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CT 75-07; Green Valley Knolls; Soils Report; 1976-08-27
PHlLlP t4ENKING BENTON PIESIIICNT ClYlL ENGINEER BENTON ENGINEERING. INC. APPLIED 501L MECHANICS ~ FO”NDAT,ONS 6717 CONVOY COURT SAN DIEGO. C*LIFORNI* 92111 August 27, 1976 TELEPHONE ,,I41 565,955 La Costa Land Company 2100 Costa Del Mar Road Carl&ad, California 92008 Subject: Reject No. 76-4-20D Report on Compacted Filled Ground Green Volley Knolls Carlsbad Tract No. 75-7 Except Lots 224 to 229, inclusive La Costa Area of Carlsbod, California Gentlemen: This is to report the results of tests and observations made in ader to inspect the ccmpoction of filled ground placed on certain areas of Green Valley Knolls in the La Costa Area of Carl&d, California. Grading on Lots 224 to 229, inclusive, has not been canpleted as of this date and a separate repat covering these lots will be submitted at a future time. The fills were placed during the period between April 21 and August 14, 1976. The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on the attached Drawing No. 1, entitled “Location of Ccmpacted Filled Ground. ” The grading plan used for the placement of filled ground, dated April 6, 1976, was prepared by Rick Engineering Ccmpany. The approximate locations at which the tests were taken and the final test results are presented on pages 4 to 38, inclusive, under the “Table of Test Results.” The laboratory determinations of the maximum dry densities and optimum moisture contents of the maior fill materials are presented on page 39, under the “Laboratory Test Results. ” Sane of the maximum dry densities shown in the “Table of Test Results” were combinations of these. The tests were taken during the weekly periods indicated below: Test Number Week Ending 1 to 28, inclusive April 24, 1976 29 to 84, inclusive May 1, 1976 85 to 211, inclusive May 8, 1976 212 to 334, inclusive May 15, 1976 335 to 458, inclusive May 22, 1976, 459 to 545, inclusive May 29, 1976 Project No. 76-4-20D La Costa Land Company -2- August 27, 1976 Test Number Week Ending 546 to 618, inclusive 619 to 725, inclusive 726 to 824, inclusive 825 to 920, inclusive 921 to 989, inclusive 990 to 1039, inclusive 1040 to 1072, inclusive 1073 to 1141, inclusive 1142 to 1191, inclusive 1192 to 1196, inclusive June 5, 1976 June 12, 1976 June 19, 1976 June 26, 1976 July 3, 1976 July 10, 1976 July 17, 1976 July 24, 1976 July 31, 1976 August 14, 1976’ Filled ground was placed over some areas of ccmpacted filled ground existing on the southerly pwtion of the property. The results of field density tests taken in these existing cunpacted filled ground areas were presented in our previous report doted January 8, 1975 and entitled “Project No. 73-ll-12D, Final Report on Compacted Filled Ground, Spanish Village Unit No. 1, Carl&ad Tract No. 72-24, Corlsbad, Califania. Existing loose, soft, w unsuitable natural soils were removed beneath the proposed fill areas as recommended and the ccmpacted filled ground was placed on suitable natural ground. Expan- sive soils were removed where these existed in the upper three feet below finished grade and for the lots covered in this report. The final results of tests and observations indicate that the compacted filled ground has been placed ot 90 percent of the maximum dry density or greater. It has been determined that the fill materials, ccmpacted to 90 percent of the maximum dry density, have a safe bearing value of 1658 pounds per square foot for one foot wide continuous footings founded at least one foot below the final ccmpacted ground surface and placed five feet or more inside the top of com- pacted filled ground slopes. If footings are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 l/2 horizontal to 1 vertical line projected outward and downward frun a point 5 feet haizontally inside the top of compacted filled ground slopes. All buried exterior utility lines should be City of Corlsbad approved plastic lines due to the corrosive characteristics of the soils, unless sufficient field tests are taken to establish that nonccrroslve soils exist in the utility trench areas. Respectfully submitted, BENTON ENGINEERING, INC. By &c R. C. Remer Reviewed b R.C.E. No. 10332 Distr: on page 3 BENTON ENc,INEERING. INC. Project No. 76-4-20D La Costa Land Company -3- August 27, 1976 Dish: (3) Addressee (2) Addressee Attention: Mr. Burton C. Kramer (2) City of Carl&ad Building Deporhnent (1) Rick Engineering Company, Carl&ad RCR/PH B/ew BENTON ENGINEERING. INC. Project No. 76-4-20D Green Valley Knolls Test No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Approx- imate Location Lot No. 227 W. Side 228 Center 229 Center 228 Center 227 W. Side 228 Center 229 Center 229 E. Side 228 E. Side 227 E. Side 227 W. Side 228 Center 229 E. Side 227 Center 228 E. Side 229 W. Side Perenne PI. Sta. 2+00 Perenne PI. sto. 4-tcO 225 W. Side 224 W. Side Depth of Fill at Test in Feel 1.0 3.0 2.0 3.0 1 .o 3.0 2.0 1 .o 2.0 2.0 5.0 7.0 6.0 9.0 11.0 10.0 1.0 1 .o 1 .o 2.0 -4- August 27, 1976 TABLE OF TEST RESULTS Field Dry Moisture Density % dry wt Ib/cu ft 11.4 101.7 11.7 99.3 14.2 97.9 13.8 98.2 12.7 103.4 13.7 103.0 13.2 103.0 11 .o 102.9 12.3 102.3 17.6 100.8 16.1 100.3 13.3 103.4 15.8 101.1 18.3 105.3 15.4 102.9 16.0 98.7 12.3 102.8 13.1 100.3 17.5 101.7 9.9 104.0 Maximum Dry Density Percent Ib/cu ft Compaction 113.4 89.7 113.4 87.6 113.4 86.3 113.4 86.6 113.4 91.2 111.3 92.5 111.3 92.5 113.4 90.7 113.4 90.2 111.8 90.2 110.2 91 .o 113.4 91.2 110.2 91.7 116.2 90.6 114.0 90.3 109.0 90.5 114.0 90.2 Ill.0 90.4 109.0 93.3 114.3 91 .o Remarks Reworked Reworked Reworked Reworked Ck on #l Ck on #2 & 4 Ck on 83 BENTON ENGINEERING. INC. Project No. 76-4-20D Green Valley Knolls Test No. 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Approx- Depth imate of Fill Location at Test Lot No. in Feet Perenne PI. 1 .O End of Cd de sac 226 E. Side 225 Center 224 W. Side 224 W. Side 225 W. Side 225 E. Side 224 E. Side 224 E. Side 225 E. Side 224 E. Side SDG 8, E Easement Rear Lot 225 SDG 8, E Rear Lot 224 SDG & E Rear Lot 225 220 Rear 221 Rear 222 Rear 3.0 12.4 107.0 117.3 91.2 5.0 10.5 105.8 116.9 90.5 6.0 16.1 99.6 111.8 89.1 6.0 14.5 103.9 111.8 92.9 7.0 11.9 106.2 114.3 92.9 4.0 13.5 106.1 116.9 90.8 4.0 20.6 88.8 111.8 79.4 2.0 10.5 100.6 110.2 91.3 2.0 10.5 104.0 110.2 94.4 4.0 13.1 100.3 110.2 91.0 1 .o 14.3 103.8 114.0 91 .o 1.0 5.0 1 .o 1.0 2.0 11.7 103.5 114.0 90.8 14.8 105.2 116.2 90.5 21.2 98.3 109.0 90.2 8.6 98.0 109.0 90.0 22.7 98.6 109.0 90.5 -5- August 27, 1976 TABLE OF TEST RESULTS, CONT. Field DV Dry Moisture Density Density % dry wt Ib,‘cu ft Ib/cu ft 13.3 106.2 116.9 Percent Compaction Remarks 90.8 Reworked Ck on #24 Reworked Ck on #28 BENTON ENGINEERING. INC Project No. 76-4-20D Green Valley Knolls Test No. 