S 194 S 195 S 196 S 197 S 198 S 199 S 200 s 201 s 202 S 203 S 204 S 205 S 206 S 207 s 208 S 209 s 210 S 211 s 212 S 213 S 214 S 215 S 216 S 217 S 218 S 219 s 220 s 221 s 222 S 223 S 224 8/27/01 L 8/28/01 L 8/28/01 M 8/28/01 M 8/29/01 L 8/29/01 M 8/29/01 M 8/29/01 L 8/29/01 MH 8/31/01 M 8/31/01 L 8/31/01 L 8/31/01 M 8/31/01 L 8/31/01 L 8/31/01 M 8/31/01 L 9/4/01 M 9/4/01 M 9/4/01 L 9/5/01 L 9/5/01 M 9/7/01 L 9/7/01 M 9/7/01 M 9/10/01 L 9/10/01 M 9/11/01 L 9/11/01 M 9/12/01 L 9/12/01 M 9/12/01 L Cone Del Cruce Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Station 8+65 Station 28+68 Station 28+41 Station 28+10 Station 27+88 Station 27+70 Station 27+3 1 Station 27103 Station 26+80 Station 15190 Station 16+48 Station 16+48 Station 17+05 Station 17+54 Station 17+59 Station 17+91 Station 18+09 Station 18+40 Station 18+70 Station 18+93 Station 19+59 Station 20+21 Station 20+58 Station 20+90 Station 2 1+48 Station 21+78 Station 22+55 Station 23+05 Station 23195 Station 24+61 Station 24+90 Station 25+21 179.0 12 128.0 12 125.0 12 130.0 12 127.0 12 131.0 12 126.0 12 132.0 12 129.0 12 158.0 20 154.0 14 156.0 14 152.0 20 148.0 2 150.0 3 144.0 20 146.0 12 140.0 II 143.0 14 142.0 I1 138.0 12 136.0 12 139.0 12 132.0 12 135.0 14 137.0 3 130.0 12 135.0 3 132.0 11 134.0 11 128.0 12 131.0 12 107.1 118.5 16.3 109.2 118.5 17.1 111.8 118.5 16.3 108.6 118.5 16.5 109.5 118.5 17.1 107.5 118.5 18.3 107.9 118.5 16.2 106.9 118.5 15.9 107.7 118.5 16.3 96.2 105.5 21.5 111.7 122.0 12.7 110.8 122.0 13.1 97.9 105.5 20.8 110.7 121.5 16.7 94.1 103.5 22.9 97.2 105.5 22.1 107.1 118.5 15.8 110.3 122.0 16.1 112.1 122.0 12.2 110.0 122.0 13.6 107.1 118.5 15.1 109.2 118.5 15.8 106.9 118.5 14.7 107.4 118.5 15.0 111.7 122.0 12.1 95.2 103.5 22.9 108.5 118.5 14.1 94.6 103.5 23.6 112.2 122.0 13.1 110.6 122.0 12.9 109.8 118.5 12.8 111.7 118.5 13.6 13.5 90 13.5 92 13.5 94 13.5 92 13.5 92 13.5 91 13.5 91 13.5 90 13.5 91 20.5 91 11.5 92 11.5 91 20.5 93 13.0 91 22.0 91 20.5 92 13.5 90 12.5 90 11.5 92 12.5 90 13.5 90 13.5 92 13.5 90 13.5 91 11.5 92 22.0 92 13.5 92 22.0 91 12.5 92 12.5 91 13.5 93 13.5 94 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 7 of 12 Leighton and Associates, Inc 7/1/20 3:12:50PM I I I I I I I I I I I I I I I I 1 I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (%) Relative ("A) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. Comoaction Remarks S 225 S 226 S 227 S 228 S 229 S 230 S 231 S 232 S 233 S 234 S 235 S 236 S 237 S 238 S 239 S 240 S 241 S 242 S 243 S 244 S 245 S 246 S 247 S 248 S 249 S 250 S 251 S 252 S 253 S 254 S 255 S 256 9/12/01 M 9/12/01 M 9/12/01 L 10/29/01 M 10/29/01 L 10/29/01 M 10/29/01 L 10/31/02 M 10/31/02 L 10/31/02 L 10/31/02 M 10/31/02 M 10/31/02 L 10/31/02 M 10/31/02 L 10/31/02 M 10/31/02 L 10/31/02 M 10/31/01 M 11/1/01 MH 11/1/01 MH 11/1/01 MH 11/1/01 MH 11/2/01 MH 11/6/01 M 11/6/01 M 11/7/01 M 11/7/01 M 11/7/01 M 11/8/01 MH 11/8/01 MH 11/8/01 MH Avenida Del Alba Avenida Del Alba Avenida Del Alba Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Storm Drain Line A Avenida Del Alba Avenida Del Alba Line A Line A Line A Line A Line A Line A Line A Line A Station 25+76 Station 26110 Station 26+41 Station 34+84 Station 34+63 Station 34+42 Station 34+00 Station 33+60 Station 33+50 Station 33+25 Station 33+40 Station 33+06 Station 32+59 Station 29+00 Station 29+88 Station 30+54 Station 30+96 Station 31+75 Station 32+04 Station 32+37 Station 32+37 Station 5+91 Station 30+01 Station 30101 Station 5+42 Station 4+90 Station 4+00 Station 3+25 Station 2+69 Station 3+60 Station 3+60 Station 4+43 132.0 12 126.0 12 131.0 12 138.0 18 140.0 18 136.0 I8 138.0 20 130.0 18 134.0 20 132.0 18 133.0 18 128.0 18 127.0 18 125.0 15 128.0 18 123.0 I8 127.0 18 124.0 14 126.0 18 122.0 18 126.0 18 125.0 I8 123.0 I8 127.0 12 128.0 18 125.0 12 126.0 12 127.0 18 126.0 18 124.0 18 127.0 18 124.0 12 109.2 118.5 12.8 108.4 118.5 14.1 108.5 118.5 13.2 108.2 118.0 12.6 108.9 118.0 13.8 106.9 118.0 13.2 96.2 105.5 22.6 108.9 118.0 14.1 95.8 107.5 109.2 107.4 106.5 108.2 108.5 109.9 107.4 110.5 106.9 107.5 107.5 108.3 107.6 108.1 106.7 107.2 106.9 35.5 21.7 18.0 12.7 18.0 15.1 18.0 14.2 18.0 14.6 19.5 13.7 18.0 15.1 18.0 13.2 18.0 12.1 22.0 13.7 18.0 13.7 18.0 15.0 18.0 14.8 18.0 14.2 18.0 13.9 18.5 12.9 18.0 13.2 18.5 14.7 18.5 13.8 108.5 118.0 12.6 109.2 118.0 14.2 107.1 118.0 13.9 110.6 118.0 15.0 107.1 118.5 14.7 13.5 92 13.5 91 13.5 92 13.5 92 13.5 92 13.5 91 20.5 91 13.5 92 20.5 91 13.5 91 13.5 93 13.5 91 13.5 90 12.5 91 13.5 92 13.5 93 13.5 91 11.5 91 13.5 91 13.5 91 13.5 91 13.5 92 13.5 91 13.5 91 13.5 90 13.5 90 13.5 90 13.5 92 13.5 93 13.5 91 13.5 94 13.5 90 Project Number: 851855-012 Project Name: ArroyolUnits 2-4 Project Location: 0 Client: 0 Page 8 of 12 Leighton and Associates, Inc 7/1/20 3:12:50PM I I I I I I i \ I I I I I I 1 1 I 1 I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (%) Relative (%) No. Date Of Lot# Elev (ft) Type Field Max Field Opt. Compaction Remarks S 257 S 258 S 259 S 260 S 261 S 262 S 263 S 264 S 265 S 266 S 267 S 268 S 269 S 270 S 271 S 272 S 272A S 273 S 274 S 275 S 276 S 277 S 278 S 279 S 280 S 281 S 282 S 283 S 284 S 285 S 286 S 287 11/8/01 MH 4/10/02 M 4110102 M 4/10/02 M 4/12/02 M 4/15/02 M 4/15/02 M 4/15/02 M 4/15/02 M 4/16/02 M 4/16/02 M 4/16/02 M 4/16/02 M 4/16/02 L 4/16/02 M 4/16/02 L 4/16/02 L 4/16/02 L 4/16/02 L 4/16/02 L 4/16/02 L 4/16/02 M 4/16/02 L 4/16/02 MH 4/16/02 M 4/16/02 L 4/16/02 M 4/17/02 MH 4/17/02 M 4/17/02 MH 4/17/02 MH 4/17/02 L Line A Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Line A Line A Line A Line A Line A Line A Line A Line A Avenida Secreto Avenida Secreto Avenida Secreta Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreta Avenida Secreta Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreta Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Station 4+43 Station 2+33 Station 2+60 Station 3+00 Station 3+40 Station 1+15 Station 1135 Station 1+85 Station 1+65 Station 2+15 Station 2+53 Station 2+73 Station 3+10 Station 0+98 Station 1+27 Station 2+99 Station 2+99 Station 3+19 Station 2+60 Station 2+5 1 Station 2+08 Station 1+85 Station 6+16 Station 6+10 Station 4+10 Station 4+39 Station 5+85 Station 2+65 Station 2+60 Station 2+15 Station 1+85 Station 3+97 126.0 18 109.0 19 114.0 19 112.0 19 113.0 19 108.0 19 113.0 19 109.0 19 117.0 17 115.0 17 118.0 17 114.0 17 116.0 17 119.0 19 118.0 19 123.0 20 123.0 20 125.0 21 123.0 23 122.0 23 121.0 23 120.0 17 135.0 19 133.0 19 126.0 19 130.0 19 131.0 17 120.0 23 121.0 20 121.0 19 108.0 23 126.0 19 109.0 118.0 13.8 110.3 120.5 16.4 109.1 120.5 17.1 110.0 120.5 16.6 113.0 120.5 16.2 109.9 120.5 16.6 110.7 120.5 17.3 109.8 120.5 17.5 106.2 117.0 16.1 107.8 117.0 15.5 108.3 117.0 14.8 107.1 117.0 15.6 106.0 117.0 13.6 112.5 120.5 16.3 110.9 120.5 15.5 91.6 105.5 18.9 95.7 105.5 21.6 112.0 123.0 16.7 102.6 111.5 18.3 101.4 111.5 20.5 101.7 111.5 19.3 107.9 117.0 14.7 113.6 120.5 14.7 112.4 120.5 14.2 108.7 120.5 16.1 109.8 120.5 15.3 106.0 117.0 12.2 102.9 111.5 20.3 96.8 105.5 21.9 108.2 120.5 15.6 104.9 111.5 17.5 108.6 120.5 16.9 13.5 92 12.5 92 12.5 91 12.5 91 12.5 94 12.5 91 12.5 92 12.5 91 10.5 91 10.5 92 10.5 93 10.5 92 10.5 91 12.5 93 12.5 92 20.5 87 20.5 91 12.0 91 16.5 92 16.5 91 16.5 91 10.5 92 12.5 94 12.5 93 12.5 90 12.5 91 10.5 91 16.5 92 20.5 92 12.5 90 16.5 94 12.5 90 RT ON 272A RT OF 272 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 9 of 12 Leightnn and Associates, Inc 7/1/20 3:12:50PM I I I I I 1 I 1 I I 1 I I I I I I I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture ("h) Relative ("A) NO. Date Of Lot # Elev (ft) Type Field Max Field Opt. ComDaction Remarks S 288 4/17/02 M S 289 4/17/02 L S 290 4/17/02 M S 291 4/17/02 MH S 292 4/17/02 M S 293 4/17/02 M S 294 4/17/02 L S 295 4/17/02 M S 296 4/18/02 M S 297 4/18/02 L S 298 4/18/02 M S 299 4/18/02 L S 300 4/18/02 M S 301 4/18/02 M S 301A 4/18/02 M S 302 4/18/02 M S 303 4/18/02 M S 304 4/18/02 M S 305 4/18/02 MH S 306 4/18/02 MH S 307 4/18/02 M S 308 4/18/02 M S 309 4/19/02 M S 310 4/22/02 L S 31 1 4/22/02 M S 312 4/22/02 M S 313 4/22/02 L S 314 4/22/02 M S 315 4/23/02 M S 316 4/23/02 M S 317 4/25/02 MH S 318 4/25/02 MH Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Station 4+95 Station 0+93 Station 6+50 Station 0+80 Station 3+75 Station 6+70 Station 6+67 Station 7+20 Station 7+50 Station 7+70 Station 7+80 Station 7+94 Station 8+25 Station 8+60 Station 8+60 Station 4+00 Station 4+40 Station 4+60 Station 5+05 Station 5+10 Station 5+50 Station 5+90 Station 6+10 Station 6+43 Station 6+65 Station 7+25 Station 8+34 Station 8+00 Station 8+65 Station 8+65 Station 6+21 Station 6+21 130.0 19 117.0 20 131.0 17 116.0 23 110.0 23 129.0 17 131.0 17 125.0 17 122.0 19 123.0 19 119.0 23 121.5 23 120.0 23 115.0 23 15.0 23 14.0 23 11.0 23 16.0 23 14.0 23 12.0 23 17.0 23 113.0 23 116.0 23 114.0 23 118.0 23 116.0 19 121.0 23 117.0 23 118.0 19 118.0 19 114.0 19 118.0 19 110.2 120.5 14.1 96.2 105.5 20.8 107.4 117.0 15.4 102.1 111.5 17.9 100.6 111.5 17.1 106.9 117.0 14.3 108.4 117.0 14.0 105.1 117.0 15.7 113.4 120.5 13.6 111.0 120.5 13.8 102.9 111.5 18.7 101.8 111.5 20.4 103.8 111.5 17.5 96.3 111.5 16.9 101.6 111.5 17.5 103.5 111.5 16.6 100.6 111.5 19.8 102.9 111.5 17.8 105.1 111.5 16.9 104.0 111.5 16.9 101.2 111.5 17.5 103.4 111.5 16.6 105.4 111.5 16.9 106.4 111.5 16.4 104.5 111.5 16.8 111.3 120.5 14.5 103.9 111.5 16.2 104.6 111.5 17.0 109.9 120.5 15.2 108.8 120.5 12.9 110.6 120.5 15.3 112.6 120.5 16.1 12.5 91 20.5 91 10.5 92 16.5 92 16.5 90 10.5 91 10.5 93 10.5 90 12.5 94 12.5 92 16.5 92 16.5 91 16.5 93 16.5 86 16.5 91 16.5 93 16.5 90 16.5 92 16.5 94 16.5 93 16.5 91 16.5 93 16.5 95 16.5 95 16.5 94 12.5 92 16.5 93 16.5 94 12.5 91 12.5 90 12.5 92 12.5 93 RT ON 301A RT OF 301 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Parre 10 of 12 I 7/1/20 3:12:50PM Leighton and Associates, Inc I I I I I I I 1 1 I I I I 1 I I I I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (Oh) Relative (%) No. Date Of Lot# Elev (ft) Type Field Max Field Opt. ComDaction Remarks S 319 S 320 S 321 S 322 S 323 S 324 S 325 S 326 S 327 S 328 S 329 S 330 S 331 S 332 s 333 s 334 s 335 S 336 s 337 s 338 s 339 S 340 S 341 S 342 s 343 s 344 s 345 S 346 s 347 S 348 s 349 S 350 4/26/02 MH 4/26/02 MH 4/29/02 L 4/29/02 M 4/29/02 MH 4/29/02 MH 4/29/02 M 4/29/02 L 4/30/02 M 4/30/02 M 5/3/02 M 5/3/02 L 5/3/02 L 5/6/02 M 5/6/02 L 5/6/02 M 5/6/02 L 5/6/02 L 5/7/02 L 5/7/02 M 5/7/02 M 5/7/02 M 517102 L 5/8/02 M 5/8/02 L 5/9/02 M 5/9/02 M 5/9/02 L 5/9/02 L 5/9/02 M 5/9/02 M 5/9/02 L Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Sitio Toledo Sitio Toledo Sitio Toledo Sitio Toledo Sitio Toledo Sitio Toledo Sitio Toledo Sitio Toledo Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Station 7+74 Station 7+74 Station 9+37 Station 9+60 Station 9+88 Station 9+88 Station 10+30 Station 10+60 Station 1+25 Station 1+50 Station 3+22 Station 3+03 Station 2+55 Station 2+45 Station 2+24 Station 1+65 Station 0+99 Station 0+94 Station I1+23 Station 11+45 Station 11+75 Station 12+40 Station 12+45 Station 13+00 Station 16+46 Station 16+35 Station 16+10 Station 15+95 Station 15+85 Station 15+56 Station 15+10 Station 14+75 115.0 19 119.0 19 116.0 17 120.0 17 116.0 17 120.0 17 119.0 17 122.0 17 107.0 19 111.0 19 124.0 17 128.0 17 130.0 17 129.0 17 133.0 17 135.0 17 139.0 17 138.0 17 129.0 19 121.0 19 128.0 19 125.0 19 130.0 19 130.0 19 127.0 19 125.0 19 129.0 19 128.0 19 125.0 19 127.0 19 130.0 19 129.0 19 109.7 120.5 15.7 110.0 120.5 13.5 110.3 117.0 12.3 108.5 117.0 10.7 109.2 117.0 11.1 109.5 117.0 11.5 109.0 117.0 10.9 107.3 117.0 11.6 109.9 120.5 14.7 108.6 120.5 16.3 105.8 117.0 12.6 107.3 117.0 10.7 107.1 117.0 11.1 107.8 117.0 12.1 106.1 117.0 10.9 108.5 117.0 10.5 109.1 117.0 11.6 106.1 117.0 12.6 111.6 120.5 14.1 109.2 120.5 15.6 108.9 120.5 12.8 110.1 120.5 13.1 109.9 120.5 13.7 111.0 120.5 12.9 109.4 120.5 13.6 110.1 120.5 13.4 109.6 120.5 13.7 112.1 120.5 13.6 109.7 120.5 14.7 110.6 120.5 14.5 109.9 120.5 15.1 110.1 120.5 13.2 12.5 12.5 10.5 10.5 10.5 10.5 10.5 10.5 12.5 12.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 91 91 94 93 93 94 93 92 91 90 90 92 92 92 91 93 93 91 93 91 90 91 91 92 91 91 91 93 91 92 91 91 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 11 of 12 Leighton and Associates, Inc 7/1/20 3:12:50Ph, I I I I 1 I I I I I I I I SUMMARY OF FIELD DENSITY TESTS I I I I I I Test Test Test Location Test Soil Dry Density Moisture (“A) Relative (‘A1 No. Date Of Lot # Elev (ft) Type Field Max Field Opt. Compaction Remarks S 351 S 352 s 353 s 354 s 355 S 356 s 357 S 358 s 359 S 360 S 361 S 362 S 363 S 364 S 365 S 366 S 367 5/9/02 M 5/9/02 L 5/9/02 M 5/10/02 M 5110102 L 5/10/02 M 5110102 L 5/10/02 M 5/10/02 M 5/10/02 M 5/10/02 L 5/10/02 M 5/13/02 L 5/13/02 L 5/13/02 MH 5/14/02 MH 5/14/02 MH Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Sitio Andalucia Sitio Andalucia Sitio Andalucia Sitio Andalucia Sitio Andalucia Sitio Andalucia Sitio Andalucia Sitio Andalucia Sitio Andalucia Avenida Aragon Sitio Toledo Sitio Andalucia Station 14+50 Station 14+26 Station 14+35 Station 13180 Station 13+89 Station 1+14 Station 1+37 Station 1+50 Station 1+65 Station 2+15 Station 2+45 Station 2+62 Station 1+07 Station 0+98 Station 13+38 Station 0+66 Station 0+93 124.0 19 108.9 120.5 13.6 131.0 19 109.7 120.5 12.9 126.0 19 110.0 120.5 14.1 125.0 19 109.6 120.5 13.7 131.0 19 112.9 120.5 14.1 140.0 23 104.3 111.5 17.1 139.0 23 101.7 111.5 16.9 135.0 23 102.0 111.5 16.5 137.0 23 102.7 111.5 17.7 131.0 23 102.1 111.5 16.3 133.0 23 103.5 111.5 17.8 126.0 23 100.9 111.5 18.0 141.0 17 108.2 117.0 14.1 140.0 17 107.5 117.0 13.6 126.0 17 107.9 117.0 14.7 139.0 17 108.4 117.0 12.7 138.0 17 110.3 117.0 13.6 12.5 90 12.5 91 12.5 91 12.5 91 12.5 94 16.5 94 16.5 91 16.5 91 16.5 92 16.5 92 16.5 93 16.5 90 10.5 92 10.5 92 10.5 92 10.5 93 10.5 94 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 12 of 12 Leighton and Associates, Inc 7/1/20 3:12:50PM I 1 I I I I ! I I I 1 I I I I I I I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (%) Relative (%) No. Date Of Lot# Elev (ft) Type Field Max Field Opt. ComDaction Remarks WI w2 w3 w4 w5 W6 w7 W8 w9 w IO w 11 w 12 W 13 W 14 W 15 W 16 W 17 w 18 W 19 w 20 w 21 w 22 W 23 W 24 W 25 W 25A W 26 W 26A W 27 7/11/01 s 7/11/01 S 7/11/01 s 7/12/01 S 7/12/01 S 7/18/01 S 7/18/01 S 7/18/01 s 8/7/01 L 8/7/01 L 8/7/01 L 8/7/01 L 8/7/01 L 8/7/01 L 8/7/01 L 8/7/01 L 8/7/01 FH 8/7/01 L 8/7/01 L 8/24/01 L 8/24/01 M 8/24/01 L 8/24/01 M 8/27/01 L 8/27/01 L 8/27/01 L 8/27/01 M 8/27/01 M 8/27/01 L W 27A 8/27/01 L W 28 8/27/01 L W 28A 8/27/01 L Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino AIegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Station 421-46 Station 43+59 Station 44+62 Station 46+70 Station 49+53 Station 5 1+44 Station 54S28 Station 52+76 Station 54+88 Station 53+84 Station 52+82 Station 51+21 Station 50+37 Station 49+11 Station 48+04 Station 47+17 Station 46+3 1 Station 45+16 Station 42+38 Station 41+55 Station 41+30 Station 40+5 1 Station 40+05 Station 39+87 Station 39+12 Station 39+12 Station 39+45 Station 39+45 Station 38+09 Station 38+09 Station 37+63 Station 37+63 175.5 22 176.0 22 178.0 22 182.0 22 190.5 22 204.0 22 217.0 22 210.0 22 222.0 20 217.0 20 212.0 20 205.0 20 201.0 20 198.0 20 197.0 13 196.0 13 195.0 20 193.5 20 190.5 12 186.0 12 184.0 12 179.0 13 176.0 12 175.0 12 170.0 12 170.0 12 172.5 12 172.5 12 164.0 20 164.0 20 160.0 12 160.0 12 116.3 128.0 8.9 115.8 128.0 9.2 116.2 128.0 10.1 117.4 128.0 10.7 116.2 128.0 9.8 116.3 128.0 9.7 115.8 128.0 8.8 115.5 128.0 9.2 97.2 105.5 22.6 96.1 105.5 21.5 97.8 105.5 20.8 95.1 105.5 20.6 96.5 105.5 21.7 96.0 105.5 20.1 102.3 111.5 17.9 103.0 111.5 18.1 97.5 105.5 20.6 95.6 105.5 20.0 107.0 118.5 14.7 110.1 118.5 13.2 109.5 118.5 15.2 100.9 108.3 107.6 103.2 107.9 104.5 11.5 20.0 18.5 15.6 18.5 15.2 18.5 14.9 18.5 15.2 18.5 14.6 109.2 118.5 15.0 91.2 105.5 20.1 96.1 105.5 20.6 103.0 118.5 14.0 107.9 118.5 13.9 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 20.5 20.5 20.5 20.5 20.5 20.5 18.5 18.5 20.5 20.5 13.5 13.5 13.5 18.5 13.5 13.5 13.5 13.5 13.5 13.5 20.5 20.5 13.5 13.5 91 90 91 92 91 91 90 90 92 91 93 90 91 91 92 92 92 91 90 93 92 90 91 91 87 91 88 92 86 91 87 91 RT ON 25A RT OF 25 RT ON 26A RT OF 26 RT ON 27A RT OF 27 RT ON 28A RT OF 28 Project Number: 851855-012 Project Name: ArroyolUnits 2-4 Project Location: 0 Client: 0 Page I of 5 - Leighton and Associates, Inc 7/1/20 3:13:41PM I I I I I I I 1 I I I I I SUMMARY OF FIELD DENSITY TESTS I I I I I Test Test Test Location Test Soil Dry Density Moisture (“A) Relative (Oh) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. ComDaetion Remarks W 29 8/27/01 L W 29A 8/27/01 L W 30 8/27/01 M W 31 8/27/01 L W 32 8/27/01 L W 33 9/6/01 M W 34 9/6/01 L W 35 9/6/01 L W 36 9/6/01 L W 37 9/6/01 M W 38 9/10/01 M W 39 9/10/01 L W 40 9/10/01 M W 41 9/10/01 L W 42 9110101 M w 43 9/10/01 L W 44 9/10/01 M W 45 9/14/01 L W 46 9/14/01 L W 47 9/14/01 L W 48 9/14/01 M W 49 9/18/01 B W 50 9/18/01 B W 51 9/18/01 B W 52 9/18/01 B W 53 9/18/01 B W 54 9/18/01 B W 55 10/2/01 M W 56 10/2/01 L w 57 10/2/01 L w 58 10/2/01 L w 59 10/2/01 L Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Corte Del Cruce Corte Del Cruce Cone Del Cruce Cone Del Cruce Corte Del Cruce Cone Del Cruce Cone Del Cruce Cone Del Cruce Cone Del Cruce Corte Del Cruce Cone Del CNCe Station 37+40 Station 37+40 Station 36190 Station 36+31 Station 36+26 Station 4+60 Station 5+86 Station 6+66 Station 7+18 Station 7+54 Station 8+45 Station 8+86 Station 9+52 Station 10+14 Station 10+90 Station 11+40 Station 11+90 Station 12+20 Station 12+25 Station 14+25 Station 14+00 Station 2+00 Station 3+25 Station 4150 Station 5t75 Station 7+00 Station 8+10 Station 1+75 Station 1+63 Station 2+63 Station 3+71 Station 4+12 158.0 12 158.0 12 154.0 20 152.0 12 152.0 12 151.0 12 154.0 12 156.5 12 158.0 12 158.5 16 159.5 12 160.0 16 160.5 12 161.5 12 162.0 12 163.0 12 163.5 12 164.0 12 163.5 12 161.0 12 161.5 12 162.5 22 168.5 22 171.5 22 177.0 22 179.0 22 180.5 22 161.0 17 160.0 17 164.0 17 169.5 20 171.5 20 101.7 118.5 13.2 109.2 118.5 14.6 95.9 105.5 21.1 109.7 118.5 15.1 109.1 118.5 14.5 108.1 118.5 14.2 108.9 118.5 13.6 107.7 118.5 15.2 108.5 118.5 13.8 110.1 120.0 12.9 109.2 118.5 13.7 109.6 120.0 14.1 107.5 118.5 14.6 108.6 118.5 15.2 106.9 118.5 14.0 107.2 118.5 14.9 109.5 118.5 13.7 108.7 118.5 14.1 107.1 118.5 13.8 108.2 118.5 15.1 107.5 118.5 15.0 115.4 128.0 7.6 116.1 128.0 8.1 115.9 128.0 8.0 116.3 128.0 8.9 116.5 128.0 9.2 115.6 128.0 7.9 107.1 117.0 11.6 106.9 117.0 12.8 106.0 117.0 11.9 96.1 105.5 21.7 95.2 105.5 20.2 13.5 13.5 20.5 13.5 13.5 13.5 13.5 13.5 13.5 12.5 13.5 12.