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 Approx- Depth imate of Fill Location at Test Lot No. in Feel 219 Rear 220 Rear 221 Rear 225 Cm ter 229 W. Side 229 E. Side 225 N. Side 228 E. Side 227 Center 204 SDG&E Easement East226 156 155 140 138 136 134 Vueta Ct. Sta. 3iOO 142 143 141 142 143 140 139 Vueta Ct. Sta. l+OO 137 3.0 5.0 18.5 102.2 109.0 93.8 5.0 22.3 98.3 109.0 90.2 9.0 15.0 100.8 110.4 91.3 12.0 13.3 111.2 120.4 92.4 12.0 12.9 112.8 120.4 93.7 2.0 13.8 104.6 114.0 91.7 13.0 16.0 103.5 111.5 92.9 11.0 2.0 21.5 99.2 109.0 91.0 4.0 14.0 111.8 120.4 92.9 2.0 16.1 107.8 119.2 90.5 3.0 8.4 106.8 114.0 93.7 2.0 7.9 102.0 112.3 90.8 2.0 6.3 106.2 115.4 92.0 2.0 9.3 106.0 115.4 91.9 2.0 10.4 103.6 114.0 90.9 4.0 9.6 107.8 116.2 92.8 2.0 11.6 108.2 119.2 90.7 4.0 7.6 103.6 114.0 90.9 4.0 7.8 100.3 110.2 91.0 6.0 8.2 106.9 116.2 92.0 8.0 6.8 107.6 116.2 92.6 6.0 11.5 108.7 115.5 94.1 4.0 11.3 107.3 114.0 94.1 2.0 JO.9 104.0 111.8 93.0 2.0 11.2 113.6 119.2 95.3 -6- August 27, 1976 TABLE OFTEST RESULTS, CONT. Field Dry Moisture Density % dry wt Ib/cu ft 16.8 103.0 9.4 lO4.9 Maximum Dry Density Percent Ib/cu ft Compaction Remarks 109.0 94.5 114.0 92.0 BENTON ENOINEERING. INC. Project No.76-4-20D Green Valley Knolls -7- August27, 1976 Test No. 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 Approx- Depth imote of Fill Location at Test Lot No. in Feet 135 2.0 130 2.0 Palacio Dr. 2.0 Sta. 4+OO 129 4.0 131 4.0 133 4.0 144 2.0 RecodoCt. 4.0 Sta. 5+OO 132 6.0 130 6.0 Valacio Dr. 6.0 Sta. 4iOO Vueta Ct. 8.0 sta.3+OO 134 6.0 136 4.0 138 6.0 141 8.0 108 2.0 121 2.0 121 4.0 Cumbre Ct. 2.0 Sta. 1+85 Levante St. 4.0 Sto. 84+20 196 2.0 144 4.0 107 2.0 109 2.0 107 6.0 120 2.0 Palacio Dr. 4.0 Sta. 2+50 129 8.0 131 8.0 133 8.0 135 4.0 137 4.0 TABLE OFTEST RESULTS, CONT. Field Dry Moisture Density % dry wt Ib/cu ft Maximum Dry Density Percent Ib/cu ft Compaction Remarks 9.1 100.1 110.2 90.8 9.2 108.2 116.2 93.1 9.4 114.4 120.4 95.0 9.4 109.2 116.2 94.0 12.6 108.2 116.2 93.0 10.0 110.5 120.4 91.7 6.9 108.0 116.2 93.0 10.1 108.6 116.2 93.5 9.7 109.5 119.2 91.9 7.3 105.5 115.4 91.4 10.2 108.2 119.2 90.7 8.9 105.4 115.5 91.3 7.6 108.0 116.2 93.0 10.3 106.9 116.2 92.1 9.2 104.9 113.5 92.5 9.5 103.4 113.5 91.2 9.9 103.7 114.0 91.0 11.4 103.0 114.0 90.4 10.6 104.5 114.0 91.7 12.1 116.5 120.4 96.8 12.9 109.7 120.4 91.1 9.3 105.9 114.0 92.9 7.4 105.5 115.4 91.4 9.4 102.6 114.0 90.0 14.7 109.2 114.8 95.1 11.3 104.1 115.4 90.2 9.3 105.5 116.2 90.8 10.7 106.0 116.2 91.2 10.3 104.4 115.5 90.4 9.1 102.1 113.4 90.0 11.8 105.3 115.4 91.2 9.7 104.6 115.5 90.7 9.1 105.8 115.4 91.7 BENTON ENGINEERING. INC. Project No. 76-4-20D Green Valley Knolls -8- August 27, 1976 Test No. 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 APP rox- Depth imate of Fill Location at Test Lot No. in Feet Vueta Ct. 6.0 Sta. 1+08 139 8.0 Vueta Ct. 12.0 Sta. 3X0 Recode Ct. 8.0 Sta. 5+00 108 6.0 110 2.0 121 8.0 144 10.0 142 10.0 140 10.0 143 12.,0 141 12.0 144 14.0 143 16.0 Vueta Ct. 16.0 Sta. 3tO0 130 10.0 Palacio Dr. 10.0 sto. 4+00 131 12.0 129 12.0 Palacio Dr. Sta. 2+50 8.0 122 2.0 120 6.0 121 12.0 107 10.0 109 6.0 108 10.0 Recode Ct. 12.0 sta.5+08 132 10.0 134 10.0 Palacio Dr. 14.0 Sta. 4+00 130 14.0 110 6.0 109 10.0 107 14.0 122 6.0 TABLE OFTEST RESULTS, CONT. Field Moisture % dry wt Dry Maximum Dry Density Density Percent Ib/cu ft Ib/cu ft Compaction Remarks 9.2 107.5 115.4 93.2 10.0 106.1 115.4 91.9 9.7 106.2 115.4 92.0 11.3 107.7 116.2 92.7 15.6 105.6 116.2 90.9 8.7 108.6 117.3 92.6 11.2 112.5 120.4 93.4 11.2 110.7 120.4 91.9 9.8 109.3 120.4 90.7 9.6 109.5 119.2 91.9 11.8 108.2 117.3 92.3 16.5 106.6 116.2 91.7 12.1' 107.6 116.2 92.6 15.2 102.5 113.4 90.4 9.3 108.2 116.2 93.1 10.3 100.1' 110.2 90.8 7.4 105.9 116.2 91.1 7.5 108.2 115.4 93.8 9.1 105.1 113.4 92.7 9.1 108.0 116.2 92.9 9.1 105.6 115.4 91.5 11.9 101.6 111.8 90.9 8.7 104.2 115.4 90.3 12.0 108.7 116.2 93.5 9.7 107.2 116.2 92.3 8.9 110.4 119.2 92.6 11.3 111.7 120.4 92.8 9.8 103.8 10.3 103.2 9.5 100.5 114.3 113.5 110.2 115.4 115.4 115.4 113.4 110.2 90.8 90.9 91.2 9.6 106.3 10.8 105.1 9.6 106.9 10.9 102.2 10.7 100.5 92.1 91.1 92.7 90.1 91.2 BENTON ENGINEERING. INC Project No. 76-4-20D Green Valley Knolls -9- August27, 1976 Test No. 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 Approx- Depth imate of Fill Location at Test Lot No. in Feet 120 10.0 111 2.0 110 10.0 lC8 14.0 Recode Ct. 16.0 Sta. 5+00 107 18.0 109 14.0 Recode Ct. 20.0 Sta. 5+00 144 18.0 Palacio Dr. 18.0 Sta. 4iQO 119 2.0 121 16.0 123 4.0 109 14.0 107 18.0 Recode Ct. 20.0 sta. 5too 111 6.0 119 2.0 131 16.0 129 16.0 130 18.0 139 10.0 Rear 138 8.0 Rear 136 6.0 136 6.0 Rear 134 10.0 Rear 142 14.0 141 12.0 Rear 108 18.0 110 14.0 TABLE OFTEST RESULTS, CONT. Field Maisture % dry wt Dry Maximum Dry Density Density Percent Ib/cu ft Ib/cu ft Compaction Remarks 10.2 102.2 113.4 90.1 11.4 103.8 113.4 91.5 9.4 107.0 115.4 92.7 8.2 103.3 114.9 90.0 9.5 105.9 114.0 92.9 9.3 103.4 114.0 90.7 9.2 106.5 114.0 93.4 9.4 105.5 114.0 92.5 12.1 108.0 117.3 92.1 10.8 105.9 116.2 91.1 11.9 99.1 117.2 84.6 7.6 106.6 115.4 92.4 11.0 105.0 115.4 91.0 11.4 106.3 116.2 91.5 10.6 106.3 116.2 91.5 11.2 104.8 115.4 90.8 10.8 105.0 115.4 91.0 10.3 100.5 110.2 91.2 13.0 112.4 119.2 94.3 12.6 110.1 117.3 93.9 9.2 111.5 113.5 98.2 10.7 106.9 113.5 94.2 6.1 104.6 111.8 93.6 6.7 106.0 111.8 94.8 10.1 107.3 113.5 94.5 10.8 110.1 115.4 95.4 11.0 14.7 5.3 9.1 111.5 115.4 96.6 105.4 115.4 91.3 107.8 119.2 90.4 105.9 115.4 91.8 Reworked Ck on #143 BENTON ENGINEERING. INC. Project No. 76-4-20D Green Valley Knolls -lO- Test No. 163 164 16.5 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 Approx- Depth imate of Fill Location at Test Lot No. in Feet 119 6.0 120 14.0 133 12.0 132 14.0 131 20.0 120 18.0 Vueta Ct. 10.0 Sta. l+OO 135 6.0 Recode Ct. 4.0 Sta. 7iOO 118 4.0 122 10.0 121 20.0 149 2.0 148 4.0 150 2.0 141 14.0 107 22.0 109 18.0 133 14.0 117 2.0 119 10.0 Recode Ct. 24.0 Sta. 5tOO 121 24.0 109 18.0 107 26.0 108 22.0 110 18.0 117 4.0 111 10.0 109 22.0 111 14.0 Palacio Dr, 12.0 Sta. 2+OO Patacio Dr. 16.0 Sta. 240 129 20.0 122 14.0 TABLE OFTEST RESULTS, CONT. Field Moisture % dry wt Dry Maximum Dry Density Density Percent Ib/cu ft lb/cu ft Compaction Remarks 14.8 109.9 116.2 94.6 14.0 111.4 114.0 97.7 7.8 107.8 111.8 96.4 9.1 108.2 104.0 95.0 10.0 105.5 114.0 92.6 10.7 109.5 114.0 96.0 16.5 107.3 115.4 93.0 6.2 112.1 119.2 94.0 12.0 104.7 115.4 90.7 10.7 108.1 116.2 93.0 7.9 104.8 115.4 90.8 10.8 107.1 117.3 91.3 13.6 107.7 117.3 91.8 12.3 103.8 114.0 91.1 7.3 106.9 114.0 93.8 11.0 107.6 115.4 93.2 8.6 106.3 114.0 93.2 10.7 loo.5 116.2 86.5 11.9 110.5 115.4 95.8 14.1 104.6 113.5 92.2 10.5 105.1 115.4 91.1 8.4 110.1 113.5 97.0 10.1 113.0 116.2 97.2 8.7 106.7 116.2 91.8 9.3 108.7 116.2 93.5 10.9 108.1 116.2 93.0 13.0 113.0 119.2 94.8 8.7 105.4 110.2 95.6 13.7 110.3 119.2 92.5 9.0 106.1 115.4 91.9 11.0 107.2 114.0 94.0 13.3 111.6 119.2 93.6 13.5 108.1 116.2 93.0 11.7 110.7 119.2 92.9 12.6 108.2 117.3 92.2 August 27, 1976 Reworked Ck on #180 BENTON ENGINEERING. INC. Project No. 76-4-20D Green Valley Knolls Test No. 198 199 200 201 202 203 204 205 206 207 205 209 210 211 212 213 214 215 216 217 218 219 Approx- Depth imate of Fill Location at Ted Lot No. in Feet 118 8.0 120 22.0 122 18.0 124 2.0 112 4.0 108 26.0 110 22.0 111 18.0 Recode Ct. 8.0 Sta. 7+00 Recode Ct. 12.0 Sta. 7tO0 123 12.0 119 14.0 117 6.0 123 16.0 122 22.0 118 12.0 117 10.0 Palocio Dr. 20.0 Sta. 2&O Palacio Dr. 22.0 Sta. 4+00 129 24.0 130 22.0 Palacio Dr. 24.0 Sta. 2+00 220 219 221 131 222 120 223 130 224 110 225 111 226 112 227 124 228 203 229 205 230 204 231 218 232 Falda PI. sto.2+00 7.0 6.9 103.5 114.0 90.8 24.0 10.6 113.9 118.3 96.3 24.0 9.2 105.4 111.8 94.3 26.0 8.9 105.6 111.8 94.5 26.0 15.3 112.2 117.3 95.7 22.0 16.1 101.6 112.3 90.5 8.0 9.3 109.8 112.3 97.8 4.0 8.8 108.5 111.8 97.0 4.0 6.2 106.4 111.8 95.2 4.0 8.6 105.8 111.8 94.6 6.0 10.9 110.7 119.2 92.9 2.0 7.7 105.4 111.8 94.3 4.0 7.2 101.9 111.8 91.1 -ll- August27, 1976 TABLE OFTEST RESULTS, CONT. Field Moisture % dry wt DV Density Ib/cu ft Maximum