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 9.0 9.0 9.0 9.0 9.0 9.0 10.5 10.5 10.5 20.5 20.5 86 RT ON 29A 92 RT OF 29 91 93 92 91 92 91 92 92 92 91 91 92 90 90 92 92 90 91 91 90 91 91 91 91 90 92 91 91 91 90 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 2 of 5 7/1/20 3:13:42PM Leighton and Associates, Inc ! I I I I I I I I I 1 I I I I 1 1 I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture ("A) Relative (%) No. Date Of Lot# Elev (ft) Type Field Max Field Opt. Compaction Remarks W 60 W 61 W 62 W 63 W 64 W 65 W 66 W 67 W 68 W 69 W 70 W 71 W 72 w 73 w 74 w 75 W 76 w 77 W 78 w 79 w so w 81 W 82 W 83 W 84 w 85 W 86 W 87 W 88 W 89 W 90 W 91 1013/01 M 10/3/01 L 1013101 HL 1013/01 M 10/3101 L 1014101 M 1014/01 L 10/4/01 L 1014101 HL 1014101 M 10/4/01 L 10/4/01 L 1014101 M 1015101 L 1015101 L 1015/01 M 1015101 L 1015101 M 1015101 L 1015101 M 10/9/01 L 1019101 M IO19/01 M 10/9/01 L 1019101 M 11114101 M ll114/0l L 111l410l M 11114101 L l111410l M 11114101 L 11114101 L Corte Del Cruce Corte Del Cruce Corte Del Cruce Cone Del Cruce Cone Del Cruce Corte Del Cruce Corte Del Cmce Corte Del Cruce Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Station 4+69 Station 5+42 Station 5+84 Station 6+46 Station 7+06 Station 7+90 Station 8+21 Station 8+68 Station 20+68 Station 221-00 Station 22+28 Station 23+60 Station 24+61 Station 25+11 Station 14+99 Station 16+22 Station 16+37 Station 17+00 Station 17+92 Station 18+43 Station 25+66 Station 26+3 1 Station 27+60 Station 28+58 Station 29+18 Station 35+05 Station 34+92 Station 34+30 Station 34+15 Station 33+65 Station 32+81 Station 32+18 174.0 20 178.0 20 179.5 20 180.5 17 181.5 17 182.0 20 182.5 20 183.0 20 139.0 17 138.0 17 137.5 17 136.0 17 135.0 17 134.5 17 159.5 I8 157.5 IS 157.0 18 154.0 IS 148.5 17 145.5 17 134.0 12 133.0 12 132.5 12 131.0 12 130.5 12 144.0 20 143.0 12 140.0 12 139.0 12 136.0 12 132.0 20 128.5 12 96.0 105.5 22.5 95.8 105.5 22.0 97.2 105.5 21.4 108.4 117.0 11.7 107.4 117.0 13.1 98.6 105.5 22.8 95.7 105.5 20.3 97.4 105.5 21.3 106.3 117.0 13.2 108.2 117.0 12.6 107.4 117.0 14.1 106.9 117.0 13.5 105.8 117.0 12.9 107.0 117.0 12.4 108.6 118.0 16.1 111.2 118.0 13.7 109.0 118.0 14.4 108.3 118.0 14.0 107.1 117.0 12.6 108.0 117.0 13.1 108.1 118.5 16.1 107.2 118.5 13.4 107.4 118.5 14.4 107.1 118.5 14.8 109.6 118.5 14.7 95.2 105.5 22.6 107.5 118.5 12.7 106.9 118.5 14.3 108.7 118.5 13.8 108.1 118.5 13.1 96.3 105.5 21.9 107.7 118.5 12.9 20.5 20.5 20.5 10.5 10.5 20.5 20.5 20.5 10.5 10.5 10.5 10.5 10.5 10.5 13.5 13.5 13.5 13.5 10.5 10.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 13.5 13.5 13.5 20.5 13.5 91 91 92 93 92 93 91 92 91 92 92 91 90 91 92 94 92 92 92 92 91 90 91 90 92 90 91 90 92 91 91 91 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 3 of 5 I Leighton and Associates, Inc 7/1/20 3:13:42PM I I I I I I I I 1 I 1 I I 1 I I I I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (Oh) Relative (%) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. ComDaction Remarks W 92 w 93 w 94 W 95 W 96 w 97 W 98 w 99 w 100 w 101 W 102 W 103 W 104 W 105 W 106 W 107 w IO8 W 109 w 110 w 111 W 112 W 113 W 114 W 115 W 116 W 117 w 118 W 119 W 120 W 121 w 122 W 123 11/15/01 M 11/15/01 L 11/15/01 L 11/15/01 M 12/10/01 M 12/10/01 M 5/6/02 M 5/6/02 M 5/6/02 M 5/6/02 M 5/15/02 L 5/15/02 M 5/15/02 L 5/15/02 M 5/15/02 L 5/15/02 L 5/15/02 M 5/15/02 L 5/15/02 M 5/15/02 L 5/15/02 M 5/15/02 L 5/15/02 M 5/15/02 L 5/15/02 L 5/15/02 M 5/16/02 M 5/16/02 L 5/16/02 L 5/16/02 M 5/16/02 L 5/16/02 L Camino Del Alba Camino Del Alba Camino Del Alba Camino Del Alba Camino La Cima Camino La Cima Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Sitio Toledo Sitio Toledo Sitio Toledo Sitio Toledo Sitio Toledo Station 29+62 Station 29+78 Station 30+29 Station 3 1+00 Station 1+51 Station 1+23 Station 2+10 Station 2+60 Station 3+50 Station 4+60 Station 1+08 Station 1 +5 1 Station 2+23 Station 3+15 Station 3+29 Station 3+44 Station 4+80 Station 5+69 Station 6140 Station 6+75 Station 7+75 Station 7+87 Station 6+20 Station 6+59 Station 8+90 Station 8+50 Station 10+30 Station 1+04 Station 1+00 Station 1+70 Station 2+43 Station 2+83 131.0 12 130.0 12 129.0 12 128.0 12 150.0 12 151.0 12 111.0 19 115.0 19 114.0 17 118.0 17 120.0 17 121.5 17 123.0 17 126.0 17 127.0 17 127.0 17 133.0 17 134.0 23 132.0 17 131.0 23 125.0 23 124.0 23 121.0 23 122.0 23 125.0 23 124.0 23 128.0 23 140.0 21 139.5 21 136.0 21 132.0 19 130.0 19 110.1 118.5 14.1 107.2 118.5 15.6 108.3 118.5 15.0 107.1 118.5 14.7 107.2 118.5 14.7 107.5 118.5 15.5 109.1 120.5 13.7 110.6 120.5 14.0 106.3 117.0 11.6 108.2 117.0 12.1 108.3 117.0 12.7 111.6 117.0 12.8 109.3 117.0 13.6 108.9 117.0 12.7 109.7 117.0 13.0 110.0 117.0 14.7 107.2 117.0 11.7 103.6 111.5 17.1 106.5 117.0 18.3 101.2 111.5 18.6 104.7 111.5 16.2 100.9 111.5 17.7 101.7 111.5 20.1 101.2 111.5 19.3 102.3 111.5 17.9 101.9 111.5 19.5 101.2 111.5 18.7 112.6 123.0 15.6 111.8 123.0 14.9 113.0 123.0 12.1 109.6 120.5 13.5 110.9 120.5 16.1 13.5 93 13.5 90 13.5 91 13.5 90 13.5 90 13.5 91 12.5 91 12.5 92 10.5 91 10.5 92 10.5 93 10.5 95 10.5 93 10.5 93 10.5 94 10.5 94 10.5 92 16.5 93 10.5 91 16.5 91 16.5 94 16.5 90 16.5 91 16.5 91 16.5 92 16.5 91 16.5 91 12.0 92 12.0 91 12.0 92 12.5 91 12.5 92 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 4 of 5 Leighton and Associates, Inc 711 /20 3: 13:42PM i I 1 I ! I I I 1 I 1 1 I SUMMARY OF FIELD DENSITY TESTS I I I I t Test Test Test Location Test Soil Dry Density Moisture (%) Relative (%) NO. Date Of Lot# Elev(ft) Type Field Max Field Opt. Comoaction Remarks W 124 W 125 W 126 W 127 W 128 W 129 W 130 W 131 W 132 W 133 W 134 W 135 W 136 W 137 W 138 W 139 W 140 5/16/02 5/16/02 511 6/02 5/16/02 5/16/02 5116102 5/16/02 511 6/02 5/16/02 5/16/02 5/16/02 5/16/02 7/1/03 712103 8/6/03 8/6/03 8/6/03 M L M L M M L M L L L L M M S S M Sitio Toledo Sitio Andalucia Sitio Andalucia Sitio Andalucia Sitio Andalucia Sitio Andalucia Sitio Andalucia Sitio Andalucia Sitio Andalucia Sitio Andalucia Sitio Andalucia Sitio Andalucia Lot 199 Easement Lot 199 Easement Lot 199 Easement Lot 199 Easement Lot 199 Easement Station 3+25 Station 0+94 Station 1+95 Station 2+35 Station 2+70 Station 11+60 Station 12+55 Station 14+20 Station 14+60 Station 15+25 Station 15+79 Station 16+14 Station 2+58 Station 2+38 Station 1+64 Station 1+90 Station 2+10 127.0 19 111.7 141.0 21 110.9 137.0 21 11 1.2 135.0 19 111.0 135.0 21 112.6 130.0 21 111.1 132.0 21 111.7 132.0 21 110.9 131.0 21 112.1 130.0 21 113.2 129.0 21 111.7 129.0 21 111.5 130.0 19 108.3 128.0 19 109.9 126.5 22 115.5 127.0 22 115.6 130.0 19 110.1 120.5 123.0 123.0 120.5 123.0 123.0 123.0 123.0 123.0 123.0 123.0 123.0 120.5 120.5 128.0 128.0 120.5 14.2 14.0 13.0 12.2 14.1 12.8 12.9 13.6 12.9 13.5 13.9 14.7 12.7 12.9 10.0 9.5 12.5 12.5 93 12.0 90 12.0 90 12.5 92 12.0 92 12.0 90 12.0 91 12.0 90 12.0 91 12.0 92 12.0 91 12.0 91 12.5 90 12.5 91 9.0 90 9.0 90 12.5 91 Project Number: 851855-012 Project Name: ArroyoNnits 2-4 Project Location: 0 Client: 0 Page 5 of 5 Leighton and Associates, Inc 7/1/20 3:13:42PM I I I I I I 1 I I I I I I I 1 1 I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture ("A) Relative ("A) No. Date Of Lot# Elev(ft) Type Field Max Field Opt. Comoaction Remarks J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 8/15/01 M 8/15/01 M 8/15/01 X 8/15/01 M 8/15/01 x 8/15/01 X 8/15/01 X 8/15/01 M 8/15/01 X 8/18/01 M 8/18/01 x 8/18/01 X 8/18/01 M 8/18/01 x 8/18/01 x 8/18/01 M 11/8/01 M 11/8/01 x 11/8/01 M 11/8/01 M ll/S/Ol x 11/8/01 M 11/8/01 X 11/8/01 M Il/X/OI x 11/8/01 M 11/8/01 M 11/8/01 x 11/8/01 M 11/8/01 M 11/8/01 x 2/1/02 M Adjacent to Lot 48 Adjacent to Lot 53 Adjacent to Lot 28 Adjacent to Lot 51 Adjacent to Lot 32 Adjacent to Lot 35 Adjacent to Lot 38 Adjacent to Lot 44 Adjacent to Lot 45 Adjacent to Lot 66 Adjacent to Lot 60 Adjacent to Lot 61 Adjacent to Lot 61 Adjacent to Lot 63 Adjacent to Lot 65 Adjacent to Lot 70 Adjacent to Lot 181 Adjacent to Lot 176 Adjacent to Lot 174 Adjacent to Lot 152 Adjacent to Lot 78 Adjacent to Lot 157 Adjacent to Lot 83 Adjacent to Lot 163 Adjacent to Lot 89 Adjacent to Lot 168 Adjacent to Lot 169 Adjacent to Lot 92 Adjacent to Lot 95 Adjacent to Lot 99 Adjacent to Lot 112 Adjacent to Lot 137 212.0 20 198.0 20 196.0 20 195.5 13 200.5 13 211.0 20 219.0 13 222.0 13 220.0 13 197.5 20 195.0 20 193.5 12 192.5 12 192.0 12 191.0 12 191.5 12 185.0 12 168.0 12 157.0 12 150.0 20 155.0 12 158.0 12 160.5 12 163.0 12 164.0 20 161.0 12 159.0 12 161.5 17 167.5 17 178.5 12 182.0 12 129.5 12 96.2 105.5 21.6 97.1 105.5 20.7 96.0 105.5 22.1 101.7 111.5 20.1 102.1 111.5 20.4 95.7 105.5 21.6 100.9 111.5 21.7 101.0 111.5 21.0 102.2 111.5 20.4 96.3 105.5 22.9 101.7 105.5 21.7 108.7 118.5 15.6 109.1 118.5 16.2 107.9 118.5 16.9 108.6 118.5 15.8 108.6 118.5 16.0 108.3 118.5 14.6 108.3 118.5 13.9 107.5 118.5 13.5 96.2 105.5 21.2 107.8 118.5 14.9 108.8 118.5 15.1 107.7 118.5 13.2 108.3 118.5 13.6 95.7 105.5 22.7 109.2 118.5 14.8 108.1 118.5 13.2 109.2 117.0 12.6 110.1 117.0 13.2 108.5 118.5 15.1 107.6 118.5 14.0 106.7 118.5 14.7 20.5 91 20.5 92 20.5 91 18.5 91 18.5 92 20.5 91 18.5 90 18.5 91 18.5 92 20.5 91 20.5 96 13.5 92 13.5 92 13.5 91 13.5 92 13.5 92 13.5 91 13.5 91 13.5 91 20.5 91 13.5 91 13.5 92 13.5 91 13.5 91 20.5 91 13.5 92 13.5 91 10.5 93 10.5 94 13.5 92 13.5 91 13.5 90 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 1 of 2 Leighton and Associates, Inc 711912 IO:29:33AM I I \ I I I 1 I I I I I I I 1 I 1 I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (%) Relative (%) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. Compaction Remarks J I J I J I I J I I J J I J J J I J J J J J J 33 2/1/02 M 34 2/1/02 M 35 2/1/02 x 36 2/1/02 M 37 2/2/02 M 38 2/2/02 M 39 2/2/02 x 40 5/29/02 M 41 5/29/02 M 42 5/29/02 M 43 5/29/02 M 44 5130102 X 45 5/30/02 M 46 5130102 X 47 5/30/02 M 48 5/31/02 M 49 5/31/02 M 50 6/4\02 X 51 6/4\02 M 52 6/4/02 M 53 614102 M 54 614102 X 55 614102 M Adjacent to Lot 141 Adjacent to Lot 145 Adjacent to Lot 146 Adjacent to Lot 134 Adjacent to Lot 129 Adjacent to Lot 125 Adjacent to Lot 171 Avenida Aragon Avenida Aragon Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Aragon Sitio Toledo Sitio Toledo Sitio Toledo Avenida Aragon Sitio Andalucia Sitio Andalucia Avenida Aragon Avenida Aragon Station 2+50 Station 4+70 Station 1185 Station 3+30 Station 3+85 Station 6+20 Station 7+80 Station 7+20 Station 2+50 Station 0+66 Station 1+98 Station I1+30 Station 2+20 Station 0+80 Station 14+25 Station 15+70 128.0 12 131.5 12 136.0 12 132.0 12 137.0 12 138.5 12 154.0 12 116.0 19 119.0 23 121.0 19 127.0 19 129.0 19 133.0 21 125.0 19 123.0 19 132.0 21 141.0 21 135.0 21 130.0 21 136.0 19 141.0 19 132.0 19 130.0 19 108.2 118.5 17.1 107.5 118.5 16.3 107.1 118.5 15.7 109.3 118.5 15.1 107.1 118.5 15.7 108.6 118.5 14.1 107.7 118.5 13.9 110.1 120.5 16.9 104.2 111.5 16.5 109.7 120.5 13.1 110.1 120.5 11.9 110.8 120.5 14.6 112.7 123.0 14.1 109.6 120.5 14.5 111.8 120.5 15.0 112.3 123.0 13.5 112.7 123.0 14.7 113.8 123.0 14.1 111.9 123.0 12.9 110.6 120.5 13.6 111.5 120.5 13.2 109.8 120.5 13.6 110.1 120.5 14.1 13.5 91 13.5 91 13.5 90 13.5 92 13.5 90 13.5 92 13.5 91 12.5 91 16.5 93 12.5 91 12.5 91 12.5 92 12.0 92 12.5 91 12.5 93 12.0 91 12.0 92 12.0 93 12.0 91 12.5 92 12.5 93 12.5 91 12.5 91 ~~ Project Number: 851855-012 Project Name: ArroyolUnits 2-4 Project Location: 0 Client: 0 Page 2 of 2 e Leighton and Associates, Inc 7/1912 10:29:33AN I I I I I I I I I I I I I I 1 I I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (%) Relative (%) No. Date Of Lot# Elev (ft) Type Field Max Field Opt. CornDaction Remarks SG I SG 2 SG 3 SG 4 SG 5 SG 6 SG 7 SG 8 SG 9 SG IO SG II SG 12 SG 13 SG 14 SG 15 SG 16 SG 17 SG 18 SG 19 SG 20 SG 21 SG 22 SG 23 SG 24 SG 25 SG 26 SG 27 SG 28 SG 29 SG 30 SG 31 SG 32 8/30/01 ST 8/30/01 ST 8/30/01 ST 8130101 ST Y/5/01 CG 9/5/01 ST 9/5/01 CG 9/5/01 ST 9/5/01 CG 9/5/01 ST 9/5/01 ST 9/5/01 ST 9/5/01 CG 915101 CG 9/5/01 ST 9/5/01 CG 9/5/01 ST 9/5/01 ST 9/5/01 CG 9/5/01 ST 9/28/01 SW 9/28/01 SW 9/28/01 SW 9/28/01 SW 11/16/01 SW 11/16/01 SW 11/16/01 SW 2/7/02 ST 2/7/02 ST 2/7/02 ST 2/7/02 ST 2/7/02 CG Avenida de Sueno Avenida de Sueno Avenida de Sueno Calle Cordoba L. Side Ave. Sueno Avenida de Sueno L. Side Ave. Sueno Avenida de Sueno R. Side Ave. Sueno Avenida de Sueno Avenida de Sueno R. Side Ave. Sueno L. Side Ave. Sueno L. Side Ave. Sueno Avenida de Sueno R. Side Ave. Sueno Avenida de Sueno Avenida de Sueno L. Side C. Cordoba Calle Cordoba R Side Calle Cordoba R Side Calle Cordoba L Side Calle Cordoba L Side Calle Cordoba R Side Calle Cordoba L Side Calle Cordoba R Side Calle Cordoba R. Side Del Cmce R. Side Del Cmce R. Side Del Cmce L. Side Del Cmce R. Side Del Cruce Station 49+50 Station 47+85 Station 45+55 Station 11-85 Station 55+30 Station 54+60 Station 53+80 Station 53+55 Station 52+00 Station 51+90 Station 50+70 Station 48+90 Station 46+95 Station 44+35 Station 44+35 Station 42+65 Station 42+65 Station 4 1 +65 Station 2+50 Station 1+40 Station 1+68 Station 2t70 Station 2+82 Station 1+98 Station 1+80 Station 1+5 1 Station 1+29 Station 8+50 Station 8+75 Station 8+35 Station 7+76 Station 7+70 0.0 20 0.0 20 0.0 20 0.0 20 0.0 20 0.0 20 0.0 20 0.0 20 0.0 12 0.0 12 0.0 20 0.0 20 0.0 20 0.0 12 0.0 12 0.0 12 0.0 12 0.0 20 0.0 16 0.0 16 0.0 17 0.0 17 0.0 17 0.0 17 0.0 24 0.0 24 0.0 24 0.0 25 0.0 25 0.0 25 0.0 25 0.0 25 101.6 105.5 24.1 100.9 105.5 22.6 102.3 105.5 23.5 100.6 105.5 22.2 101.4 105.5 21.6 100.9 105.5 20.2 101.1 105.5 22.0 113.9 118.5 15.1 112.8 118.5 14.8 103.3 105.5 21.6 101.9 105.5 23.6 102.5 105.5 20.8 114.1 118.5 16.2 113.2 118.5 15.7 113.0 118.5 16.0 112.9 118.5 13.7 100.9 105.5 19.9 115.0 120.0 12.7 114.0 120.0 13.1 105.7 117.0 9.7 106.1 117.0 10.1 107.9 117.0 9.3 106.5 117.0 10.3 116.2 128.5 10.1 116.7 128.5 11.3 115.9 128.5 10.7 106.2 111.0 19.8 105.8 111.0 20.3 107.1 111.0 19.5 106.7 111.0 21.2 106.6 111.0 20.6 101.7 105.5 20.7 20.5 20.5 20.5 20.5 20.5 20.5 20.5 20.5 13.5 13.5 20.5 20.5 20.5 13.5 13.5 13.5 13.5 20.5 12.5 12.5 10.5 10.5 10.5 10.5 9.0 9.0 9.0 17.0 17.0 17.0 17.0 17.0 96 96 97 95 96 96 96 96 96 95 98 97 97 96 96 95 95 96 96 95 90 91 92 91 90 91 90 96 95 96 96 96 Project Number: 851855-012 Project Name: ArroyolUnits 2-4 Project Location: 0 Client: 0 Page 1 of9 Leighton and Associates, Inc 711912 IO:28:38Ah I I I I I I I I I I I 1 I I I I i I i SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (Oh) Relative (%) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. Comnaction Remarks SG 33 217102 CG SG 34 2/7/02 ST SG 35 2/8/02 CG SG 36 2/8/02 ST SG 37 2/8/02 CG SG 38 2/8/02 ST SG 39 2/8/02 ST SG 40 2/8/02 CG SG 41 2/8/02 CG SG 42 2/8/02 ST SG 43 2/8/02 CG SG 44 2/8/02 CG SG 45 2/11/02 ST SG 46 2/11/02 CG SG 47 2111102 CG SG 48 2/11/02 ST SG 49 2115102 ST SG 50 2/15/02 CG SG 51 2/15/02 ST SG 52 2/15/02 CG SG 53 3/28/02 ST SG 53A 3/29/02 ST SG 54 3/28/02 ST SG 54A 3/29/02 ST SG 55 3/28/02 ST SG 55A 3/28/02 ST SG 56 4/3/02 ST SG 57 4/3/02 CG SG 58 4/3/02 CG SG 59 4/3/02 ST SG 60 4/3/02 ST SG 61 4/3/02 CG L. Side Del Cruce L. Side Del Cruce R. Side Del Cruce L. Side Del Cruce L. Side Del Cruce R. Side Del Cruce L. Side La Cima R. Side La Cima L. Side La Cima L. Side La Cima R. Side La Cima L. Side La Cima R. Side Del Cmce L. Side Del Cruce R. Side Del Cruce R. Side Del Cruce L. Side Cam. Alegre L. Side Cam. Alegre L. Side Cam. Alegre L. Side Cam. Alegre L. Side La Cima L. Side La Cima R. Side La Cima R. Side La Cima R. Side Del Cruce R. Side Del Cruce R. Side Ave. La Cima R. Side Ave. La Cima L. Side Ave. La Cima L. Side Ave. La Cima R. Side Ave. La Cima L. Side Ave. La Cima Station 6+70 Station 5+70 Station 5+10 Station 3+84 Station 2+15 Station 1+39 Station 14+79 Station 13+32 Station 11+40 Station 10+65 Station 8+70 Station 7+89 Station 6+90 Station 6+00 Station 5+00 Station 4+72 Station 40+50 Station 39+90 Station 37+93 Station 36+75 Station 5+21 Station 5+21 Station 12+72 Station 12+72 Station 6+40 Station 6+40 Station 4+70 Station 5+02 Station 7+00 Station 7+10 Station 9+92 Station 10+75 0.0 25 0.0 25 0.0 25 0.0 25 0.0 25 0.0 25 0.0 26 0.0 26 0.0 26 0.0 26 0.0 26 0.0 26 0.0 26 0.0 26 0.0 26 0.0 26 0.0 12 0.0 12 0.0 12 0.0 10 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 105.9 111.0 20.2 107.4 111.0 19.4 108.1 107.5 107.9 107.6 109.2 109.5 107.9 11.0 18.7 11.0 20.2 11.0 19.6 11.0 19.8 13.0 20.1 13.0 18.7 13.0 19.6 108.7 113.0 21.7 108.7 113.0 22.6 108.8 113.0 21.8 107.9 113.0 20.5 108.1 113.0 21.7 107.7 113.0 20.9 108.6 113.0 19.3 113.7 118.5 15.3 114.6 118.5 14.7 113.6 118.5 15.6 110.4 114.5 16.0 96.5 109.5 22.3 105.9 109.5 20.6 99.8 109.5 17.8 104.7 109.5 19.7 101.1 109.5 21.7 105.1 109.5 20.8 104.5 109.5 20.0 106.7 109.5 20.4 104.8 109.5 19.6 105.2 109.5 21.0 105.2 109.5 21.6 104.5 109.5 20.4 17.0 95 17.0 97 17.0 97 17.0 97 17.0 97 17.0 97 16.5 97 16.5 97 16.5 95 16.5 96 16.5 96 16.5 96 16.5 95 16.5 96 16.5 95 16.5 96 13.5 96 13.5 97 13.5 96 16.5 96 18.0 88 18.0 97 18.0 91 18.0 96 18.0 92 18.0 96 18.0 95 18.0 97 18.0 96 18.0 96 18.0 96 18.0 95 RTON 53A RT OF 53 RT ON 54A RT OF 54 RT ON 55A RT OF 55 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 2 of 9 Leighton and Associates, Inc 711 9/2 10:28:40Ah I I 1 I I I I 1 I I I I SUMMARY OF FIELD DENSITY TESTS 1 1 1 i I I Test Test Test Location Test Soil Dry Density Moisture (“4,) Relative (%) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. Compaction Remarks SG 62 4/3/02 CG SG 63 4/3/02 ST SG 64 4/3/02 CG SG 65 4/3/02 ST SG 66 4/3/02 ST SG 67 4\3/02 CG SG 68 4/3/02 CG SG 69 4/3/02 ST SG 70 4/3/02 ST SG 71 4/3/02 CG SG 72 4/3/02 ST SG 73 4/3/02 CG SG 74 4/3/02 ST SG 75 4/3/02 ST SG 76 4/17/02 ST SG 77 4/17/02 CG SG 78 4117102 ST SG 79 4/17/02 CG SG 80 4/17/02 ST SG 81 4/17/02 CG SG 82 4/17/02 ST SG 83 4/17/02 CG SG 84 4/17/02 CG SG 85 4/17/02 ST SG 86 4/17/02 ST SG 87 4/17/02 CG SG 88 4/17/02 ST SG 89 4/17/02 CG SG 90 4/18/02 SW SG 91 4118102 SW SG 92 4/18/02 CG SG 93 4/18/02 CG L. Side Ave. La Cima R. Side Ave. La Cima R. Side Ave. La Cima Center Ave. La Cima R. Side Ave. La Cima R. Side Ave. La Cima L. Side Del Cruce R. Side Del Cruce Center Del Cruce L. Side Del Cruce L. Side Del Cruce R. Side Del Cruce L. Side Del Cruce Center Del Cruce L. Side Del Alba R. Side Del Alba R. Side Del Alba R. Side Del Alba Center Del Alba R. Side Del Alba L. Side Del Alba L. Side Del Alba R. Side Del Alba R. Side Del Alba R. Side Del Alba L. Side Cam. Alegre Center Cam. Alegre R. Side Cam. Alegre Adjacent Lot 59 Adjacent Lot 56 R. Side La Cima L. Side La Cima Station 12170 Station 12+22 Station 13+60 Station 14+60 Station 16+52 Station 16+68 Station 1+60 Station 2+25 Station 2+86 Station 4+55 Station 5+10 Station 6+05 Station 6+78 Station 8+45 Station 30+90 Station 28+26 Station 27+53 Station 27+45 Station 26+35 Station 25+43 Station 24+30 Station 22+80 Station 22+80 Station 19175 Station 3 1+90 Statinn 32+37 Station 34+00 Station 34+73 Station 2+87 Station 2+85 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 28 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 17 0.0 17 0.0 12 0.0 12 105.0 109.5 20.7 105.7 109.5 21.8 107.8 109.5 22.9 104.9 109.5 18.9 105.7 109.5 19.2 108.2 109.5 17.6 107.3 109.5 18.3 105.2 109.5 19.2 105.2 109.5 20.3 104.7 109.5 18.8 104.7 109.5 17.9 106.8 109.5 19.6 105.6 109.5 19.3 107.2 109.5 21.2 114.6 118.5 13.6 112.9 118.5 19.1 114.1 118.5 12.7 113.2 118.5 13.4 115.1 118.5 12.6 116.0 118.5 13.8 113.2 118.5 15.1 113.6 118.5 14.6 113.0 118.5 15.0 113.8 118.5 14.2 114.6 118.5 14.7 115.2 118.5 13.9 113.6 118.5 14.5 114.0 118.5 12.9 107.1 117.0 11.3 106.9 117.0 10.9 113.8 118.5 13.1 112.9 118.5 12.7 18.0 96 18.0 97 18.0 98 18.0 96 18.0 97 18.0 99 18.0 98 18.0 96 18.0 96 18.0 96 18.0 96 18.0 98 18.0 96 18.0 98 13.5 97 13.5 95 13.5 96 13.5 96 13.5 97 13.5 98 13.5 96 13.5 96 13.5 95 13.5 96 13.5 97 13.5 97 13.5 96 13.5 96 10.5 92 10.5 91 13.5 96 13.5 95 ~~ e Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 3 of 9 Leighton and Associates, Inc 711912 10:28:40Ah/ i ! I I I I I I I I I 1 I 1 1 i I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture ("A) Relative