Dry Density Ib/cu ft Percent Compaction Remarks 13.7 106.7 115.4 92.5 13.3 107.4 116.2 92.4 13.2 104.3 114.0 91.5 6.8 112.3 120.6 93.2 11.3 117.7 120.4 97.8 9.9 114.5 119.2 96.0 8.1 108.0 117.3 92.0 8.5 106.3 116.2 91.5 9.7 109.5 117.3 93.3 9.7 111.3 117.3 94.9 8.8 112.5 117.3 95.9 9.8 112.8 117.3 96.1 7.9 107.9 114.0 94.6 13.4 104.3 114.0 91.5 7.8 106.3 117.3 90.6 10.2 105.9 117.3 90.3 11.5 105.1 116.2 90.4 9.0 106.6 117.3 90.9 8.4 108.4 116.2 93.3 8.6 102.0 112.6 90.6 8.4 108.6 116.2 93.5 8.7 107.9 117.3 92.0 BENTON ENGINEER ‘.G INC Project No. 76-4-20D Green Valley Knolls -12- August27, 1976 Approx- imate Test Location No. Lot No. 233 222 234 220 235 223 236 221 237 SDG&E Easement Rear 224 238 SDG8E Easement Rear 225 239 SDG&E Easement Rear 224 240 205 241 111 242 112 243 109 244 110 245 136 246 138 247 135 248 137 249 222 250 219 251 188 252 186 253 176 254 187 ' 255 177 256 188 257 186 258 176 259 189 260 187 261 177 262 175 Depth of Fill at Test in Feet Field Dry Moisture Density % dry wt Ib/cu ft Maximum Dry Density Percent Ib/cu ft Compaction Remarks 6.0 7.9 105.1 111.8 94.0 9.0 8.2 104.6 115.4 90.6 4.0 7.4 104.9 115.4 90.9 9.0 8.9 110.5 119.2 92.7 5.0 8.1 108.6 116.2 93.5 9.0 8.4 108.1 117.3 92.2 9.0 8.0 109.6 119.2 91.9 8.0 26.0 12.0 26.0 30.0 10.0 10.0 12.0 12.0 10.0 11.0 2.0 2.0 2.0 4.0 4.0 6.0 6.0 6.0 2.0 8.0 8.0 2.0 13.1 107.4 115.5 93.0 14.2 101.8 110.2 92.4 19.0 110.8 117.3 94.4 14.9 108.2 116.2 93.1 11.7 107.3 116.2 92.4 11.0 109.1 116.2 93.9 11.4 108.2 116.2 93.1 12.6 104.9 115.4 90.9 12.5 108.4 115.4 94.0 10.2 110.9 115.4 96.1 14.7 99.9 109.0 91.7 14.9 107.9 119.2 90.5 12.8 111.3 119.2 93.3 13.0 110.1 119.2 92.4 8.1 108.5 115.5 94.0 7.8 106.3 115.4 92.1 14.2 109.9 115.4 95.2 14.1 108.4 115.4 93.9 9.3 105.4 115.4 91.3 9.7 106.2 116.2 91.4 8.9 107.7 117.3 91.8 14.2 109.7 115.4 95.1 13.8 109.6 115.4 95.0 10.8 107.0 115.4 92.7 263 Ladera Ct. 2.0 Sta. 4+00 264 135 8.0 TABLE OFTEST RESULTS.CONT. 9.9 104.2 115.4 90.3 BENrON ENGINEERING. INC. Project No. 76-4-20D Green Valley Knolls -13- August27, 1976 Approx- imate Test Location No. Lot No. 265 136 266 134 267 226 East 268 225 Rear 269 175 270 171 271 219 272 222 273 220 274 223 275 218 276 136 277 129 278 131 279 130 280 129 281 129 282 130 283 118 284 117 285 118 286 117 287 123 288 122 289 124 290 123 291 203 292 204 293 202 294 211 295 211 296 211 297 210 298 206 299 212 300 213 301 211 302 205 Depth of Fill at Test in Feet Field Moisture %drywt Dry Density Ib,'cu ft Maximum Dry Density lb,'cu ft Percent Compaction Remarks 8.0 7.2 110.9 120.4 92.1 14.0 10.2 103.7 113.5 91.4 6.0 11.9 106.2 115.4 92.0 11.0 15.0 105.8 115.4 91.7 6.0 11.7 109.7 117.3 93.5 2.0 13.9 108.9 117.3 92.8 11.0 10.3 102.9 111.8 92.0 10.0 10.4 116.7 116.2 loo.4 13.0 10.5 116.9 116.2 100.6 8.0 10.2 110.9 116.2 95.4 6.0 10.1 111.8 116.2 96.2 10.0 15.8 108.2 117.3 92.2 26.0 10.6 112.9 117.3 96.3 26.0 11.3 111.4 115.4 96.5 30.0 10.6 109.5 115.4 94.9 30.0 11.9 110.0 115.4 95.3 34.0 8.7 108.8 115.4 94.3 34.0 10.9 104.5 114.0 91.7 16.0 8.9 109.3 115.4 94.7 14.0 8.7 107.7 115.4 93.4 18.0 10.9 105.9 115.4 91.7 18.0 10.4 106.1 115.4 91.9 20.0 10.5 106.8 114.0 93.7 26.0 11.9 107.2 115.4 92.9 6.0 15.0 107.6 115.4 93.2 24.0 11.9 115.7 117.3 98.7 8.0 9.8 107.8 114.0 94.6 10.0 9.7 105.7 114.0 92.6 4.0 10.0 107.9 115.4 93.5 2.0 8.4 105.6 112.3 94.1 4.0 10.0 106.6 114.0 93.5 6.0 11.4 105.9 114.0 92.9 3.0 9.4 104.4 112.3 93.0 1.0 7.7 108.4 114.0 95.0 4.0 10.6 105.7 115.4 91.6 2.0 12.4 105.6 115.4 91.5 10.0 11.8 107.2 114.0 94.0 12.0 10.3 107.2 114.0 94.0 TABLE OFTEST RESULTS, CONT. BENTON ENGINEERING. 1NC. Project No. 76-4-20D Green Valley Knolls -14- August 27, 1976 Test No. 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 Approx- Depth imate of Fill Location at Test Lot No. in Feet 203 206 214 212 210 204 207 205 215 213 211 206 124 112 216 214 212 210 124 124 125 124 119 118 117 125 125 205 209 207 208 211 Cumbre Ct. Sta. 2+00 196 CumbreCt. Sta. 4tO0 216 214 Field Moisture % dry wt Dry Density Ib/cu ft 12.0 9.6 107.5 3.0 10.0 108.0 2.0 10.3 108.9 8.0 11.8 107.0 7.0 12.1 104.3 14.0 10.5 107.4 4.0 9.3 108.1 16.0 11.9 111.2 2.0 10.8 107.2 6.0 11.4 107.2 14.0 9.4 108.9 7.0 9.2 107.7 8.0 11.4 109.4 16.0 9.5 108.6 4.0 8.4 107.5 6.0 7.6 105.9 12.0 10.6 108.7 11.0 12.4 108.1 10.0 14.1 106.5 12.0 17.2 104.1 2.0 16.6 105.4 14.0 14.2 108.7 18.0 13.2 108.3 20.0 17.4 105.5 22.0 17.1 105.3 6.0 8.6 112.2 10.0 8.8 114.2 11.0 8.9 105.1 2.0 7.9 109.6 8.0 8.5 107.5 3.0 9.1 108.6 18.0 11.3 107.1 4.0 8.9 108.5 4.0 9.4 113.6 2.0 9.4 109.3 8.0 10.0 340 215 6.0 10.0 107.4 11.4 113.0 8.0 110.2 TABLE OF TEST RESULTS. CONT. Maximum Dry Density Ib/cu ft 114.0 114.0 115.5 115.5 114.0 114.0 114.0 115.5 114.0 114.0 115.5 114.0 117.3 115.5 114.0 114.0 115.5 115.5 114.0 114.0 114.0 117.3 114.0 114.0 114.0 117.3 117.3 114.0 115.5 114.0 115.5 115.5 114.0 115.5 115.5 115.5 117.3 117.3 Percent Compaction Remarks 94.3 94.7 94.3 92.6 91.5 94.2 94.9 96.3 94.0 94.0 94.3 94.5 93.3 94.0 94.3 92.9 94.1 93.6 93.4 91.3 92.5 92.6 95.0 92.5 92.4 95.7 97.3 92.2 94.9 94.3 94.0 92.7 95.2 98.4 94.7 93.0 96.3 93.9 BENTON ENGINEERING. INC. Project No. 76-4-20D Green Valley Knolls -15- TABLE OFTEST RESULTS, CONT. Test No. 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 APP rox- Depth imate of Fill Location at Test Lot No. in Feet 213 10.0 126 1.0 127 2.0 128 4.0 217 4.0 223 12.0 222 14.0 221 13.0 220 17.0 219 15.0 113 4.0 121 28.0 120 26.0 119 22.0 118 22.0 119 26.0 Falda PI. 8.0 Sta. 2+00 Falda PI. 6.0 Sta. 4+00 217 8.0 218 10.0 212 16.0 Falda PI. 2.0 sta. 4+00 Falda PI. 12.0 Sta. 2+00 196 6.0 196 8.0 198 2.0 199 2.0 197 3.0 206 15.0 Falda PI. 10.0 Sta. 4+00 221 17.0 219 19.0 222 18.0 220 21.0 218 14.0 Field Moisture % dry wt Dry Density Ib/cu ft Maximum " ry Density Ib/cu ft Percent Compaction Remarks 9.9 106.7 114.0 93.6 13.1 108.0 115.5 93.5 10.1 108.1 115.5 93.6 8.5 108.7 115.5 94.1 10.5 113.4 115.5 98.2 9.6 104.4 114.0 91.6 9.3 108.6 115.5 94.0 11.1 105.0 115.5 90.9 10.4 106.0 114.0 93.0 11.4 106.6 114.0 93.5 8.6 108.9 115.5 94.3 8.0 113.7 117.3 96.9 12.4 110.2 117.3 94.0 8.0 114.7 117.3 97.8 8.5 111.6 117.3 95.2 11.0 110.4 117.3 94.1 8.1 109.4 117.3 93.3 8.0 111.9 115.5 96.9 8.7 111.6 115.5 96.6 10.5 110.4 115.5 95.6 9.6 107.3 115.4 93.0 7.8 109.7 117.3 93.6 12.7 103.5 114.0 90.8 12.7 103.9 114.0 91.1 11.3 106.3 115.5 92.0 11.3 105.3 114.0 92.4 12.4 111.1 117.3 94.7 12.4 106.6 115.5 92.3 7.0 105.2 112.3 93.7 10.1 113.4 117.3 96.7 11.9 112.2 117.3 95.7 8.2 107.2 114.0 94.0 12.8 106.5 115.5 92.2 11.2 107.1 115.5 92.7 9.5 107.4 115.5 93.0 August27, 1976 BENTON ENGINEERING. INC. Project No. 76-4-20D Green Valley Knolls -16- August27, 1976 TABLE OFTEST RESULTS, CONT. Test No. 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 Approx- Depth imote of Fill Location at Test Lot No. in Feet 217 12.0 218 18.0 Falda PI. 16.0 sta. 2tOO 207 12.0 208 7.0 195 2.0 209 6.0 216 12.0 118 24.0 122 28.0 RecodoCt. 2.0 119 E. Side RecodoCt. 4.0 119 E. Side 118 26.0 118 28.0 RecodoCt. 6.0 119 E. Side 117 26.0 Falda PI. 14.0 Sta. 4+00 204 18.0 206 19.0 Cumbre Ct. 6.0 Sta. 2+00 113 6.0 114 2.0 132 18.0 141 16.0 142 18.0 Cumbre PI. 8.0 sta. 2+00 Cumbre PI. 10.0 Sta. 2+00 172 4.0 Field Dry Moisture Density % dry wt Ib,'cu ft Maximum Dry Density Percent Ib/cu ft Compaction Remarks 8.8 109.4 115.5 94.7 12.7 111.2 117.3 94.8 8.5 108.9 114.0 95.6 10.3 105.0 114.0 92.1 8.0 107.6 114.0 94.4 13.5 109.3 117.3 93.2 12.4 105.5 115.5 91.4 9.5 106.2 117.3 90.5 10.5 104.6 115.5 90.6 11.0 106.8 117.3 91.1 8.9 108.0 117.3 92.1 8.6 108.6 117.3 92.6 8.0 112.1 117.2 95.7 9.5 108.6 117.3 92.6 14.6 106.0 114.0 93.0 15.3 107.4 114.0 94.2 9.7 107.5 114.0 94.3 9.7 108.9 114.0 95.6 7.6 107.8 114.0 94.6 7.9 107.0 114.0 93.9 9.6 120.4 120.4 100.0 8.7 116.7 120.4 97.0 7.2 100.0 114.0 87.7 9.0 110.3 120.4 91.6 10.6 110.4 120.4 91.7 7.9 104.1 114.0 91.3 7.7 7.3 106.5 114.0 93.4 111.3 120.4 92.4 Reworked BENTON ENGINEERING. INC. Project No. 76-4-20D Green Valley Knolls -17- August27, 1976 Approx- Depth imate of Fill Test Location at Test No. Lot No. in Feet 404 Ladera Ct. Sta. 4+00 405 176 406 186 407 188 408 190 409 171 410 175 411 140 412 143 413 144 414 133 415 140 416 141 417 142 418 143 419 144 420 145 421 38 422 38 423 172 424 38 425 174 426 Ladera Ct. Sta. 4+00 427 177 428 176 429 177 430 37 431 147 432 148 433 149 434 146 435 145 436 148 437 149 438 176 439 177 440 175 441 38 6.0 7.3 112.0 10.0 9.7 107.3 10.0 11.7 104.5 10.0 9.8 107.7 4.0 9.5 110.6 6.0 6.6 108.3 10.0 6.2 109.8 14.0 13.2 111.3 20.0 11.5 109.9 22.0 8.9 103.3 16.0 9.0 111.8 18.0 13.9 108.5 20.0 12.5 109.9 22.0 8.5 111.7 24.0 a.4 115.0 26.0 11.9 107.5 2.0 9.0 108.3 2.0 13.8 113.8 4.0 14.5 110.9 8.0 10.9 105.0 6.0 14.2 112.3 4.0 11.1 112.9 10.0 11.7 107.3 12.0 11.1 105.9 114.0 929 14.0 12.0 107.1 114.0 94.0 16.0 12.2 103.9 114.0 91.2 2.0 11.2 121.6 119.2 102.0 2.0 12.0 110.4 117.3 94.1 8.0 10.7 112.7 117.3 96.1 6.0 9.2 111.8 117.3 95.3 2.0 12.3 107.2 117.3 91.4 4.0 10.4 108.8 114.0 95.4 12.0 10.6 112.0 114.0 98.2 10.0 13.1 107.9 117.3 92.0 18.0 8.9 107.6 114.0 94.4 20.0 8.4 106.8 110.2 96.9 14.0 9.3 105.2 110.2 95.5 10.0 9.7 105.6 114.0 92.6 TABLE OFTEST RESULTS, CONT. Field Dry Moisture Density %drywt Ib/cu ft Maximum Dry Density lb/cu ft Percent Compaction Remarks 120.4 93.0 114.0 94.1 114.0 91.6 117.3 91.9 120.4 91.9 114.0 95.0 117.3 93.6 120.4 92.4 117.2 93.7 114.0 90.6 115.4 96.9 114.0 95.2 115.4 95.2 114.0 98.0 114.0 100.9 114.0 94.3 114.0 95.0 119.2 95.5 119.2 93.1 114.0 92.1 119.2 94.2 119.2 94.7 117.3 91.4 eENTON ENGINEERING. INC Project No.76-4-200 Green Valley Knolls Approx- imate Test Location No. Lot No. 442 39 443 37 444 38 445 36 446 173 447 171 448 176 449 177 450 Ladera Ct. Sta. 4&O 451 189 452 187 453 190 454 176 455 178 456 172 457 178 458 171 459 188 460 186 461 188 462 186 463 189 464 187 465 202 466 203 467 205 468 202 469 203 470 202 471 187 472 186 473 177 474 202 475 204 476 221 477 205 478 203 479 204 480 201 Depth of Fill at Test in Feet Field Moisture % dry wt Dry Maximum Dry Density Ib/cu ft Density Ib,'cu ft Percent Compaction Remarks 2.0 8.6 108.8 114.0 95.5 6.0 8.7 110.4 114.0 96.8 14.0 8.6 107.1 114.0 93.9 4.0 9.9 108.0 114.0 94.7 2.0 11.8 104.1 114.0 91.3 10.0 14.9 105.0 114.0 92.1 22.0 9.0 184.6 114.0 91.7 24.0 10.9 105.6 114.0 92.6 14.0 11.2 104.1 114.0 91.3 6.0 7.3 111.4 114.0 97.7 12.0 9.7 109.8 114.0 96.3 8.0 8.7 112.1 109.0 98.3 26.0 7.3 110.6 117.3 94.3 4.0 9.7 105.7 111.8 94.5 12.0 9.8 104.6 111.8 93.6 8.0 8.4 110.3 117.3 94.0 14.0 8.6 105.6 111.8 94.5 18.0 6.4 115.8 119.2 97.1 18.0 8.5 112.3 119.2 94.2 14.0 12.7 105.0 116.2 90.4 14.0 11.1 101.3 110.2 91.8 10.0 11.4 104.7 114.0 91.8 16.0 12.7 104.4 115.5 90.4 8.0 15.9 104.7 114.0 91.8 16.0 10.0 103.1 114.0 90.4 20.0 12.2 184.7 114.0 91.8 12.0 11.1 105.2 116.2 90.5 20.0 15.4 104.6 114.0 91.8 16.0 15.0 104.3 114.0 91.5 20.0 10.5 108.5 117.3 92.5 22.0 10.1 107.3 117.3 91.4 28.0 7.0 107.8 117.3 91.9 20.0 11.9 112.2 119.2 94.2 22.0 11.9 110.9 117.3 94.5 21.0 16.6 113.1 119.2 94.9 24.0 9.4 113.6 119.2 95.3 24.0 9.1 111.8 119.2 93.8 26.0 15.3 105.3 114.0 92.4 4.0 11.6 110.1 117.3 93.9 -18- August 27, 1976 TABLE OF TEST RESULTS, CONT. BENTON ENGINEERING. INC Project No. 76-4-20D Green Valley Knolls -19- TABLE OF TEST RESULTS, CONT. Test No. 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 Approx- Depth imate of Fill Location at Test Lot No. in Feet 203 22.0 196 10.0 217 16.0 218 22.0 217 20.0 176 30.0 175 18.0 Ladera Ct. 18.0 Sta. 4+00 223 16.0 SDG&E 8.0 Easement Rear 226 205 28.0 203 28.0 204 30.0 202 24.0 Cumbre Ct. 10.0 Sta. 2+00 Cumbre Ct. 6.0 Sta. 4+00 219 23.0 220 25.0 222 22.0 219 27.0 190 12.0 189 14.0 190 16.0 188 22.0 194 2.0 SDG & E 13.0 Easement Rear 225 SDG 8, E 11.0 Easement Rear 224 Storm Drain 2.0 Easement Between Lots 202-203 Field Moisture % dry wt Dry Density Ib/cu ft Maximum Dry Density lb/w ft Percent Compaction Remarks 9.6 105.6 114.0 92.6 9.7 108.8 117.3 92.8 9.3 105.9 114.0 92.9 9.2 107.1 117.3 91.3 9.4 105.8 114.0 92.8 10.8 107.5 117.3 91.6 11.8 107.6 116.2 92.6 11.3 114.4 116.2 98.5 12.3 107.5 116.2 92.5 12.2 109.9 117.3 93.7 10.5 102.1 113.5 90.0 9.8 106.1 114.0 93.1 12.1 107.4 117.3 91.6 10.4 110.4 117.3 94.1 10.6 108.9 117.3 92.9 9.9 109.1 117.3 93.0 11.8 107.2 117.3 91.4 10.9 103.7 114.0 91 .o 17.7 102.6 114.0 90.0 13.9 107.3 117.3 91.5 10.5 107.6 117.3 91.7 9.0 106.6 116.2 91.7 9.3 105.8 114.0 92.8 9.6 109.2 117.3 93.1 9.2 106.0 116.2 91.2 13.8 105.7 116.2 91 .o 8.3 103.2 114.0 9.2 106.2 116.2 90.5 91.4 August 27, 1976 BENTON ENGINEERING. INC. Project No. 76-4-20D Green Valley Knolls -2o- Test No. 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 Approx- Depth imate of Fill Location at Test Lot No. in Feet Storm Drain 4.0 Easement Between Lots 202-203 177 32.0 186 26.0 189 18.0 187 24.0 126 3.0 125 12.0 124 16.0 139 12.0 138 14.0 139 16.0 137 6.0 39 6.0 37 10.0 177 36.0 176 38.0 177 40.0 176 42.0 177 44.0 176 46.0 219 31.0 221 25.0 205 32.0 220 29.0 218 26.0 200 2.0 223 20.0 222 26.0 221 29.0 204 34.0 202 28.0 Cumber Ct. 10.0 Sta. 4+OO 206 23.0 207 16.0 203 32.0 201 8.0 TABLE OFTEST RESULTS, CONT. Field DV b\oisture Density % dry wt Ib,‘cu ft Maximum Dry Density Percent Ib,‘cu ft Compaction Remarks 9.0 106.7 116.2 91.8 11.8 104.4 114.0 91.6 11.4 105.7 114.0 92.7 8.2 107.2 116.2 92.3 13.0 104.5 115.5 90.5 9.5 106.0 116.2 91.2 14.1 105.8 114.0 92.8 12.9 108.9 114.0 95.4 12.2 108.8 114.0 95.4 11.3 103.1 114.0 90.4 13.4 104.9 114.0 92.0 13.2 104.5 114.0 91.7 9.3 100.0 110.2 90.7 10.5 102.1 113.5 90.0 9.5 102.4 113.5 90.2 9.9 101.6 110.2 92.2 10.4 108.6 114.0 95.3 11.4 105.5 114.0 92.5 9.7 106.5 114.0 93.4 9.5 103.8 113.5 91.5 10.4 103.1 113.5 90.8 13.4 110.3 117.3 94.0 13.8 112.7 117.3 96.1 9.4 108.3 113.5 95.4 13.1 103.7 114.0 91.0 9.9 103.5 113.5 91.2 12.8 104.3 114.0 91.5 9.6 108.1 117.3 92.2 9.7 105.9 114.0 92.9 11.0 103.3 114.0 90.6 13.5 104.8 114.0 91.9 8.3 103.7 114.0 91.0 6.7 108.5 114.0 95.2 9.9 105.7 114.0 92.7 8.2 105.0 114.0 92.1 10.4 108.7 114.0 95.3 August27, 1976 BENTON ENGINEERING. INC. Project No. 76-4-20D Green Valley Knolls -21- TABLE OFTEST RESULTS, CONT. APP rox- Depth imate of Fill Test Location at Test No. Lot No. in Feet 545 200 6.0 546 213 14.0 547 215 10.0 548 216 16.0 549 214 14.0 550 212 22.0 551 137 12.0 552 136 14.0 553 135 12.0 554 137 16.0 555 136 18.0 556 224 10.0 557 226 5.0 558 226 7.0 559 196 14.0 560 Cumber Ct. 14.0 Sta. 2+00 561 208 11.0 562 285' 10.0 563 207 20.0 564 2@ 15.0 565 217 24.0 566 209 14.0 567 220 33.0 568 209 14.0 569 213 16.0 570 215 12.0 571 123 28.0 572 122 30.0 573 129 38.0 574 130 38.0 575 131 30.0 576 188 28.0 577 189 22.0 578 147 6.0 579 150 6.0 580 Piacio Ct. 2.0 Sta. 1+50 Field Moisture 3'0 dry wt Dry Density Ib/cu ft Maximum Dry Density Ib/cu ft Percent Compaction Remarks 12.6 107.5 114.0 94.3 10.2 108.5 114.0 95.2 9.8 103.9 114.0 91.2 9.7 104.6 114.0 91.8 11.1 116.7 120.4 97.0 10.0 109.3 117.2 93.3 9.6 110.6 117.3 94.3 