PA) No. Date Of Lot# Elev (ft) Type Field Max Field Opt. ComDaction Remarks SG 94 4/18/02 ST SG 95 4/18/02 XG SG 96 5/31/02 PL SG 97 5/31/02 PL SG 98 6110102 ST SG 98A 6/14/02 ST SG 99 6110102 ST SG 99A 6/14/02 ST SG 100 6/13/02 CG SG lOOA 6/14/02 CG SG 101 6/13/02 CG SG IOlA 6/14/02 CG SG 102 6/13/02 SW SG 103 6/13/02 SW SG 104 6/13/02 SW SG 105 6/13/02 SW SG 106 6/14/02 ST SG 107 6/14/02 CG SG 108 6/14/02 ST SG 109 6/14/02 CG SG 110 6/14/02 ST SG 111 6/14/02 CG SG 112 6/14/02 ST SG 113 6/14/02 CG SG 114 6/14/02 ST SG 115 6/14/02 CG SG 116 6/17/02 CG SG 117 6/17/02 ST SG 118 6/17/02 CG SG 119 6/17/02 CG SG 120 6/17/02 ST SG 121 6/17/02 ST L. Side La Cima R. Side La Cima Open Space Lot 246 Open Space Lot 246 Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto L. Side Ave. Secreto L. Side Ave. Secreto R. Side Ave. Secreto R. Side Ave. Secreto N. of Lot 124 N. of Lot 128 W. ofLot 135 N. of Lot 143 Avenida Secreto R. Side Ave. Secreto R. Side Ave. Secreto L. Side Ave. Secreto L. Side Ave. Secreto R. Side Ave. Secreto Avenida Secreto L. Side Ave. Secreto L. Side Ave. Secreto R. Side Ave. Secreto L. Side Sitio Toledo L. Side Sitio Toledo R. Side Sitio Toledo L. Side Sitio Toledo L. Side Sitio Toledo Sitio Andalucia Station 2+25 Station 3+06 Station 1+15 Station 1 + 15 Station 4+15 Station 4+15 Station 1+52 Station 1+52 Station 3+60 Station 3+60 DG Path DG Path DG Path DG Path Station 0+88 Station 1+90 Station 2+65 Station 6103 Station 5+28 Station 5+35 Station 6+50 Station 6+90 Station 7+55 Station 8+25 Station 0+74 Station 1+20 Station 1+92 Station 2+98 Station 3+00 Station 1+20 0.0 12 0.0 12 0.0 17 0.0 17 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 113.5 118.5 14.6 114.2 118.5 14.4 113.4 117.0 12.2 112.6 117.0 13.1 103.4 118.5 10.6 109.3 118.5 16.2 102.1 118.5 11.5 107.1 118.5 13.9 104.6 118.5 15.1 108.5 118.5 14.1 105.1 118.5 13.5 110.7 118.5 14.7 108.2 118.5 16.1 107.7 118.5 14.7 108.0 118.5 15.4 107.9 118.5 15.8 115.0 118.5 14.8 114.5 118.5 13.8 113.2 118.5 14.1 115.0 118.5 13.1 112.8 118.5 15.1 117.5 118.5 12.6 113.0 118.5 12.8 116.1 118.5 12.9 114.3 118.5 14.7 112.7 118.5 15.1 113.5 118.5 12.7 115.2 118.5 13.7 115.0 118.5 14.4 114.7 118.5 13.3 112.9 118.5 13.5 113.9 118.5 14.4 13.5 96 13.5 96 10.5 97 10.5 96 13.5 87 13.5 92 13.5 86 13.5 90 13.5 88 13.5 92 13.5 89 13.5 93 13.5 91 13.5 91 13.5 91 13.5 91 13.5 97 13.5 97 13.5 96 13.5 97 13.5 95 13.5 99 13.5 95 13.5 98 13.5 96 13.5 95 13.5 96 13.5 97 13.5 97 13.5 97 13.5 95 13.5 96 RT ON 98A RT OF 98 RT ON 99A RT OF 99 RT ON lOOA RT OF 100 RTON lOiA RTOF 101 Project Number: 851855-012 Project Name: ArroyolUnits 2-4 Project Location: 0 Client: 0 Page 4 of 9 Leighton and Associates, Inc 7/19/2 102K:40A!v ! ! I I I I I I I I 1 I I 1 I I I 1 SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (Oh) Relative PA) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. CnmDaction Remarks SG 122 SG 123 SG 124 SG 125 SG 126 SG 127 SG 128 SG 129 SG 130 SG 131 SG 132 SG 133 SG 134 SG 135 SG 136 SG 137 SG 138 SG 139 SG 140 SG 141 SG 142 SG 143 SG 144 SG 145 SG 146 SG 147 SG I48 SG 149 SG 150 SG 152 SG 153 SG 154 6/17/02 ST 6/17/02 CG 6/17/02 ST 6/17/02 ST 6/18/02 CG 6/18/02 ST 6/18/02 CG 6/18/02 ST 6/18/02 CG 6/18/02 ST 6/18/02 CG 6/18/02 ST 6/18/02 CG 6/18/02 CG 6/18/02 ST 6/18/02 CG 6/18/02 ST 6/18/02 CG 7/1/02 sw 7/1/02 SW 7/1/02 SW 7/1/02 SW 7/1/02 sw 7/5/02 DA 7/5/02 SW 7/5/02 DA 7/5/02 SW 7/5/02 DA 7/5/02 SW 7/5/02 DA 715102 SW 8/12/02 ST Sitio Andalucia L. Side Andalucia L. Side Andalucia L. Side Andalucia L. Side Ave. Aragon L. Side Ave. Aragon R. Side Ave. Aragon R. Side Ave. Aragon L. Side Ave. Aragon L. Side Ave. Aragon R. Side Ave. Aragon R. Side Ave. Aragon L. Side Ave. Aragon R. Side Ave. Aragon R. Side Ave. Aragon L. Side Ave. Aragon L. Side Ave. Aragon R. Side Ave. Aragon R. Side La Cima R. Side Del Alba R. Side Del Alba R. Side Del Alba R. Side Del Alba R Side Ave De Sueno R Side Ave De Sueno R Side Ave De Sueno R Side Ave De Sueno L Side Ave De Sueno L Side Ave De Sueno L. Side Ave De Sueno L Side Camino Alegre R. Side Ave. Aragon Station 1 + 15 Station 1+50 Station 1+85 Station 2+45 Station 16+60 Station 16+28 Station 15+05 Station 13+50 Station 12+60 Station 12+00 Station 10+92 Station 9+50 Station 8+52 Station 8+03 Station 6+60 Station 5+15 Station 3+50 Station 2+82 Station I8+65 Station 20+31 Station 22+45 Station 25+18 Station 28165 Station 44+76 Station 43+50 Station 42+06 Station 41+83 Station 44+27 Station 43+5 1 Station 42+40 Station 40+35 Station 16+68 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 12 0.0 18 0.0 I8 0.0 18 0.0 18 0.0 18 0.0 18 0.0 18 0.0 18 0.0 19 113.9 118.5 12.9 114.7 118.5 13.1 112.9 118.5 12.9 113.5 118.5 13.8 112.9 118.5 14.3 113.1 118.5 14.0 114.0 118.5 15.1 113.5 118.5 12.8 113.9 118.5 13.6 113.3 118.5 14.0 114.3 118.5 14.1 113.8 118.5 13.9 115.0 118.5 14.7 114.0 118.5 13.2 112.9 118.5 15.2 113.6 118.5 14.7 113.1 118.5 13.8 113.7 118.5 13.2 108.3 118.5 16.1 107.9 118.5 14.7 107.5 118.5 17.3 108.0 118.5 17.0 106.9 118.5 16.8 113.3 118.0 12.6 113.6 118.0 13.1 114.1 118.0 14.6 113.0 118.0 12.9 112.7 118.0 13.8 108.3 118.0 14.6 112.7 118.0 13.2 109.9 118.0 13.7 115.2 120.5 14.2 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 13.5 12.5 96 97 95 96 95 95 96 96 96 96 96 96 97 96 95 96 95 96 91 91 91 91 90 96 96 97 96 96 92 96 93 96 Project Number: 851855-012 Project Name: ArroyolUnits 2-4 Project Location: 0 Client: 0 Page 5 of 9 Leighton and Associates, Inc 711912 IO:28:40Ah I ! I I I 1 I I 1 1 I I I I I t I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (Oh) Relative (%) No. Date Of Lot# Elev (ft) Type Field Max Field Opt. Compaction Remarks SG 155 SG 156 SG 157 SG 158 SG 159 SG 160 SG 161 SG 162 SG 163 SG 164 SG 165 SG 166 SG 167 SG 168 SG 169 SG 170 SG 171 SG 172 SG 173 SG 174 SG 175 SG 176 SG 177 SG 178 SG 179 SG 180 SG 181 SG 182 SG 183 SG 184 SG 185 SG 186 8/12/02 CG 8/12/02 CG 8/12/02 ST 8/12/02 CG 8/12/02 CG 8/12/02 ST 8/12/02 CG 8/12/02 sw 8/12/02 SW 8/12/02 sw 8/12/02 SW 8/12/02 sw 8/12/02 sw 8/13/02 sw 8/15/02 sw 8/15/02 SW 8/15/02 SW 8/15/02 sw 9/9/02 sw 9/9/03 SW 9/9/02 SW 9/9/02 DA 9/9/02 DA 9/9/02 sw 9/9/03 SW 9/25/02 SW 9/25/02 DA 9/25/02 SW 9/25/02 DA 9/25/02 SW 9/25/02 SW 9/25/02 SW R. Side Ave. Aragoo Station 16+87 L. Side Ave. Aragoo Station 16+94 L. Side Ave. Aragon Station 2+00 L. Side Ave. Aragon Station It78 Median Ave. Aragon Station It78 R. Side Ave. Aragon Station 1+94 L. Side Ave. Aragon Station 2+02 L. Side Ave. Aragon Station 3+07 L. Side Ave. Aragon Station 4+70 L. Side Ave. Aragon Station 5+84 L. Side Ave. Aragon Station 6+59 L. Side Ave. Aragon Station 7+35 L. Side Ave. Aragon Station 8+93 L. Side Toledo Station 3+38 R. Side Ave. Aragon Station 2+96 R. Side Ave. Aragon Station 5+25 R. Side La Cima Station 2+02 L. Side La Cima Station 1+98 R Side Ave. De Sueno Station 53+94 R Side Ave. De Sueno Station 53+44 R Side Ave. De Sueno Station 54t40 R Side Ave. De Sueno Station 55+21 R Side Ave. De Sueno Station 55+10 R Side Ave. De Sueno Station 54t18 R Side Ave. De Sueno Station 53t10 R Side Ave. Alege Station 40+46 R Side Ave. Alegre Station 40+14 R Side Ave. Alep Station 38+78 R Side Ave. Alegre Station 37+50 R Side Ave. Alegre Station 36+16 R Side Ave. Alegre Station 35+15 R Side La Cima Station 3+87 0.0 19 0.0 19 0.0 19 0.0 19 0.0 19 0.0 19 0.0 19 0.0 19 0.0 19 0.0 19 0.0 19 0.0 19 0.0 19 0.0 19 0.0 19 0.0 19 0.0 12 0.0 12 0.0 16 0.0 16 0.0 16 0.0 16 0.0 16 0.0 16 0.0 16 0.0 12 0.0 15 0.0 15 0.0 15 0.0 15 0.0 15 0.0 15 116.8 120.5 15.1 115.7 120.5 13.6 117.2 120.5 12.9 114.9 120.5 14.1 115.3 120.5 14.7 115.0 120.5 14.5 116.3 120.5 15.1 110.3 120.5 14.6 108.9 120.5 15.2 109.7 120.5 12.5 109.1 120.5 13.1 109.7 120.5 14.6 111.1 120.5 15.5 110.5 120.5 13.2 105.2 120.5 16.1 106.2 120.5 16.5 102.2 118.5 17.1 102.5 118.5 16.8 104.9 120.0 16.1 105.2 120.0 15.7 109.3 120.0 12.9 108.6 120.0 14.3 110.3 120.0 13.2 105.0 120.0 16.5 110.0 120.0 12.9 108.5 118.5 12.9 114.9 119.5 13.1 104.1 119.5 16.3 116.2 119.5 12.9 103.7 119.5 15.8 105.0 119.5 16.1 108.5 119.5 12.7 12.5 97 12.5 96 12.5 97 12.5 95 12.5 96 12.5 95 12.5 97 12.5 92 12.5 90 12.5 91 12.5 91 12.5 91 12.5 92 12.5 92 12.5 87 12.5 88 13.5 86 13.5 86 12.5 87 12.5 88 12.5 91 12.5 90 12.5 92 12.5 88 12.5 92 13.5 92 12.5 96 12.5 87 12.5 97 12.5 87 12.5 88 12.5 91 MINIMUM 86% MINIMUM 86% MINIMUM 86% MINIMUM 86% MINIMUM 86% MINIMUM 86% MINIMUM 86Oh MINIMUM 86% MINIMUM 86% MINIMUM 86% Project Number: 851855-012 Project Name: ArroyolUnits 2-4 Project Location: 0 Client: 0 Page 6 of 9 Leighton and Associates. Inc 711912 30:28:4OAb 1 I I I I I I I 1 I I I I I i I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (“h) Relative (Oh) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. ComDaction Remarks SG 187 SG 188 SG 189 SG 190 SG 191 SG 192 SG 193 SG 194 SG 195 SG 196 SG 197 SG I98 SG 199 SG 200 SG 201 SG 202 SG 203 SG 204 SG 205 SG 206 SG 207 SG 208 SG 209 SG 210 SG 211 SG 212 SG 213 SG 214 SG 215 SG 216 SG 217 SG 218 9/25/02 sw 9/25/02 DA 9/25/02 sw 12/26/02 SW 12/26/02 SW 12/26/02 DA 12/26/02 SW 12/26/02 DA 12/26/02 DA 12/26/02 SW 1216102 DA 12/6/02 SW 12/6/02 SW 12/27/02 sw 12/27/02 DA 12/27/02 SW 12/27/02 DA 12/27/02 sw 12/27/02 DA 1/27/03 sw 1/27/03 sw 1/27/03 DA 1/27/03 sw 4/8/03 DA 4/8/03 SW 4/8/03 DA 4/8/03 sw 4/8/03 DA 4/8/03 sw 4/8/03 DA 4/8/03 DA 4/8/03 sw L. Side Ave. Alege L. Side Ave. Alegre L. Side Ave. Alegre R. Side Ave. La Cima R. Side Ave. La Cima R. Side Ave. La Cima R. Side Ave. La Cima R. Side Ave. La Cima L. Side Ave. La Cima L. Side Ave. La Cima L. Side Ave. La Cima L. Side Ave. La Cima L. Side Ave. La Cima R Side Ave. Aragon R Side Ave. Aragon R. Side Ave. Aragon R. Side Ave. Aragon