8.4 108.5 117.3 92.5 6.0 104.9 114.0 92.0 12.7 108.5 117.3 92.5 8.0 109.7 117.3 93.5 14.6 103.6 113.5 91.3 11.1 118.0 120.4 98.0 8.9 108.2 117.3 92.2 7.7 188.4 115.4 93.9 8.9 104.4 115.4 90.5 10.1 107.2 117.3 91.4 10.0 102.6 114.0 90.0 10.3 108.5 117.3 92.5 8.6 109.6 117.3 93.4 11.0 106.1 114.0 93.1 9.6 98.7 114.0 86.6 14.9 104.6 115.5 90.6 8.7 104.5 114.0 91.7 8.8 103.1 113.5 90.9 15.5 189.2 117.3 93.1 10.0 104.9 114.0 92.0 11.1 102.5 113.5 90.3 15.4 107.5 116.2 92.5 10.4 111.2 116.2 95.7 11.0 108.1 116.2 93.0 9.3 184.9 114.0 92.0 12.7 102.9 114.0 90.2 15.1 104.9 114.0 92.0 6.9 107.5 114.0 94.3 9.2 106.0 115.5 91.8 August27, 1976 Reworked Ckon#566 BENTON ENGINEERING. INC. Project No.76-4-20D Green Valley Knolls Approx- imate Test Location No. Lot No. 581 201 582 I90 583 la7 584 191 585 190 586 188 $i 189 187 589 186 590 la8 591 188 592 187 593 191 594 149 595 152 596 148 597 150 598 147 599 146 600 150 601 187 602 186 603 188 604 189 605 188 606 187 607 186 608 190 609 190 610 186 611 210 612 213 613 212 614 211 615 124 616 125 617 126 618 127 619 149 620 223 Depth of Fill at Test in Feet Field Moisture % dry wt Dry Density Ib/cu ft Maximum Dry Density Ib/cu ft Percent Compaction Remarks 10.0 12.8 106.7 117.3 90.9 20.0 9.3 108.9 117.2 92.9 30.0 10.0 103.2 114.0 90.5 2.0 10.1 107.1 114.0 94.0 24.0 13.7 106.3 116.0 91.6 30.0 7.9 102.8 114.0 90.2 26.0 17.7 105.1 114.0 92.2 32.0 10.0 102.6 114.0 90.0 34.0 14.1 106.1 114.0 93.1 34.0 15.4 106.8 114.0 93.7 30.0 8.1 108.0 116.2 92.9 30.0 9.5 110.0 117.3 93.8 4.0 8.9 109.5 117.3 93.4 14.0 11.7 113.8 117.3 97.0 2.0 13.5 105.1 114.0 92.1 16.0 13.2 108.7 116.2 93.5 10.0 14.3 105.6 114.0 92.6 10.0 12.6 108.2 117.3 92.2 6.0 15.7 107.3 117.3 91.5 14.0 10.2 110.1 117.3 93.9 36.0 11.2 104.9 114.0 92.0 38.0 11.7 99.6 111.8 89.1 38.0 12.8 101.8 114.0 89.3 30.0 13.4 106.7 117.3 91.0 38.0 9.6 106.7 114.0 93.6 40.0 9.1 104.0 114.0 91.3 38.0 9.2 103.2 114.0 90.5 28.0 a.2 103.7 114.0 91.0 30.0 9.4 107.7 117.3 91.8 42.0 10.1 103.2 114.0 90.5 15.0 a.2 109.1 117.3 93.1 18.0 10.9 105.5 114.0 92.5 20.0 8.8 102.2 113.5 90.0 24.0 6.3 106.2 114.0 93.2 18.5' 8.3 101.1 118.0 90.4 14.0* 8.8 101.0 111.8 90.3 3.0* 10.6 111.1 117.3 94.7 6.0* 10.3 114.1 117.3 97.2 22.0 9.5 103.8 114.0 91.1 24.0 11.3 104.0 114.0 91.3 -22- August27, 1976 TABLE OFTEST RESULTS, CONT. Reworked Reworked Ck on #586 Ck on t588 Reworked Reworked Ck on #603 Ck on 8602 * Indicates finished gmde. BENTON ENOINEERING. INC. Project No. 76-4-20D Green Valley Knolls -23- August27, 1976 ApproCX- imote Test Location No. Lot No. 621 148 622 196 623 197 624 198 625 199 626 200 627 219 628 220 629 222 630 223 631 222 632 219 633 215 634 209 635 208 636 203 637 205 638 201 639 221 640 111 641 128 642 117 643 118 644 119 645 132 646 120 647 121 648 107 649 108 650 109 651 110 652 209 653 209 654 217 655 218 656 190 657 188 658 189 659 188 Depth of Fill at Test in Feet Field Moisture % dry wt Dry Maximum Dry Density Density Percent Ib/cu ft Ib/cu ft Compaction Remarks 20.0 14.5 109.5 117.3 93.4 la.0 9.7 101.5 111.8 90.9 7.0 7.2 115.9 120.4 94.3 6.0 11.5 101.6 iii.8 90.9 6.0 11.4 104.3 114.0 91.5 6.0 11.0 105.6 115.5 91.4 37.0 14.1 105.4 114.0 92.5 35.0 8.8 109.6 114.0 96.1 32.0 11.6 102.6 114.0 90.0 26.0 9.9 104.2 114.0 91.4 30.0 7.6 104.0 114.0 91.2 35.0 11.0 108.0 117.3 92.1 14.0 9.7 107.1 117.3 91.3 16.0 12.2 99.1 111.0 89.3 17.0 13.3 106.3 117.3 90.6 34.0 7.4 105.6 114.0 92.6 36.0 12.1 104.6 114.0 91.7 12.0 12.2 106.0 117.3 90.4 33.0 7.6 107.0 115.6 92.6 31.0* 8.9 102.1 115.5 88.4 7.0" 11.8 110.3 117.3 94.0 29.0* 8.2 105.6 114.0 92.7 32.0" 12.4 110.5 117.3 94.2 28.0* 7.6 105.0 115.5 90.9 18.0 10.8 106.7 117.3 90.9 30.0* 9.4 105.9 115.5 91.7 31.0* 15.5 104.8 114.0 91.9 30.0* 11.1 103.4 115.5 89.5 30.0" 12.4 106.2 116.2 91.4 31.0* 15.5 110.8 117.3 94.5 34.0* 10.6 111.1 117.3 94.7 16.0 16.3 108.3 117.3 92.3 18.0 15.7 107.5 117.3 91.7 28.0 10.8 105.2 114.0 92.3 30.0 7.5 102.4 113.5 90.2 32.0 11.3 105.7 114.0 92.7 42.0 7.4 97.7 114.0 85.7 34.0 15.3 102.6 114.0 90.0 42.0 10.7 la.9 117.3 92.9 TABLE OFTEST RESULTS, CONT. Reworked Reworked Ck on #398 Reworked Ck on #634 Reworked Ck on#657 * Indicates finished grade. BENTON ENGINEERING bNC. Project No. 76-4-200 Green Volley Knolls -24- August 27, 1976 Approx - imote Test Location No. Lot No. 660 196 661 150 662 151 663 152 664 Placid0 Ct. sto. 1+50 665 147 666 148 667 149 668 151 669 147 670 148 671 177 672 176 673 178 674 174 675 38 676 36 677 173 678 177 679 37 680 39 681 156 682 155 683 174 684 172 685 171 686 156 687 155 688 157 689 150 690 152 691 177 692 172 693 178 694 188 695 187 696 188 697 187 698 190 Depth of Fill at Test in Feet 22.0 a.4 100.0 110.2 90.7 18.0 12.3 110.7 117.3 94.4 4.0 12.2 110.8 117.3 94.5 6.0 a.7 107.5 117.3 91.6 6.0 9.0 109.8 117.3 93.6 14.0 9.2 108.3 117.3 92.3 24.0 12.4 111.4 117.3 95.0 26.0 12.8 110.4 117.3 94.1 8.0 9.2 107.8 117.3 91.9 18.0 15.5 111.3 117.3 94.9 28.0 9.2 109.4 117.3 93.3 48.0 10.2 100.7 114.0 88.4 50.0 11.2 103.1 114.0 90.4 24.0 9.2 101.5 iii.8 90.8 8.0 11.6 101.1 114.0 88.7 18.0 a.7 105.8 114.0 92.8 8.0 10.6 107.3 115.5 92.9 6.0 10.0 100.1 110.2 90.8 48.0 14.3 106.4 114.0 93.3 14.0 13.0 108.7 117.3 92.7 10.0 10.9 108.1 117.3 92.2 6.0 7.8 104.2 114.0 91.4 7.0 9.0 107.1 117.3 91.3 8.0 8.8 106.0 114.0 93.0 16.0 9.0 105.3 114.0 92.4 18.0 10.6 104.7 114.0 91.8 10.0 12.5 107.3 117.3 91.5 11.0 11.3 111.2 117.3 94.8 4.0 12.3 108.9 117.3 92.8 22.0 11.2 108.5 117.3 92.5 10.0 12.3 108.1 117.3 92.2 52.0 13.2 104.0 114.0 91.2 20.0 9.2 104.1 114.0 91.3 12.0 10.2 102.5 ill.8 91.7 46.0 14.0 100.9 112.0 90.1 44.0 9.8 100.6 114.0 88.3 46.0 10.6 102.0 iii.8 91.2 44.0 7.1 106.1 116.2 91.3 36.0 13.1 101.2 ill.8 90.5 TABLE OFTEST RESULTS, CONT. Field Moisture % dry wt DV Density Ib/cu ft Maximum DV Density Ib/cu ft Percent Compaction Remarks Reworked Reworked Ck on #671 Ck on #674 Reworked Ck on #695 BENTON ENGINEERING. INC Project No. 76-4-20D Green Valley Knolls -25- August 27, 1976 Approx- imate Test Location No. Lot No. 699 189 700 176 701 101 702 100 703 loo 704 99 705 99 706 98 707 98 708 98 709 103 710 156 711 170 712 186 713 191 714 177 715 173 716 171 717 169 718 170 719 171 720 170 721 36 722 38 723 172 724 174 725 178 726 176 727 177 728 179 729 173 730 178 731 177 732 179 733 169 734 179 735 170 736 38 737 179 738 180 739 173 Depth of Fill at Test in Feet Field Moisture % dry wt Dry Density Ib/cu ft Maximum Dry Density Ib/cu ft Percent Compaction Remarks 38.0 13.6 107.8 114.0 94.6 54.0 9.1 101.1 111.8 90.4 1.0 9.3 188.2 117.3 92.2 1 .o 9.4 107.2 117.3 91.4 3.0 9.5 108.0 117.3 92.1 1.0 11.6 104.1 114.0 91.3 3.0 14.8 108.9 117.3 92.8 1.0 13.2 108.6 115.5 94.0 3.0 9.6 109.9 117.3 93.7 5.0 10.2 103.7 114.0 91.0 2.0 9.7 103.7 113.5 91.4 14.0 lo.8 104.4 114.0 91.6 2.0 10.9 109.9 119.2 92.2 46.0 9.0 104.0 114.0 91.2 10.0 lo.8 110.8 115.5 95.9 52.0 12.4 104.5 114.0 91.7 10.0 11.8 105.8 114.0 92.8 22.0 11.5 105.8 114.0 92.8 4.0 a.7 106.2 114.0 93.2 6.0 10.2 102.1 114.0 89.6 26.0 11.6 102.8 114.0 90.1 6.0 10.4 103.8 114.0 91.0 12.0 9.1 105.6 114.0 92.6 22.0 12.1 101.5 114.0 89.1 24.0 9.1 103.2 114.0 90.5 12.0 14.1 109.0 114.0 95.6 20.0 12.9 104.0 114.0 91.2 58.0 10.6 103.9 114.0 91.2 58.0 10.7 105.1 114.0 92.2 14.0 11.7 103.8 113.5 91.5 14.0 9.8 102.8 113.5 90.6 16.0 a.5 106.8 114.0 93.7 56.0 16.2 108.7 117.3 92.7 2.0 13.0 108.2 117.3 92.2 4.0 13.5 108.5 117.3 92.5 6.0 13.1 109.0 117.3 92.9 10.0 13.1 108.0 117.3 92.1 22.0 13.1 108.1 117.3 92.2 10.0 16.5 