R. Side Ave. Aragon R. Side Ave. Aragon Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Corte Del Cruce Corte Del Cruce Corte Del Cruce Cone Del Cruce Corte Del Cruce Cone Del Cruce Cone Del Cruce Corte Del Cruce Corte Del Cruce Station 36+90 Station 38+00 Station 39+56 Station 5+66 Station 6+89 Station 7+90 Station 9+04 Station 9+78 Station lO+lO Station 9+12 Station 7+62 Station 6+42 Station 5+52 Lot 182 Lot 182 Lot 183 Lot 183 Lot 184 Lot 185 Lot 89 Lot 163 Lot 86 Lot 166 Lot 92 Lots 93/94 Lot 95 Lot 97 Lot 100 Lot 113 Lot 113 Lots I14/155 Lot 1 I6 0.0 15 0.0 15 0.0 15 0.0 18 0.0 18 0.0 18 0.0 18 0.0 18 0.0 18 0.0 I8 0.0 18 0.0 18 0.0 18 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 18 0.0 I8 109.2 119.5 14.8 116.0 119.5 13.6 103.6 119.5 15.7 103.0 118.0 16.7 105.7 118.0 17.1 106.8 118.0 15.6 104.9 118.0 16.9 104.5 118.0 16.5 103.6 118.0 18.1 107.2 118.0 16.1 106.0 118.0 17.5 107.7 118.0 17.0 106.0 118.0 17.3 108.2 122.0 17.1 114.1 122.0 16.1 110.6 122.0 16.0 109.6 122.0 16.3 110.8 122.0 16.1 113.7 122.0 16.8 107.0 122.0 15.2 109.3 122.0 13.9 109.2 122.0 15.9 112.3 122.0 13.7 108.6 122.0 14.6 107.6 122.0 15.4 109.3 122.0 14.5 110.5 122.0 15.0 111.1 122.0 14.8 111.3 122.0 14.6 109.6 122.0 15.0 106.1 118.0 16.5 104.7 118.0 16.9 12.5 91 12.5 97 12.5 87 13.5 87 13.5 90 13.5 91 13.5 89 13.5 89 13.5 88 13.5 91 13.5 90 13.5 91 13.5 90 11.5 89 11.5 94 11.5 91 11.5 90 11.5 91 11.5 93 11.5 88 11.5 90 11.5 90 11.5 92 11.5 89 11.5 88 11.5 90 11.5 91 11.5 91 11.5 91 11.5 90 13.5 90 13.5 89 MINIMUM 86% MINIMUM 86% MINIMUM 86% MINIMUM 86% MINIMUM 86% MINIMUM 86% MINIMUM 86% MINIMUM 86% MINIMUM 86% MINIMUM 86% MINIMUM 86% MINIMUM 86% Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 7 of 9 711912 10:28:4OAk Leighton and Associates, Inc I I I 1 I I I I 1 I \ 1 i I I 1 I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (%) Relative f%) No. Date Of Lot # Elevfft) Type Field Max Field Opt. ComDaction Remarks SG 219 4/8/03 SW SG 220 4/8/03 SW SG 221 5/19/03 DA SG 222 5/19/03 SW SG 223 5/19/03 DA SG 224 5/19/03 SW SG 225 719103 SW SG 226 7/9/03 DA SG 227 7/9/03 DA SG 228 719103 SW SG 229 7/9/03 DA SG 230 7/9/03 DA SG 231 7/9/03 SW SG 232 7/9/03 DA SG 233 7/9/03 SW SG 234 7/9/03 DA SG 235 7/9/03 SW SG 236 7/9/03 SW SG 237 7/9/03 DA SG 238 7/9/03 DA SG 239 8121103 DA SG 240 8/21/03 SW SG 241 8/21/03 SW SG 242 8/21/03 DA SG 243 8/21/03 SW SG 244 8/21/03 DA SG 245 8/21/03 DA SG 246 8/21/03 DA SG 247 8/4/03 SW SG 247A 8/21/03 SW SG 248 8/21/03 SW SG 248A 8/21/03 SW Corte Del Cmce Avenida La Cima Cone Del Cmce Corte Del Cruce Corte Del CNCe Corte Del Cmce Avenida la Cima Avenida la Cima Avenida la Cima Avenida la Cima Lot 189 Lot 191 Lot 193 Lot 203 Lot 206 Lot 205 Lot 204 Lot 129 Lot 126 Lot 124 Lot 130 Lot 131 Lot 132 Lot 133 Lot 134 Lot 135 Lot 204 Lot 204 Lot 203 Lot 203 Lot 202 Lot 202 Lot 117 Lot 92 Lot 103 Station 8+05 Lot 108 Station 7+50 Lot 168 Lot 118 Lot 120 Lot 121 0.0 18 0.0 18 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 18 0.0 18 0.0 18 0.0 18 0.0 18 0.0 18 0.0 18 0.0 9 0.0 9 0.0 9 0.0 9 0.0 9 0.0 9 0.0 9 0.0 9 0.0 9 0.0 18 0.0 I8 0.0 18 0.0 I8 0.0 18 0.0 18 107.3 118.0 17.5 106.1 118.0 17.1 114.3 122.0 14.0 115.0 122.0 14.7 114.0 122.0 13.9 112.8 122.0 14.3 111.9 122.0 12.5 115.9 122.0 13.6 116.7 122.0 11.6 113.5 122.0 11.8 113.8 118.0 13.8 110.4 118.0 14.2 109.9 118.0 14.9 112.6 118.0 13.9 106.4 118.0 16.9 113.2 118.0 15.4 108.3 118.0 14.4 108.5 119.0 13.6 109.7 119.0 14.1 107.3 119.0 13.8 107.2 119.0 16.2 108.0 119.0 14.3 109.5 119.0 15.0 111.1 119.0 14.7 109.6 119.0 13.9 111.1 119.0 14.9 108.4 118.0 14.9 109.5 118.0 15.2 101.5 118.0 19.5 110.1 118.0 16.8 105.1 118.0 15.9 107.2 118.0 15.2 13.5 91 13.5 90 11.5 94 11.5 94 11.5 93 11.5 92 11.5 92 11.5 95 11.5 96 11.5 93 13.5 96 13.5 94 13.5 93 13.5 95 13.5 90 13.5 96 13.5 92 12.0 91 12.0 92 12.0 90 12.0 90 12.0 91 12.0 92 12.0 93 12.0 92 12.0 93 13.5 92 13.5 93 13.5 86 RT ON 247A 13.5 93 RT OF 247 RT ON 24812 13.5 89 13.5 91 RT OF 248 Project Number: 851855-012 Project Name: ArroyoNnits 2-4 Project Location: 0 Client: 0 Page 8 of 9 711912 10:28:40Ah Leighton and Associates, Inc I I I I I 1 I 1 I I 1 I I I I i ) I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (%) Relative (%I No. Date Of Lot# Elev (ft) Type Field Max Field Opt. Comuaction Remarks SG 249 8/21/03 DA SG 250 8/21/03 SW SG 251 8/21/03 SW SG 252 8/21/03 DA SG 253 8/21/03 SW SG 254 8/21/03 DA SG 255 8/21/03 SW SG 255A 8/21/03 SW SG 256 8/21/03 DA SG 257 8/21/03 DA SG 258 9/10/03 DA SG 259 9/10/03 SW SG 260 9/10/03 DA SG 261 9/10/03 SW SG 262 9/10/03 DA SG 263 9/10/03 SW SG 264 9110103 DA SG 265 9110103 DA SG 266 11/13/03 SW SG 267 11/13/03 D/A SG 268 11/13/03 SW SG 269 11/13/03 D/A SG 270 31/13/03 SW SG 271 11/13/03 D/A SG 272 11/13/03 SW SG 273 11/13/03 D/A SG 274 11/13/03 D/A SG 275 11/13/03 SW Lot 201 Lot 200 Lot 199 Lot 199 Lot 198 Lot 197 Lot 196 Lot 196 Lot 195 Lot 186 Lot 143 Lot 142 Lot 141 Lot 140 Lot I39 Lot 138 Lot 137 Lot 136 Avenida del Alba Camino Alegre Camino Alegre Camino Alegre Camino Alegre Canlino Alegre Camino Alegre Camino Alegre Avenida de Sueno Avenida de Sueno Lot 149 Lot 150 Lot 151 Lot 152 Lot 147 Lot 146 Lot 145 Lot 144 Lot 29 Lot 28 0.0 18 0.0 18 0.0 18 0.0 I8 0.0 18 0.0 18 0.0 18 0.0 18 0.0 18 0.0 18 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 0.0 14 SG 276 11/13/03 D/A Avenida de Sueno Lot 27 0.0 14 TEST NO SG 15 1 DOES NOT EXIST 106.1 118.0 16.1 106.8 118.0 16.2 106.5 118.0 16.3 107.9 118.0 16.0 110.1 118.0 15.2 106.4 118.0 16.7 104.9 118.0 16.0 108.7 118.0 16.3 109.2 118.0 16.6 107.4 118.0 16.0 112.5 122.0 12.4 114.7 122.0 12.4 113.6 122.0 11.6 114.1 122.0 12.4 115.5 122.0 13.1 111.3 122.0 15.4 112.4 122.0 13.7 112.6 122.0 11.2 105.8 122.0 13.0 116.8 122.0 14.1 110.9 122.0 13.5 112.3 122.0 14.0 109.9 122.0 13.9 112.9 122.0 14.6 105.1 122.0 14.9 112.8 122.0 13.3 109.3 122.0 13.5 107.5 122.0 14.5 109.9 122.0 14.1 13.5 90 13.5 91 13.5 90 13.5 91 13.5 93 13.5 90 13.5 89 13.5 92 13.5 93 13.5 91 11.5 92 11.5 94 11.5 93 11.5 94 11.5 95 11.5 91 11.5 92 11.5 92 11.5 87 11.5 96 11.5 91 11.5 92 11.5 90 11.5 93 11.5 86 11.5 92 11.5 90 11.5 88 11.5 90 MINIMUM 86% RT ON 255A RT OF 255 MINIMUM 86% MINIMUM 86% MINIMUM 86% 1 1 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 9 of 9 Leighton and Associates, Inc 711 912 IO:28:40AM 1 I I I I 1 I 1 1 I I I 1 1 I 1 I ) SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture ("A) Relative (%) No. Date Of Lot # EIev (ft) Type Field Max Field Opt. Compaction Remarks AB 1 AB 2 AB 3 AB 4 AB 5 AB 6 AB 7 AB 8 AB 9 AB 10 AB 11 AB 12 AB 13 AB 14 AB 15 AB 16 AB 17 AB 18 AB 19 AB 20 AB 21 AB 22 AB 23 AB 24 AB 25 AB 26 AB 27 AB 28 AB 29 AB 30 AB 31 AB 32 9/7/01 CG 9/7/01 CG 9/7/01 CG 9/7\01 CG 9/7/01 CG 9/7\01 CG 9/7/01 CG 9/7/01 CG 9/7/01 CG 9/7/01 CG 9/13/01 XG 9/19/01 ST 9/19/01 ST 9/19/01 ST 9/19/01 ST 9/19/01 ST 9/19/01 ST 9/19/01 ST 9/19/01 ST 9/19/01 ST 9/19/01 ST 10/22/01 ST 10/22/01 ST 10/22/01 ST 2/25/02 CG 2/25/02 CG 2/25/02 CG 2/25/02 CG 2/25/02 CG 2/25/02 CG 3/14/02 ST 3/14/02 ST L. Side De Sueno R. Side De Sueno L. Side De Sueno R. Side De Sueno R. Side De Sueno L. Side De Sueno R. Side De Sueno L. Side De Sueno L. Side Cordoba R. Side Cordoba Calle Cordoba Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Avenida de Sueno Calle Cordoba Calle Cordoba Calle Cordoba Calle Cordoba R. Side Cam. Alegre R. Side Cam. Alegre R. Side Cam. Alegre L. Side Cam. Alegre L. Side Cam. Alegre L. Side Cam. Alegre Camino Alegre Camino Alegre Station 54+80 Station 531-15 Station 52+45 Station 50+70 Station 46+70 Station 44+65 Station 43+83 Station 42+25 Station 2+30 Station 1+80 Station 2+90 Station 54+60 Station 53+20 Station 51+55 Station 50+00 Station 48+50 Station 47+10 Station 45+40 Station 44+00 Station 42+50 Station 2+10 Station 1+23 Station It27 Station 1+50 Station 36+40 Station 38+42 Station 40+73 Station 40+00 Station 38+50 Station 37+50 Station 41175 Station 40+70 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 24 0.0 27 0.0 27 0.0 27 0.0 27 0.0 27 0.0 27 0.0 24 0.0 24 124.1 128.5 10.1 122.8 128.5 9.8 123.1 128.5 10.7 122.5 128.5 11.5 123.7 128.5 10.1 122.7 128.5 10.7 125.2 128.5 9.9 124.5 128.5 12.1 124.0 128.5 11.6 123.6 128.5 10.5 122.6 128.5 9.8 123.4 128.5 8.1 125.1 128.5 8.9 124.5 128.5 8.5 124.1 128.5 8.6 126.2 128.5 9.0 125.0 128.5 8.1 123.5 128.5 8.0 124.6 128.5 8.5 122.7 128.5 8.6 125.0 128.5 8.7 123.6 128.5 10.1 122.8 128.5 9.6 123.7 128.5 9.2 111.7 116.0 12.6 110.8 116.0 13.2 112.3 116.0 13.0 111.4 116.0 14.3 110.5 116.0 13.9 111.7 116.0 14.5 123.2 128.5 8.9 122.7 128.5 9.2 9.0 97 9.0 96 9.0 96 9.0 95 9.0 96 9.0 95 9.0 97 9.0 97 9.0 96 9.0 96 9.0 95 9.0 96 9.0 97 9.0 97 9.0 97 9.0 98 9.0 97 9.0 96 9.0 97 9.0 95 9.0 97 9.0 96 9.0 96 9.0 96 14.0 96 14.0 96 14.0 97 14.0 96 14.0 95 14.0 96 9 .O 96 9.0 95 Project Number: 851855-012 Project Name: ArroyoIUnits 2-4 Project Location: 0 Client: 0 Page 1 of 5 Leighton and Associates, Inc 711912 30:44:56Ab ! I I I I I I I I I I ! I I I I 1 SUMMARY OF FIELD DENSITY TESTS ~ ~ ~ ~ ~ ~ ~ ~~ Test Test Test Location Test Soil Dry Density Moisture (%) Relative (%.1 No. Date Of Lot # Elev (ft) Type Field Max Field Opt. Compaction Remarks AB 33 3/14/02 ST AB 34 3/14/02 ST AB 35 4/10/02 CG AB 36 4/10102 CG AB 37 4110102 CG AB 38 4/10/02 CG AB 39 4/10/02 CG AB 40 4/10/02 CG AB 41 4110102 XG AB 42 4110102 CG AB 43 4/10/02 CG AB 44 4/10/02 CG AB 45 4/10102 CG AB 46 4/18/02 CG AB 47 4/18/02 CG AB 48 4/18/02 CG AB 49 4/18/02 CG AB 51 4/18/02 CG AB 52 4/18/02 CG AB 53 4/18/02 CG AB 54 4/18/02 CG AB 55 4/18/02 CG AB 56 4/18/02 CG AB 57 4/18/02 CG AB 58 4/22/02 ST AB 59 4/22/02 ST AB 60 4/22/02 ST AB 61 4/22/02 ST AB 62 4122102 ST AB 63 4/22/02 ST AB 64 4/22/02 ST AB 65 4/22/02 ST Camino Alegre Camino Alegre L. Side Ave. La Cima R. Side Ave. La Cima L. Side Ave. La Cima R. Side Ave. La Cima L. Side Ave. La Cima R. Side Ave. La Cima R. Side Ave. La Cima L. Side Del Cruce R. Side Del Cruce L. Side Del Cruce R. Side Del Cruce R. Side Del Cruce R. Side Del Alba L. Side Del Alba R. Side Del Alba L. Side Del Alba R. Side Del Alba L. Side Del Alba R. Side Del Alba L. Side Cam. Alegro R. Side Cam. Alegro L. Side Cam. Alegro Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Cone Del Cruce Station 38+15 Station 36+52 Station 4+65 Station 6+03 Station 8+15 Station 8+35 Station 10+55 Station 13+65 Station 15+75 Station 1+77 Station 2+90 Station 5+16 Station 7+60 Station 30+45 Station 29+20 Station 27+00 Station 25+25 Station 22+40 Station 21+65 Station 20+30 Station 18140 Station 32+45 Station 33+75 Station 34+90 Station 3+80 Station 5+60 Station 8+00 Station 10+80 Station 12+50 Station 15+55 Station 16+90 Station 2+45 0.0 24 0.0 24 0.0 31 0.0 31 0.0 31 0.0 31 0.0 31 0.0 31 0.0 31 0.0 31 0.0 31 0.0 31 0.0 31 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 122.5 128.5 123.0 128.5 137.1 141.5 135.5 141.5 135.6 141.5 138.1 141.5 136.4 141.5 135.9 141.5 137.7 141.5 138.9 141.5 136.0 141.5 134.7 141.5 137.6 141.5 139.3 142.0 136.0 142.0 134.9 142.0 138.0 142.0 139.6 142.0 137.9 142.0 136.0 142.0 140.3 142.0 138.2 142.0 134.6 142.0 135.3 142.0 137.9 142.0 136.5 142.0 140.3 142.0 138.3 142.0 134.6 142.0 136.6 142.0 139.6 142.0 135.5 142.0 8.6 9.0 4.7 5.5 5.1 4.9 6.0 5.6 6.3 6.1 5.6 5.9 6.3 5.2 7.4 6.9 6.3 5.5 6.1 7.2 5.1 6.5 7.2 7.1 7.3 6.8 5.5 5.2 5.9 6.3 5.2 6.8 9.0 95 9.0 96 6.0 97 6.0 96 6.0 96 6.0 98 6.0 96 6.0 96 6.0 97 6.0 98 6.0 96 6.0 95 6.0 97 6.0 98 6.0 96 6.0 95 6.0 97 6.0 98 6.0 97 6.0 96 6.0 99 6.0 97 6.0 95 6.0 95 6.0 97 6.0 96 6.0 99 6.0 97 6.0 95 6.0 96 6.0 98 6.0 95 Project Number: 851855-012 Project Name: ArroyolUnits 2-4 Project Location: 0 Client: 0 Page 2 of 5 Leighton and Associates, Inc 711912 11:55:59AI I i I I I I I I i I I 1 1 1 I I I SUMMARY OF FIELD DENSITY TESTS ~ ~ ~ ~ ~ ~ Test Test Test Location Test Soil Dry Density Moisture ("A) Relative (%) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. Compaction Remarks AB 66 AB 67 AB 68 AB 69 AB 70 AB 71 AB 72 AB 73 AB 74 AB 75 AB 76 AB 17 AB 78 AB 79 AB 80 AB 81 AB 82 AB 83 AB 84 AB 85 AB 86 AB 87 AB 88 AB 89 AB 90 AB 91 AB 92 AB 93 AB 94 AB 95 AB 96 AB 97 4/22/02 ST 4/22/02 ST 4/22/02 ST 4/22/02 ST 4/22/02 ST 4/24/02 CG 4/24/02 XG 5/1/02 ST 511102 ST 5/1/02 ST 5/1/02 ST 5/1/02 ST 5/1/02 ST 5/1/02 ST 5/1/02 ST 5/1/02 ST 5/1/02 ST 5/1/02 ST 5/1/02 XG 5/1/02 ST 5/1/02 ST 6/3/02 PL 6/3/02 PL 6/3/02 PL 6/19/02 CG 6/19/02 CG 6/19/02 CG 6/19/02 CG 6/19/02 CG 6/19/02 CG 6/19/02 CG 6/19/02 CG Corte Del Cruce Corte Del Cruce Corte Del Cruce Corte Del Cruce Corte Del Cruce L. Side La Cima L. Side La Cima R. Side La Cima R. Side Del Alba L. Side Del Alba L. Side Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Avenida Del Alba Camino Alegre Camino Alegre R. Side Alegre Avenida La Cima Avenida La Cima Open Space Lot 246 Open Space Lot 246 Driveway Open Space R. Side Ave. Secreto R. Side Ave. Secreto L. Side Ave. Secreto L. Side Ave. Secreto R. Side Ave. Secreto R. Side Sitio Toledo L. Side Sitio Toledo R. Side Sitio Toledo Station 5+05 Station 6+60 Station 7+56 Station 8+70 Station 3+70 Station 2+65 Station 3+05 Station 17+35 Station 18+13 Station 19+35 Station 20+68 Station 22+80 Station 25+42 Station 26181 Station 29+50 Station 3 I +70 Station 32+70 Station 34+72 Station 35+75 Station 2+70 Station 2+3 1 Lot 246 Station 4+10 Station 0+50 Station 2+60 Station 5+90 Station 7+74 Station 1+23 Station 2+30 Station 3+15 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 33 0.0 29 0.0 29 0.0 29 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 138.2 142.0 136.2 142.0 139.6 142.0 136.0 142.0 137.9 142.0 136.7 142.0 137.3 142.0 137.4 142.0 135.2 142.0 136.8 142.0 136.5 142.0 137.1 142.0 140.3 142.0 137.8 142.0 138.1 142.0 136.2 142.0 136.2 142.0 136.9 142.0 139.1 142.0 138.5 142.0 135.2 142.0 134.6 139.5 135.8 139.5 133.2 139.5 116.3 119.5 116.0 119.5 113.7 119.5 115.6 119.5 115.9 119.5 115.6 119.5 114.2 119.5 117.2 119.5 6.3 7.1 6.0 7.2 6.8 6.1 6.5 6.6 7.4 7.1 7.5 6.1 5.1 6.1 6.5 7.3 6.1 6.0 5.5 5.9 6.7 6.9 8.2 7.6 11.7 12.1 11.3 11.4 12.6 12.0 11.5 12.6 6.0 97 6.0 96 6.0 98 6.0 96 6.0 97 6.0 96 6.0 97 6.0 97 6.0 95 6.0 96 6.0 96 6.0 97 6.0 99 6.0 91 6.0 97 6.0 96 6.0 96 6.0 96 6.0 98 6.0 98 6 .O 95 8.0 96 8.0 97 8.0 95 12.0 97 12.0 97 12.0 95 12.0 97 12.0 97 12.0 97 12.0 96 12.0 98 Project Number: 851 855-012 Project Name: ArroyoIUnits 2-4 Project Location: 0 Client: 0 Page 3 of 5 Leighton and Associates, Inc 711912 10:44:57AM I I I I I I I I I I I 1 I 1 I I I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (%) Relative (Oh) No. Date Of Lot# Elev(ft) Type Field Max Field Opt. CornDaction Remarks AB 98 AB 99 AB IO0 AB 101 AB 102 AB 103 AB 104 AB 105 AB 106 AB 107 AB 108 AB 109 AB 110 AB 111 AB 112 AB 113 AB 114 AB 115 AB 116 AB 117 AB 118 AB 119 AB 120 AB 121 AB 122 AB 123 AB 124 AB 125 AB 126 AB 127 AB 128 AB 129 6/19/02 CG 6/19/02 CG 6/19/02 CG 6/19/02 CG 6/19/02 CG 6119102 CG 6/19/02 CG 6/19/02 CG 6/19/02 CG 6/19/02 CG 6/19/02 CG 6/19/02 CG 6/19/02 CG 7/9/02 ST 7/9/02 ST 7/9/02 ST 7/9/02 ST 7/9/02 ST 7\9/02 ST 7/9/02 ST 7/9/02 ST 7/9/02 ST 7/9/02 ST 7/9/02 ST 7/12/02 SW 7/12/02 SW 7/15/02 SW 7/15/02 sw 7/15/02 SW 7/25/02 sw 7/25/02 sw 7/25/02 sw L. Side Andalucia R. Side Andalucia L. Side Andalucia R. Side Ave. Aragon L. Side Ave. Aragon R. Side Ave. Aragon L. Side Ave. Aragon R. Side Ave. Aragon L. Side Ave. Aragon R. Side Ave. Aragon R. Side Ave. Aragon L. Side Ave. Aragon L. Side Ave. Aragon R. Side Ave. Aragon L. Side Ave. Aragon R. Side Ave. Aragon L. Side Ave. Aragon Center Ave. Aragon L. Side Ave. Aragon L. Side Ave Secreto R. Side Ave Secreto R. Side Ave Secreto L. Side Ave Secreto Center Ave Secreto DG Path DG Path DG Path DG Path DG Path DG Path DG Path DG Path Station l+lO Station 1+35 Station 2+32 Station 16+57 Station 15+5 I Station l3+38 Station 11+50 Station 9+52 Station 7+74 Station 5+90 Station 4+80 Station 4+25 Station 2+82 Station 3+01 Station 3119 Station 5+01 Station 6t05 Station 1+17 Station 1+98 Station 2+75 Station 4+54 Station 6+00 Station 7+20 Station 81-17 N. of Lot 123 N. ofLot 124 N. ofLot 127 N. ofLot 133 N. of Lot 248 N. of Lot 143 N. of Lot 140 N. of Lot 137 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 30 0.0 34 0.0 34 0.0 34 0.0 34 0.0 34 0.0 34 0.0 34 0.0 34 115.1 119.5 13.1 114.8 119.5 12.2 115.6 119.5 12.7 115.6 119.5 13.0 113.9 119.5 11.8 114.1 119.5 11.5 115.2 119.5 12.1 116.7 119.5 12.6 116.0 119.5 13.0 114.6 119.5 12.7 116.8 119.5 11.9 115.2 119.5 13.1 115.0 119.5 12.5 116.3 119.5 11.8 115.8 119.5 10.6 117.5 119.5 12.2 116.7 119.5 11.8 117.9 119.5 12.6 117.0 119.5 12.0 115.1 119.5 11.6 114.7 119.5 10.9 116.0 119.5 10.8 116.1 119.5 12.1 115.7 119.5 11.6 110.6 121.0 12.6 108.9 121.0 13.2 109.5 121.0 11.9 111.6 121.0 12.0 111.2 121.0 12.1 110.8 121.0 12.6 110.5 121.0 11.7 109.8 121.0 13.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 96 96 97 97 95 95 96 98 97 96 98 96 96 97 97 98 98 99 98 96 96 97 97 97 91 90 90 92 92 92 91 91 Project Number: 851855-012 Project Name: ArroyoIUnits 2-4 Project Location: 0 Client: 0 Page 4 of 5 Leighton and Associates, Inc 711912 10:4457AW I 1 I I I 1 I I I I I I 1 SUMMARY OF FIELD DENSITY TESTS I I 1 I I I ~ Test Test Test Location Test Soil Dry Density Moisture (%) Relative (%) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. Comuaction Remarks AB 130 8/12/02 CG L. Side Ave. Aragon Station 16+92 AB 131 8/12/02 CG Median Ave. Aragon Station 1+96 AB 132 8112102 CG Median Ave. Aragon Station 2+13 AB 133 8/12/02 CG R. Side Ave. Aragon Station 1+70 “TEST NO. 50 DOES NOT EXIST” 0.0 30 115.3 119.5 11.2 12.0 96 0.0 30 115.0 119.5 10.9 12.0 96 0.0 30 115.7 119.5 12.1 12.0 97 0.0 30 114.9 119.5 11.7 12.0 96 Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 5 of 5 Leighton and Associates, Inc 711912 1044:57A\ I I I I I 1 I 1 I 1 I 1 I SUMMARY OF FIELD DENSITY TESTS I I I I I I Test Test Test Location Test Soil Dry Density Moisture (“A) Relative (%) No. Date Of Lot# Elev(ft) Type Field Max Field Opt. Compaction Remarks AC 1 9121101 ST AC 2 9/21/01 ST AC 3 9\21/01 ST AC 4 9/21/01 ST AC 5 9/21/01 ST AC 6 9/21/01 ST AC 7 9/21/01 ST AC 8 9/21/01 ST AC 9 9/21/01 ST AC 10 9/21/01 ST AC 11 llil3/Ol ST AC 11A 11/13/01 ST AC 12 l1/13/01 ST AC 13 3/15/02 ST AC 14 3/15/02 ST AC 15 3/15/02 ST AC 16 3/15/02 ST AC I7 4/24/02 ST AC I8 4/24/02 ST AC 19 4/24/02 ST AC 20 4/24/02 ST AC 21 4/24/02 ST AC 22 4/24/02 ST AC 23 4/24/02 ST AC 24 4/24/02 ST AC 25 4/24/02 ST AC 26 4/24/02 ST AC 27 4/24/02 ST AC 28 4/25/02 ST AC 29 4125102 ST AC 30 4/25/02 ST AC 31 4/25/02 ST Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Calle Cordoba Calle Cordoba Calle Cardoba Camino Alegre Camino Alegre Camino Alegre Camino Alegre Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Corte Del Cmce Corte Del Cruce Corte Del Cruce Corte Del Cruce Corte Del Cmce Corte Del Cmce Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Station 54+50 Station 53+50 Station 52+50 Station 51+00 Station 49+50 Station 48+00 Station 46+50 Station 45+00 Station 43+50 Station 42+00 Station 1+35 Station 1135 Station 1+25 Station 40+75 Station 39+55 Station 37+20 Station 36+42 Station 5+15 Station 7+75 Station 10+65 Station 11+65 Station 14+90 Station 2t70 Station 5+50 Station 8+00 Station 8+62 Station 6+18 Station 3+42 Station 16+35 Station 14+00 Station 13t00 Station 11+50 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 AC 1 AC 1 AC 1 