loo.2 111.0 90.3 5.0 9.6 107.4 117.3 91.6 8.0 15.6 106.1 117.3 90.5 TABLE OF TEST RESULTS, CONT. Reworked Ck on #718 Reworked Ck on #722 BENTON ENGINEERINO. ,?it Project No. 76-4-20D Green Valley Knolls -26- August27, 1976 TABLE OFTEST RESULTS. CONT. APP rox- imote Test Location No. Lot No. 740 Lodera Ct. sta. 4+oo 741 180 742 187 743 Ta8 744 181 745 189 746 175 747 177 748 176 749 Ladera Ct. sta. 4-toe 750 112 751 175 752 181 753 180 754 39 755 179 756 177 757 176 758 175 759 178 760 180 761 113 762 114 763 115 764 116 765 123 766 122 767 129 768 130 769 37 770 35 771 Escenico Terrace Sta. 25+Oo 772 177 773 38 774 36 Depth of Fill ot Test in Feet 26.0 12.9 109.0 117.3 92.9 1.0 15.6 106.5 117.3 90.8 48.0 13.7 108.6 117.3 92.6 50.0 13.6 110.7 117.3 94.4 4.0 9.1 107.6 114.0 94.4 40.0 13.8 lw.o 117.3 93.0 22.0 12.6 105.8 114.0 92.8 62.0 13.3 112.7 117.3 96.0 62.0 15.1 107.6 117.3 91.7 22.0 10.1 105.2 114.0 92.2 19.0* 13.9 111.5 117.3 95.1 26.0 13.2 104.2 115.5 90.2 8.0 8.6 102.7 114.0 90.0 9.0 9.3 105.8 116.2 91.0 14.0 12.5 108.5 117.3 92.5 18.0 12.0 107.8 117.3 91.9 64.0 13.3 106.2 117.3 90.5 64.0 9.5 109.0 117.3 92.9 28.0 9.2 107.2 117.3 91.4 26.0 a.9 106.8 117.3 91.0 11.0 a.9 107.4 117.3 91.6 7.0* 13.0 109.9 117.3 93.7 3.0* 11.2 102.3 113.5 90.1 1.5* 13.7 116.0 120.4 96.3 1.5* 9.3 106.7 114.0 93.6 30.0* 9.9 107.9 117.3 92.0 31.0* 15.2 108.9 117.3 92.8 40.0" 11.7 106.1 117.3 90.4 40.0* 11.4 109.2 117.3 93.1 ta.0 7.4 104.3 114.0 91.5 4.0 17.1 106.4 117.3 90.7 2.0 a.9 106.8 115.5 92.5 66.0 10.0 108.8 115.5 94.2 26.0 12.6 105.7 117.3 90.1 16.0 a.7 104.8 114.0 91.9 * Indicates finished grade. Field Moisture % dry wt Dry Density Ib,'cu ft Maximum Dry Density Ib/cu ft Percent Compaction Remarks BENTON ENGINEERING. INC. Project No. 76-4-20D Green Valley Knolls -27- August27, 1976 Approx- imate Test Location No. Lot No. 775 174 776 39 777 37 778 35 779 71 780 38 781 178 782 176 783 175 784 180 785 38 786 39 787 Escenico Terrace Sta. 25+OO 788 71 789 72 790 71 791 131 792 132 793 133 794 134 795 135 796 136 797 40 798 72 799 71 800 40 801 73 802 36 803 37 804 35 805 36 806 Escenico Terrace Sta. 25too 807 39 808 37 809 35 Depth of Fill at Test in Feet Field Moisture % dry wt Dry Density Ib/cu ft Maximum Dry Density lb,'cu ft Percent Compaction Remarks 16.0 9.9 107.0 117.3 91.2 18.0 13.5 105.7 115.5 91.5 22.0 a.7 108.8 114.0 95.4 8.0 9.0 109.1 117.3 93.0 2.0 13.6 105.4 116.2 90.7 30.0 9.9 106.6 117.3 90.9 28.0 12.0 109.4 117.3 93.3 66.0 15.1 104.6 115.5 90.6 30.0 14.5 105.5 115.5 91.3 13.0 11.1 111.3 117.3 94.9 24.0 a.7 110.3 117.3 94.0 22.0 13.5 107.2 117.3 91.4 4.0 10.7 104.2 115.5 90.2 2.0 12.8 106.1 117.3 90.5 4.0 9.8 108.5 117.3 92.5 6.0 9.0 107.0 117.3 91.2 32.0* 8.6 109.2 115.5 94.6 21.0* 9.2 107.1 114.0 93.9 19.0* 9.3 104.6 114.0 91.7 la.o* 10.3 106.3 114.0 93.2 16.5* 15.3 112.2 114.0 98.4 20.0* 11.4 106.3 114.0 93.2 4.0 6.3 101.5 114.0 89.0 a.0 13.2 102.3 113.5 90.1 10.0 14.2 103.2 114.0 90.6 4.0 16.8 105.0 116.2 90.4 2.0 15.5 105.4 116.2 90.7 20.0 13.3 103.5 114.0 90.8 26.0 10.9 108.2 117.3 92.2 12.0 12.4 106.1 117.3 90.5 24.0 12.2 105.1 115.5 91.0 6.0 9.8. 102.4 113.5 90.2 26.0 7.9 104.0 114.0 91.2 30.0 9.1 103.4 114.0 90.7 16.0 7.6 103.3 115.5 89.5 TABLE OF TEST RESULTS, CONT. Reworked Ck on #797 Reworked * Indicates finished grade. BENTON ENGINEERINO. INC. Project NO. 76-4-20D Green Valley Knolls -28- August 27, 1976 Test No. 810 811 812 813 814 81.5 816 817 818 819 820 821 822 823 824 825 826 827 828 829 830 831 832 833 834 835 836 837 838 Depth of Fill Location at Test Lot No. in Feet Escenico 8.0 Terrace %a, 25+00 35 16.0 40 8.0 38 38.0 36 28.0 Escenico 10.0 Terrace Sta. 25+00 70 2.0 72 12.0 73 6.0 41 2.0 39 30.0 71 14.0 Escenico 12.0 Terrace Sta. 25+CG 40 12.0 37 34.0 71 14.0 41 6.0 38 42.0 35 20.0 Escenico 4.0 Terrace Sta. 25+OO 36 32.0 39 34.0 37 38.0 35 24.0 Escenico 16.0 Terrace Sta. 25+00 40 16.0 38 46.0 36 36.0 Escenico 8.0 Termce Sta. 27+00 TABLE OFTEST RESULTS, CONT. Field Moisture % dry wt Dry Density Ib/cu ft Maximum Dry Density Ib/cu ft Percent Compaction Remarks 10.0 103.0 113.5 90.7 8.7 103.3 114.0 90.6 16.2 104.9 115.5 90.8 14.7 106.1 117.3 90.5 14.1 107.2 117.3 91.4 12.6 105.8 115.5 91.6 13.7 103.0 114.0 90.4 10.1 104.7 114.0 91.8 8.7 106.4 114.0 93.3 7.1 107.3 114.0 94.1 10.9 103.2 114.0 90.5 11.7 100.8 114.0 88.4 13.3 108.3 114.0 95.0 12.5 106.1 114.0 93.1 10.0 103.7 114.0 91.0 8.9 102.7 111.8 91.9 9.5 103.7 114.0 91.0 12.2 104.5 114.0 91.6 15.4 102.3 113.5 90.2 8.8 108.5 117.3 92.5 9.1 108.8 10.8 106.4 16.6 105.8 17.3 104.8 10.3 108.0 92.6 90.7 91.6 90.7 92.1 11.0 105.7 9.5 109.2 9.0 106.7 14.4 109.8 117.3 117.3 115.5 115.5 117.3 115.5 117.3 117.3 117.3 91.5 93.1 91.0 93.6 Ck on #809 Reworked Ck on #821 BENTON ENG,NEERING. INC. Project No. 76-4-20D Green Valley Knolls -29- August27, 1976 Test No. 839 840 841 842 843 844 845 846 847 848 849 850 851 852 853 854 855 856 857 858 859 860 861 862 863 864 865 866 867 868 869 870 871 872 873 874 875 876 ApPr=+ Depth imate of Fill Location ot Test Lot No. in Feet 70 6.0 72 16.0 37 42.0 39 38.0 137 20.5* 138 18.5* 139 20.5* 140 20.0* 141 23.0* 142 23.0* 143 25.0* 144 27.0* 41 10.0 Escenico 20.0 Termce Sta. 25tM) 71 18.0 73 10.0 40 20.0 38 50.0 70 10.0 72 20.0 74 4.0 35 28.0 145 7.0* 146 9.0* 36 40.0 71 22.0 73 14.0 39 42.0 37 46.0 35 32.0 70 14.0 72 24.0 147 22.0* 148 31.0" 149 30.5* 150 25.0* 151 12.0* 74 8.0 TABLE OF TEST RESULTS, CONT. Field Moisture % dry wt Dry Density Ib/'cu ft Maximum DV Density lb/cu ft Percent Compaction Remarks 14.5 107.8 117.3 91.9 13.2 110.6 119.2 92.8 13.7 110.1 117.3 93.9 11.8 108.2 114.0 94.9 13.1 111.2 119.2 93.3 12.1 109.2 115.5 94.5 8.1 108.0 113.5 95.2 10.5 103.7 713.5 91.4 8.3 107.7 113.5 94.9 9.5 105.9 114.0 92.9 9.3 106.1 114.0 93.1 11.1 104.0 114.0 91.2 12.3 105.3 115.5 91.2 11.3 106.9 116.2 92.0 11.3 108.8 117.3 92.7 14.3 104.7 115.5 90.6 11.7 105.5 116.2 90.8 10.1, 105.1 116.2 90.3 11.0 105.0 116.2 90.3 9.6 105.6 115.5 91.3 9.8 105.2 116.2 90.6 5.5 112.0 117.3 95.5 13.6 115.1 119.2 96.6 7.6 106.1 117.3 90.4 7.9 109.6 117.3 93.4 9.0 108.8 117.3 92.7 9.4 109.2 117.3 93.0 11.2 109.6 117.3 93.4 9.7 99.8 114.0 87.5 10.7 104.1 114.0 91.3 9.1 101.7 111.8 91.0 9.5 104.4 114.0 91.6 11.5 102.3 113.5 90.2 7.7 110.8 114.0 97.2 15.9 108.1 117.3 92.2 11.2 108.1 117.3 92.2 12.0 115.6 119.2 97.0 10.3 110.4 111.8 98.7 Reworked * Indicates finished grade. BENTON ENGlNEERINa INC, Project No. 76-4-20D Green Valley Knolls -3O- Test No. 877 878 879 880 881 882 883 884 885 886 887 888 889 890 891 892 893 894 895 896 897 898 899 900 901 902 903 904 905 906 907 908 909 910 911 912 Approx- Depth imate of Fill Location at Test Lot No. in Feet 71 26.0 73 18.0 37 46.0 36 44.0 70 18.0 105 2.0 106 1.5" Storm Drain 2.0 Between Above 202 8,203 Pipe Storm Drain 2.0 Between Above 200&201 Pipe 202 30.0 201 14.0 202 32.0 203 36.0 205 38.0 152 12.0* 153 2.0* 155 14.0* 156 16.0* 157 8.0* 74 12.0 73 22.0 72 28.0 70 22.0 71 30.0 72 32.0 104 2.0 104 2.0 105 2.0 103 4.0 104 4.0 103 4.0 104 6.0 74 16.0 73 26.0 71 34.0 70 26.0 TABLE OF TEST RESULTS. CONT. Field Moisture % dry wt Dry Maximum Dry Density Density Percent Ib/'cu ft Ib/cu ft Compaction 8.3 110.2 117.3 93.9 8.6 108.2 117.3 92.3 11.7 107.4 117.3 91.6 8.5 107.7 115.5 93.2 12.1 101.9 111.8 91.2 9.1 102.1 114.0 89.6 13.6 107.2 117.3 91.4 6.5 105.0 115.5 90.9 6.5 106.5 115.5 92.3 13.9 101.2 111.8 90.6 13.2 104.2 113.5 92.0 9.4 109.2 117.3 93.0 7.6 106.1 117.3 90.4 11.2 109.6 117.3 93.4 11.9 110.7 117.3 94.4 12.8 99.6 111.8 89.0 7.6 95.3 111.8 85.2 8.9 103.0 111.8 92.2 10.0 108.3 117.3 92.3 15.1 108.3 117.3 92.3 12.8 103.4 114.0 90.7 9.4 103.5 111.8 92.6 10.8 101.1 111.8 90.4 12.9 101.9 111.8 91.2 11.5 104.0 114.0 91.3 7.9 100.1 111.8 89.5 10.5 102.4 113.5 90.2 11.9 105.7 114.0 92.7 10.6 98.7 111.8 88.3 8.5 105.6 114.0 92.7 9.0 105.7 114.0 92.7 10.1 100.2 110.2 90.8 7.6 102.9 111.8 92.0 7.7 103.2 111.8 92.4 9.3 107.8 117.3 91.9 8.2 104.4 114.0 91.6 August27, 1976 Remarks Ck on 8867 Reworked Reworked Reworked Reworked Ck on #PO2 Ck on #882 Reworked Ck on #905 Project No. 76-4-20D Green Volley Knolls -31- TABLE OFTEST RESULTS, CONT. Test No. 913 914 915 916 917 918 919 920 921 922 923 924 925 926 927 928 929 930 931 932 933 934 935 936 937 938 939 940 941 942 943 944 945 947 948 949 950 951 952 Approx- Depth imote of Fill Location at Test Lot No. in Feet 72 36.0 74 20.0 71 38.0 73 30.0 74 24.0 72 40.0 70 30.0 Ladera Ct. 30.0 Sta. 440 71 42.0 73 34.0 72 44.0 74 28.0 73 38.0 74 32.0 70 34.0 72 48.0 74 36.0 71 46.0 193 4.0 195 6.0 194 2.0 192 2.0 Lcvante St. 4.0 Sto. 84+50 193 8.0 195 8.0 22 2.0 21 4.0 22 6.0 194 10.0 192 6.0 Levante St. 8.0 Sta. 81+50 193 12.0 195 12.0 194 14.0 195 16.0 21 8.0 193 16.0 192 10.0 194 18.0 195 20.0 Field Moisture % dry wt Dry Maximum Dry Density Density Percent Ib/cu ft Ib,'cu ft Compaction Remarks 13.2 108.3 117.3 92.3 8.4 102.1 113.5 90.0 12.3 110.7 117.3 94.3 9.6 105.8 115.5 91.6 10.8 104.5 115.5 90.5 9.9 104.6 116.2 90.0 10.1 105.6 115.5 91.4 9.1 108.8 117.3 92.7 12.2 103.5 114.0 90.8 12.7 106.8 117.3 91.0 8.9 107.9 117.3 92.0 9.2 106.4 115.5 92.1 9.2 109.5 117.3 93.3 9.3 108.3 117.3 92.3 13.0 105.8 117.3 90.2 15.2 103.1 114.0 90.4 12.2 103.7 114.0 91.0 12.2 111.6 120.4 92.7 14.7 105.2 115.5 91.1 16.1 107.0 117.3 91.2 17.6 101.5 111.4 91.1 14.6 104.5 115.5 90.4 17.6 103.7 114.0 90.9 7.5 112.0 120.4 93.0 8.1 107.6 117.3 91.7 10.5 109.7 117.3 93.5 10.0 111.0 120.4 92.2 14.5 108.4 120.4 90.0 18.0 109.5 120.4 90.9 11.9 116.4 120.4 96.6 11.8 103.9 114.0 91.1 11.0 105.9 115.5 91.7 10.1 109.7 120.4 91.1 14.2 100.8 111.8 90.2 10.1 109.2 117.5 92.9 13.9 107.9 117.5 91.8 12.4 105.3 115.5 91.2 10.0 107.3 115.5 92.9 14.5 100.5 110.2 91.3 12.2 105.0 115.5 90.9 August27, 1976 BENTON ENOINEER,NG. INC Project No. 76-4-20D Green Valley Knolls -32- Approx- imate Test Location No. Lot No. 953 94 954 95 955 94 956 83 957 83 958 23 959 23 960 83 961 84 962 83 963 23 964 84 965 83 966 73 967 35 968 175 969 174 970 173 971 84 972 22 973 83 974 175 975 85 976 210 977 211 978 212 979 213 980 214 981 215 982 216 983 217 984 218 985 219 986 220 987 221 988 222 989 223 990 Cima Ct. Sta. 4+00 991 191 Depth of Fill at Test in Feet Field Moisture '36 dry wt Density Ib,'cu ft Maximum Dry Density Ib/cu ft Percent Compaction Remarks 2.0 1 1 .2 101.6 111.8 90.9 4.0 11.9 109.9 120.4 91.3 6.0 13.0 102.6 111.8 91.8 2.0 9.4 115.7 120.4 96.1 4.0 12.1 102.5 111.8 91.7 2.0 11.4 111.8 120.4 92.9 4.0 11.7 110.5 117.5 94.0 6.0 13.1 104.9 111.8 93.8 1.0 10.9 110.0 117.5 93.6 10.0 11.4 103.0 111.8 92.1 6.0 12.6 109.2 117.3 93.1 5.0 8.2 108.7 117.3 92.7 14.0 7.9 112.5 120.4 93.3 42.0 11.1 111.4 120.4 92.5 36.0 11.6 110.0 120.4 91.4 34.0 9.9 104.7 115.5 90.6 20.0 5.8 103.1 113.4 90.9 18.0 9.5 110.9 120.4 92.1 9.0 5.6 108.3 117.3 92.3 10.0 12.7 108.3 115.5 93.8 18.0 8.3 101.4 117.3 86.4 38.0 10.8 107.4 117.3 91.6 2.0 11.7 106.7 117.3 91.0 18.0* 10.1 105.4 114.0 92.5 26.0* 11.8 104.9 114.0 92.0 23.0* 6.2 111.2 120.4 92.4 20.0* 7.7 107.9 117.3 92.0 18.0* 5.3 106.5 117.3 90.8 17.0* 5.7 110.1 117.3 93.9 20.0* 9.5 110.3 117.3 94.0 30.0* 11.9 104.6 114.0 91.8 32.0* 7.2 113.7 120.4 94.4 39.0* 6.0 105.2 114.0 92.3 37.5* 7.3 108.8 120.4 90.5 35.0* 7.8 115.2 120.4 95.7 33.0* 8.4 110.5 120.4 91.7 28.0* 8.5 112.6 120.4 93.5 8.0 14.0 117.1 120.4 97.3 14.0 7.5 104,7 117.3 89.3 Reworked TABLE OF TEST RESULTS, CONT. August27, 1976 Reworked * Indicates finished grade. sENTON ENGINEERING. INC. Project No. 76-4-200 Green Volley Knolls Approx- imate Test Location No. Lot No. 992 83 993 191 994 192 995 194 996 190 997 195 998 178 999 179 loo0 181 1001 84 1002 2' 1003 21 1004 23 1005 22 1006 43 1007 45 1008 44 1009 42 1010 176 1011 176 1012 22 1013 23 1014 Tennis Court 1015 226 1016 Tennis Court 1017 226 1018 23 1019 85 1020 3 1021 4 1022 6 1023 5 1024 3 1025 Tennis Court 1026 226 1027 191 1028 186 Depth of Fill at Test in Feet Field DV Moisture Density % drywt Ib/cu ft Maximum Dry Density lb/'cu ft Percent Compaction Remorks 18.0 11.0 107.8 117.3 91.9 14.0 11.1 110.3 117.3 94.0 14.0 9.5 110.4 120.4 91.7 22.0 14.2 103.6 114.0 90.9 40.0 11.7 108.9 117.3 92.8 24.0 11.8 109.1 117.3 93.0 30.0 13.5 108.0 117.3 92.1 20.0 9.3 112.6 120.4 93.5 12.0 14.3 103.9 117.3 92.9 13.0 10.6 112.0 120.4 93.0 8.0 14.7 111.5 120.4 92.6 12.0 10.7 108.4 120.4 90.0 12.0 8.1 115.2 120.4 95.7 14.0 14.1 107.5 117.3 91.7 2.0 11.1 112.6 117.3 95.9 2.0 8.9 108.6 117.3 92.6 4.0 15.2 102.6 111.8 91.8 1.0 12.2 107.3 116.2 92.3 70.0 9.5 105.9 117.3 90.3 71.0 8.3 104.0 113.4 91.7 15.0 17.2 107.0 117.3 91.2 16.0 12.4 109.1 120.6 90.5 12.0 7.7 106.4 116.2 91.7 9.0 8.9 107.2 117.3 91.4 11.0 8.2 103.9 114.0 91.1 11.0 9.8 95.7 114.0 84.0 17.0 9.5 114.3 120.4 95.0 6.0 11.9 107.4 117.3 91.6 8.0 7.7 109.3 117.3 93.2 18.0 7.2 111.2 120.4 92.4 16.0 11.0 103.9 113.4 91.6 18.0 11.4 112.7 120.6 93.5 12.0 8.3 107.2 113.4 94.6 16.0 10.4 105.8 117.3 90.1 13.0 9.2 108.1 119.2 90.7 16.0* 10.0 110.7 120.6 91.8 50.0 8.2 110.6 120.4 91.9 -33- August27, 1976 TABLE OFTEST RESULTS, CONT. Ck on #973 Ck on #991 Reworked * Indicates finished grade. BENTON ENOINEERING. INC. Project No. 76-4-20D Green Volley Knolls Approx- imate Test Location No. Lot No. 1029 168 1030 169 1031 170 la32 171 1033 176 1034 175 1035 21 1036 70 1037 71 1038 72 1039 73 1040 84 1041 83 1042 85 1043 84 1044 195 1045 193 1046 190 1047 177 1048 179 1049 181 Depth of Fill at Tesr in Feet 1.0 8.0 14.0 30.0 74.0 39.0 20.0* 38.0 50.0 52.0 46.0 17.0 24.0* 8.0* 18.0* 28.0* 23.0* 44.0 74.0* 23.0* 13.0* 1050 1051 1052 1053 1054 1055 1056 1057 1058 1059 1060 1061 1062 1063 Perenne PI. 3.0 sto. 2+00 Perenne PI. 3.0 sta. 4+00 Perenne PI. 3.0 Sto. 6+OXl Perenne PI. 5.0 Sta. 8iOC Perenne PI. 5.0 Sta. 7+00 21 14.0 21 14.0 194 26.0* 192 15.0* 190 189 52.0* 188 52.0* 187 50.0* 18-6 52.0* -34- August27, 1976 TABLE OF TEST RESULTS, CONT. Field Moisture % dry wt Dry Maximum Dry Density Density Percent Ib/cu ft Ib/cu ft Compaction Remarks 10.5 108.2 119.2 90.8 12.1 106.5 117.3 90.8 9.5 110.2 119.2 92.5 9.9 105.9 114.0 92.9 12.3 113.1 119.2 94.7 12.9 109.8 119.2 92.1 10.2 111.7 120.4 92.8 11.1 109.4 119.2 91.7 10.7 110.3 119.2 92.5 11.9 105.8 114.3 92.6 13.5 104.8 114.0 91.9 15.2 102.2 111.8 91.4 11.2 107.4 119.2 90.1 12.0 109.4 119.2 91.8 6.5 115.4 120.4 95.8 6.3 105.9 117.3 90.3 8.9 107.4 117.3 91.6 15.7 109.0 119.2 91.5 15.1 109.0 119.2 91.5 9.1 104.5 114.0 91.7 11.9 105.3 114.0 92.3 9.8 114.8 120.4 95.4 5.8 117.4 120.4 97.5 10.6 111.9 120.6 92.7 10.1 110.7 120.6 91.9 8.1 112.2 119.2 94.2 9.3 101.9 114.3 89.2 12.2 106.5 117.3 90.7 9.1 115.2 119.2 96.6 10.7 115.0 119.2 96.5 9.3 113.3 119.2 95.1 8.6 111.0 117.3 94.7 7.9 103.2 114.0 90.5 9.5 104.6 114.3 91.4 9.5 107.3 117.3 91.4 Reworked Ck on 81055 * Indicates finished grade. BENTON ENOINEERING. INC. Project No. 76-4-20D Green Volley Knolls -35- August 27, 1976 TABLE OF TEST RESULTS, CONT. Depth of Fill Test Location ot Test No. Lot No. in Feet 1064 180 15.0* 1065 178 32.0* 1066 168 