AC 1 AC 1 AC 1 AC 1 AC I AC I AC 1 AC2 AC2 AC2 AC2 AC2 AC2 AC2 AC3 AC3 AC3 AC3 AC3 AC3 AC3 AC3 AC3 AC3 AC3 AC3 AC3 AC3 AC3 134.5 141.5 135.0 141.5 133.8 141.5 134.7 141.5 134.6 141.5 136.0 141.5 139.3 141.5 137.1 141.5 136.5 141.5 137.5 141.5 135.9 155.0 152.3 155.0 150.9 155.0 149.3 155.0 147.9 155.0 148.5 155.0 149.5 155.0 138.7 144.0 138.2 144.0 139.6 144.0 137.5 144.0 138.2 144.0 137.0 144.0 138.5 144.0 140.1 144.0 141.3 144.0 138.6 144.0 137.5 144.0 136.9 144.0 138.5 144.0 138.1 144.0 137.9 144.0 0.0 95 0.0 95 0.0 95 0.0 95 0.0 95 0.0 96 0.0 98 0.0 97 0 .o 96 0.0 97 0.0 88 0.0 98 0.0 97 0.0 96 0.0 95 0.0 96 0.0 96 0.0 96 0.0 96 0.0 91 0.0 95 0.0 96 0.0 95 0.0 96 0.0 97 0.0 98 0.0 96 0.0 95 0.0 95 0.0 96 0.0 96 0.0 96 RTON 11A RTOF 11 Project Number: 851 855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 1 of 4 Leighton and Associates, Inc 112012 3: I0:45PM I I I I I I I 1 1 I I I 1 1 I 1 1 I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (“A) Relative (%) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. ComDaction Remarks AC 32 AC 33 AC 34 AC 35 AC 36 AC 37 AC 38 AC 39 AC 40 AC 41 AC 42 AC 43 AC 44 AC 45 AC 46 AC 47 AC 48 AC 49 AC 50 AC 51 AC 52 AC 53 AC 54 AC 55 AC 56 AC 57 AC 58 AC 59 AC 60 AC 61 AC 62 AC 63 4/25/02 ST 4/25/02 ST 4125102 ST 4/25/02 ST 7/10/02 ST 7110102 ST 7110103 ST 7110102 ST 7110102 ST 7110102 ST 7110102 ST 7110102 ST 7110102 ST 7110102 ST 7110102 ST 7110102 PL 7/10102 PL 7110102 PL 8/21/02 ST 8/21/02 ST 8121102 ST 8/21\02 ST 8121102 ST 8121102 ST 8/21/02 ST 8/21/02 ST 8/21/02 ST 8121102 ST 8121102 ST 8121102 ST 8/21/02 ST 8/21/02 ST Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida Secreto Avenida Secretn Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Lot 246 Lot 246 Lot 246 Sitio Toledo Sitio Toledo Sitio Toledo Sitio Andalucia Sitio Andalucia Sitio Andalucia Calle Acervo Calle Acervo Calle Acervo Calle Acervo Calle Acervo Calk Acervo Calk Acervo Calle Acervo Station 9+90 Station 8+12 Station 6+50 Station 4+20 Station 0+79 Station 1+78 Station 2136 Station 3+84 Station 5+43 Station 6+75 Station 8+40 Station 2+95 Station 4+25 Station 4+40 Station 6+55 Station 1+34 Station 2+20 Station 3+10 Station 0+70 Station 1+54 Station 2+10 Station 16+84 Station 14+58 Station I1+80 Station 9+10 Station 7+32 Station 14+75 Station 13+16 Station 7+86 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 AC3 AC3 AC3 AC3 AC5 AC 5 AC5 AC5 AC5 AC5 AC5 AC5 AC5 AC5 AC5 AC5 AC5 AC5 AC6 AC6 AC6 AC6 AC6 AC6 AC6 AC6 AC6 AC6 AC6 AC6 AC6 AC6 140.0 144.0 141.6 144.0 139.8 144.0 138.7 144.0 140.3 146.0 141.7 146.0 140.9 146.0 139.8 146.0 142.6 146.0 143.7 146.0 141.8 146.0 140.9 146.0 141.5 146.0 139.9 146.0 140.1 146.0 139.2 146.0 141.7 146.0 140.2 146.0 143.1 146.8 144.5 146.8 142.6 146.8 142.0 146.8 143.2 146.8 140.8 146.8 141.7 146.8 139.9 146.8 140.8 146.8 142.6 146.8 141.9 146.8 144.2 146.8 141.5 146.8 142.5 146.8 0.0 97 0.0 98 0.0 97 0.0 96 0.0 96 0.0 97 0.0 97 0.0 96 0.0 98 0.0 98 0.0 97 0.0 91 0.0 91 0.0 96 0.0 96 0.0 95 0.0 97 0.0 96 0.0 97 0.0 98 0.0 97 0.0 97 0.0 98 0.0 96 0.0 97 0.0 95 0.0 96 0.0 97 0.0 97 0.0 98 0.0 96 0.0 97 ~ ~~ ~ ~~ Project Number: 851855-012 Project Name: Arroyo/Units 2-4 Project Location: 0 Client: 0 Page 2 of 4 Leighton and Associates, Inc 7/20/2 3:lO 46PM 1 I I I I I 1 I 1 I I I I 1 I I I I SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture ("A) Relative (%) No. Date Of Lot# Elev (ft) Type Field Max Field Opt. Compaction Remarks AC 64 AC 65 AC 66 AC 67 AC 68 AC 69 AC 70 AC 71 AC 72 AC 73 AC 74 AC 75 AC 76 AC 77 AC 78 AC 79 AC 80 AC 81 AC 82 AC 83 AC 84 AC 85 AC 86 AC 87 AC 88 AC 89 AC 90 AC 91 AC 92 AC 93 AC 94 AC 95 2/8/03 2/8/03 2/8/03 2/8/03 2/8/03 2/8/03 2/8/03 2/8/03 5/6/03 5/6/03 5/6/03 5/6/03 5/6/03 5/6/03 5/6/03 5/6/03 5/6/03 5/6/03 5/7/03 5/7/01 5/7/03 5/7/03 5/7/03 5/7/03 5/7/03 5/7/03 5/7/03 5/7/03 5/7/03 7/29/03 7/29/03 7/29/03 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida Aragon Avenida Aragon Avenida Aragon Avenida Aragon Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Avenida La Cima Calle Cordoba Calle Cordoba Avenida De Sueno Avenida De Sueno Avenida De Sueno Avenida De Sueno Camino Alegre Camino Alegre Camino Alegre Camino Alegre Camino Alegre Avenida Secreto Avenida Secreto Avenida Secreto Station 54t-50 Station 53+25 Station 51150 Station 49+25 Station 3125 Station 5+10 Station 6t50 Station 9+00 Station 14+20 Station 11+50 Station 8+55 Station 5+30 Station 3145 Station 13+00 Station 9+50 Station 5+60 Station 2+65 Station 2+00 Station 0+15 Station Ot40 Station 49+50 Station 45+00 Station 46+00 Station 42-tOO Station 39+40 Station 37+00 Station 39+90 Station 38+35 Station 36+75 Station 1+75 Station 2+50 Station 3+50 0.0 AC7 0.0 AC7 0.0 AC7 0.0 AC7 0.0 AC7 0.0 AC7 0.0 AC7 0.0 AC7 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC8 0.0 AC4 0.0 AC4 0.0 AC4 142.5 146.5 141.1 146.5 139.3 146.5 140.9 146.5 142.3 146.5 139.6 146.5 140.9 146.5 144.0 146.5 139.6 146.0 138.9 146.0 139.6 146.0 142.3 146.0 143.3 146.0 140.6 146.0 138.7 146.0 141.2 146.0 138.9 146.0 144.0 146.0 138.9 146.0 142.4 146.0 140.5 146.0 139.2 146.0 143.1 146.0 141.2 146.0 141.5 146.0 138.9 146.0 139.5 146.0 142.5 146.0 138.6 146.0 139.8 143.5 140.7 143.5 141.2 143.5 0.0 97 0.0 96 0.0 95 0.0 96 0.0 97 0.0 95 0 .o 96 0.0 98 0.0 96 0.0 95 0.0 96 0.0 97 0.0 98 0.0 96 0.0 95 0.0 97 0.0 95 0.0 99 0.0 95 0.0 98 0.0 96 0.0 95 0.0 98 0.0 97 0.0 97 0.0 95 0.0 96 0 .o 98 0.0 95 0.0 97 0.0 98 0.0 98 Project Number: 851855-012 Project Name: ArroyolUnits 2-4 Project Location: 0 Client: 0 Page 3 of 4 Leiehton and Associates. Inc 712012 3'10:46PM I I 1 I I I I 1 1 1 1 I 1 1 I I 1 I 1 SUMMARY OF FIELD DENSITY TESTS Test Test Test Location Test Soil Dry Density Moisture (%) Relative (Ye) No. Date Of Lot # Elev (ft) Type Field Max Field Opt. Compaction Remarks AC 96 AC 97 AC 98 AC 99 AC 100 AC 101 AC 102 AC 103 AC 104 AC 105 AC 106 AC 107 AC 108 AC 109 AC 110 AC 111 AC 112 AC 113 AC 114 AC 115 AC 116 AC 117 AC 118 AC 119 AC 120 AC 121 AC 122 7/29/03 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 1/29/03 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 7129103 ST 7/29/03 ST 7/29/03 ST 7/29/03 ST 7129103 ST 7129103 ST Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Avenida Secreto Sitio Toledo Sitio Toledo Sitio Toledo Sitio Toledo Sitio Toledo Sitio Toledo Sitio Toledo Sitio Toledo Avenida Aragon Avenida Aragon Corte Del Cruce Corte Del Cruce Corte Del Cruce Corte Del Cruce Corte Del Cruce Corte Del Cmce Cone Del Cruce Corte Del Cruce Cone Del Crnce Corte Del Cruce Station 4+25 Station 5+50 Station 6+25 Station 7+25 Station 8+00 Station 1+00 Station 8+50 Station 1+00 Station 2+20 Station 2+80 Station 3+23 Station 1+50 Station 2+75 Station 3+00 Station 3+20 Station 6+00 Station 6+75 Station 2+30 Station 4+00 Station 5+70 Station 7+35 Station 8+30 Station 7+60 Station 6+75 Station 5+15 Station 3+45 Station 2+20 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 AC4 140.4 143.5 139.4 143.5 141.0 143.5 138.4 143.5 142.2 143.5 141.9 143.5 143.1 143.5 140.7 143.5 141.1 143.5 142.2 143.5 140.1 143.5 139.9 143.5 143.1 143.5 140.9 143.5 142.0 143.5 140.7 143.5 141.7 143.5 140.2 143.5 141.1 143.5 140.7 143.5 139.8 143.5 139.9 143.5 140.9 143.5 140.3 143.5 140.1 143.5 140.0 143.5 138.5 143.5 0.0 98 0.0 97 0.0 98 0.0 96 0.0 99 0.0 99 0.0 100 0.0 98 0.0 98 0.0 99 0.0 98 0.0 97 0.0 100 0.0 98 0.0 99 0.0 98 0.0 99 0.0 98 0.0 98 0.0 98 0.0 97 0.0 97 0.0 98 0.0 98 0.0 98 0.0 98 0.0 97 Project Number: 851855-012 Project Name: ArroyolUnits 2-4 Project Location: 0 Client: 0 Page 4 of 4 Leichton and Aswclates Tnc 851855-013 10 Olive-gray sandy silt APPENDIX C Laboratow Testina Procedures and Test Results 114.5 16.5 Maximum Density Tests: The maximum dry density and optimum moisture content of typical soils were determined in accordance with ASTM Test Method D1557. The results of these tests are presented in the table below: 12 Olive-brown clayey sandy silt Sample Number 118.5 13.5 Sample Description /I 13 I Gray green clayey silt 111.5 18.5 Optimum Moisture Content Maximum Dry Density (pcQ I 14 15 Pale yellow-light browdmedium brown clayey 122.0 11.5 Pale yellow-light brown fine to medium sand 119.5 12.5 sand 16 I Pale yellow light brown sand with green clay I 120.0 12.5 I/ 17 I Orange-brown silty sand 117.0 10.5 I 18 Gray-light brown fine to medium sand 118.0 13.5 c-1 11 19 I Gray-light brown sand with green clay 120.5 12.5 I 20 I Light brown silty fine sand with yellow limonite 1 105.5 20.5 851855-013 Dry Density (pcQ APPENDIX C (Continued) Optimum Moisture Content (%I Sample Number 23 24 Sample Description Green silty sandy clay 111.5 16.5 Miscellaneous Recycled Aggregate Base 128.5 9.0 26 27 I1 21 I Olive-gray/pale brown silty sand I 123.0 I 12.0 II Lime-treated subgrade soil 113.0 16.5 Miscellaneous Recycled Aggregate Base 116.0 14.0 I1 22 I Pale gray silty sand I 128.0 1 9.0 II 29 30 Class 2 Aggregate Base 139.5 8.0 Recycled Class 2 Aggregate Base 119.5 12.0 11 25 I Lime-treated subgrade soil I 11 1.0 I 17.0 II 33 34 Class 2 Aggregate Base 142.0 6.0 Recycled Class 2 Aggregate Base 121.0 11.0 11 28 I Lime-treated subgrade soil I 109.5 I 18.0 I1 Sample Number Sample Description Laboratory Density (pcQ 11 31 1 Class 2 Aggregate Base I 141.5 I 6.0 II AC2 11 32 I Shading sand I 132.0 I 8.5 II 3/4-inch AC 155.0 AC4 AC Laboratory Maximum Density Tests: The laboratory maximum density of the asphalt concrete samples was determined by the Hveem Method, California Test Method Nos. 304 and 308. The results of the tests are presented in the table below: 3/4-inch AC 143.5 AC6 3/4-inch AC 146.8 II AC3 I 3/4-inch AC I 144.0 I1 AC8 3/4-inch AC 146.0 c-2