3.0* 1067 170 16.0* 1068 171 31.0* 1069 Peranne PI. 3.0 Sta. l+oo 1070 Perenne PI. 5.0 sta. 2+00 1071 Tennis 18.0 Court 1072 Tennis 20.0 Court 1073 70 38.0 1074 71 50.0 1075 70 42.0 1076 72 52.0 1077 73 46.0 1078 107 30.0 1079 54 38.0 1080 Levante St. 12.0 Sta. 84+20 1081 69 1.0 1082,' 23 22.0* 1083 209 20.0* 1084 208 19.5* 1085 207 24.0* 1086 206 27.5* 1087 205 40.0* 1088 204 38.5* 1089 203 37.0* 1090 202 32.5* 1091 201 15.0* 1092 200 10.0* 1093 199 10.5* 1094 198 10.0* 1095 197 11.5* 1096 196 24.0" 1097 36 47.0* 1098 37 50.0* * lndicotes finished grade. Field Moisture 3/o dry wt Dry Density Ib/'cu ft Maximum Dry Density Ib/'cu ft Percent Compaction Remorks 13.5 110.2 114.2 96.5 13.1 95.6 111.8 85.5 7.3 101.3 111.8 90.6 10.8 111.9 119.2 93.9 6.2 104.8 114.0 91.9 10.9 109.0 119.2 91.5 10.5 108.1 119.2 90.7 11.4 111.0 119.2 93.2 12.9 111.1 119.2 93.1 9.8 111.1 119.2 93.2 7.8 105.5 114.0 92.5 11.6 111.6 120.6 92.5 10.5 111.9 120.6 92.8 10.6 108.2 117.3 92.2 10.0 110.6 115.5 95.8 12.7 106.9 117.3 91.1 7.2 111.8 120.6 92.7 7.6 111.1 120.6 92.1 10.3 109.1 117.3 93.0 6.1 107.2 117.3 91.4 5.1 112.1 120.6 93.0 9.0 112.8 120.6 93.5 5.0 110.6 117.3 94.3 10.1 114.4 119.2 96.0 7.5 110.2 116.2 94.9 5.1 112.0 117.3 95.5 9.0 108.9 114.0 95.5 10.8 107.2 116.2 92.3 4.5 111.9 120.6 92.8 8.4 109.0 117.3 93.0 11.5 115.3 120.6 95.6 9.1 112.6 119.2 94.5 7.5 108.1 117.3 92.2 7.0 110.1 114.0 96.6 12.0 109.7 117.3 93.5 Reworked Ck on#648 BENTON LNOINEERING. INC. Project No. 76-4-20D Green Volley Knolls -36- August27, 1976 TABLE OF TESTRESULTS, CONT. Test No. 1099 1100 1101 1102 1103 1104 1105 1186 1107 1108 1109 1110 1111 1112 1113 1114 1115 1116 1117 1118 1119 1120 1121 1122 1123 1124 1125 1126 1127 1128 1129 1130 1131 1132 1133 1134 1135 Approx- Depth imate of Fill Location at Test Lot No. in Feet 38 55.0 * 39 44.0 * 40 24.0 * 41 15.0 * Levonte St. 16.0 Sta. 9+OO Levonte St. 19.0 Stcr. 8+20 Levonte St. 21.0 Sto. 8+00 Levante St. 23.0 sto. 7+50 Cumbre Ct. 18.0 sto. 2too 153 2.0 * 155 14.0 * 103 10.0 * 104 8.0 * 42 3.0 46 1.0 48 1.0 50 1.0 52 1.0 43 4.0 111 31.0 * 105 4.0 * 70 43.0 * 71 52.0 * 72 54.0 * 73 47.0 * 74 39.0 * 172 30.0 * 3 13.0 * 4 20.0 * 5 24.0 * 6 19.0 * 7 14.5 * 8 10.0 * 101 3.5 * 100 5.0 * 99 5.0 * 98 7.0 l Field Moisture % dry wt Dry Maximum Dry Density Density Percent lb/~ ft Ib/cu ft Canpaction 8.5 107.7 114.0 94.5 9.3 109.1 117.3 93.1 13.4 111.3 120.6 92.3 8.6 109.8 117.3 93.6 11.8 111.8 119.2 93.8 12.0 106.6 117.3 90.9 11.3 108.8 119.2 91.3 11.5 108.1 119.2 90.7 12.3 103.3 113.5 91.1 6.5 109.8 117.3 93.6 5.4 105.4 114.0 92.5 7.6 106.9 114.0 93.8 7.7 106.1 114.0 93.1 11.2 106.9 117.3 91.1 13.4 109.2 119.2 91.6 12.0 106.9 117.3 91.0 12.6 106.6 117.3 90.0 12.6 105.8 117.3 90.2 13.2 105.7 117.3 90.1 6.4 111.7 120.6 92.6 7.5 104.1 114.0 91.3 8.1 101.6 114.0 89.1 10.5 95.5 114.0 83.7 8.2 110.8 117.3 94.4 8.0 105.8 114.0 92.8 8.9 110.8 117.3 94.4 10.2 110.7 117.3 94.4 5.9 110.1 114.0 96.6 12.5 112.1 119.2 94.0 9.1 104.1 113.5 91.7 13.4 102.7 114.0 90.1 7.6 104.2 114.0 91.5 9.7 114.4 120.6 94.9 4.0 107.5 114.0 94.3 9.5 102.8 113.5 90.6 5.0 105.1 114.0 92.2 6.0 114.3 120.6 94.8 Remarks Check on;892 Check on 893 Check on #640 Reworked Reworked * Indicates finished grade. BENTON ENOINEE”ING. INC. Project No. 76-4-20D Green Volley Knolls -37- August27, 1976 Approx- imate Test Location No. Lot No. 1136 182 1137 182 1138 183 1139 182 1140 20 1141 19 1142 20 1143 19 1144 20 1145 19 1146 20 1147 21 1148 19 1149 20 1150 21 1151 19 1152 25 1153 25 1154 25 1155 24 11.56 25 1157 24 1158 25 1159 19 1160 24 1161 25 1162 24 1163 25 1164 20 1165 21 1166 21 1167 24 1168 25 1169 22 1170 23 1171 51 1172 49 1173 47 Depth of Fill at Test in Feet Field Moisture % dry wt Dry Density Ib/cu ft Maximum bY Density Ib/cu ft Percent Compaction 2.0 12.4 108.4 119.2 90.9 4.0 10.8 111.2 119.2 93.3 2.0 * 9.9 114.2 120.6 94.7 6.0 * 11.0 112.7 120.6 93.5 2.0 11.3 105.6 114.0 92.6 4.0 12.5 108.3 117.3 92.3 6.0 12.5 110.5 119.2 92.7 8.0 12.1 107.9 117.3 92.0 10.0 12.9 106.6 117.3 90.9 12.0 11.7 109.3 119.2 91.7 14.0 11.0 109.0 119.2 91.5 6.0 12.3 106.6 117.3 90.9 16.0 12.1 105.6 117.3 90.0 18.0 9.7 109.1 119.2 91.5 8.0 11.7 112.0 119.2 94.0 20.0 11.2 110.3 119.2 92.5 2.0 14.9 105.9 117.3 90.2 4.0 12.1 106.3 117.3 90.7 6.0 12.4 107.9 117.3 92.0 2.0 13.2 111.3 119.2 93.3 10.0 10.6 108.3 119.2 90.9 6.0 9.5 111.4 120.4 92.5 14.0 11.1 107.1 117.3 91.4 21.0 * 12.5 110.0 120.4 91.3 10.0 12.1 105.7 114.0 92.7 18.0 10.6 107.6 117.3 91.7 14.0 9.9 104.1 113.5 91.7 22.0 13.9 108.2 117.3 92.2 22.0* 11.0 107.2 117.3 91.4 12.0 10.9 110.0 120.4 91.4 13.0 * 9.2 186.3 117.3 90.6 18.0 11.0 108.2 119.2 90.8 19.0* 10.0 108.3 119.2 90.9 19.0 8.9 110.6 119.2 92.8 20.0 * 8.7 105.0 113.5 92.5 1.0 * 13.0 103.2 113.5 91.0 1.0 * 11.0 106.6 113.5 93.9 1.0 * 12.3 111.2 119.2 93.3 TABLE OF TESTRESULTS, CONT. Remarks * lndicotes finished grade. BENTON ENGINEERING. ,NC Project No. 76-4-20D Green Volley Knolls a- Approx- Depth imate of Fill Field Test Location at Test Moisture No. Lot No. in Feet % dry wt 1174 124 19.0* 10.4 1175 173 21.0 * 10.0 1176 42 4.0 * 12.8 1177 43 5.0 * 12.6 1178 44 6.0 * 9.9 1179 45 3.0 * 11.6 1180 53 1.0 * 11.4 1181 24 19.0 10.8 1182 1 1.0 11.2 1183 1 2.0 10.7 1184 1 3.0 9.4 1185 70 43.0 * 10.8 1186 71 52.0 * 11.1 1187 178 32.0 11.3 1188 35 31.0 11.1 1189 35 33.0 11.5 1190 35 35.0 11.3 1191 35 37.0 10.9 1192 175 40.0 * 11.1 1193 174 24.0 * 12.1 1194 176 75.0 * 13.9 1195 226 11.0 8.3 1196 178 32.0* 5.7 TABLE OF TESTRESULTS, CONT. Maximum Dry Density Ib/cu ft Density Ib/cu ft 111.1 119.2 111.8 119.2 106.5 117.3 109.4 119.2 110.3 119.2 106.0 117.3 104.2 113.5 108.6 119.2 113.1 120.4 113.2 120.4 114.0 120.4 112.1 114.0 111.6 114.0 107.4 117.3 102.7 111.8 112.1 119.2 105.9 117.3 113.2 119.2 110.5 121.4 109.3 121.4 109.1 117.3 112.1 117.3 113.0 117.3 August27, 1976 Percent Compaction Remarks 93.2 93.8 90.8 91.8 92.6 90.4 91.8 91.1 94.0 94.1 94.7 98.4 Check on#1120 98.0 Check on '1121 91.6 91.9 94.0 90.3 95.0 91.1 90.1 93.0 95.6 Check on #lo17 96.0 Check on #lo65 * Indicates finished grade. BENTON ENGINEERING. INC. August 27, 1976 Project No. 76-4-20D Green Volley Knolls -39- LABORATORY TEST RESULTS The maximum dry densities and optimum moisture contenk of the moior fill materials as deter- mined by the A.S.T.M. D 1557-70 method, that uses 25 blows of o 10 pound rammer falling from a height of 18 inches on each of 5 layers in a 4 inch diameter l/30 cubic foot compaciion cylinder, are presented as follows: Maximum Optimum Mois- ture Content % dry wt Soil Description Dry Density lb/c” ft Brown silty fine to medium sand 119.2 11.8 Light orange brown clayey very fine sand 113.4 15.1 Light gray silty very fine sand 114.0 12.8 Light gray brown clayey fine sand 114.3 14.0 Light brown silty very fine to fine sand 111.8 12.6 Light gray brown silty very fine sand 113.5 13.9 Light yellow brown silty fine sand 116.2 13.2 Yellow brown slightly clayey fine to medium sand 117.3 13.1 Yellow brown clayey fine sand with silktone chunks 110.2 15.7 Yellow brown silty very fine to fine sand 112.3 13.8 Light gray and yellow brown silty fine to medium sand 115.5 13.7 Light gray brown silty clay 109.2 17.0 Brown silty fine sand with scattered gravel 120.6 10.5 Light gray fine to medium sand with slight clay binder 115.4 12.7 Light gray brown silty fine to medium sand 114.0 13.6 Light gray brown silty fine sand 114.0 11.5 Light groy brown silty fine sand 120.4 11.4 BENTON ENGINEERING. INC.