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HomeMy WebLinkAboutCUP 15-06; HOMES2 CARLSBAD SUITES; FINAL SOILS REPORT; 2020-06-01TABLE A-SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556 and/or ASTM D6938) Job No. 05-9085 Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction _liQ,_ Date of Test Test Location (FEET) _Jfil_ ~ _ili_L Curve No. Remarks 1 2/15118 Grading E of Building Pad 166 17.8 99.3 90 2 2/15/18 Grading S of Building Pad 164 13.7 93.6 85 1 Test Failed, material removed 3 2/15/18 Grading of Building Pad 165 18.0 100.0 90 4 2/22/18 Grading of Building Pad 140 18.6 106.3 89 2 Test Failed, see #6 5 2/22/18 Grading of Building Pad 141 14.0 110.1 92 2 6 2/22/18 Grading of Building Pad 140 14.4 108.2 90 2 Restest of# 4 7 2/22/18 Grading of Building Pad 141.5 17.1 108.1 90 2 8 2/22/18 Grading of Building Pad 143 15.1 107.6 90 2 9 2/22/18 Grading of Building Pad 144.5 14.2 110.9 92 2 10 2/22/18 Grading of Building Pad 146 16.5 109.6 91 2 11 2/23/18 Grading of Building Pad 147 12.8 110.6 91 3 12 2/23/18 Grading of Building Pad 148 13.9 108.8 91 2 13 2/23/18 Grading of Building Pad 149.5 14.8 110.4 90 3 14 2/23/18 Grading of Building Pad 151.5 15.3 110.3 90 3 15 2/23/18 Grading of Building Pad 153 17.3 97.4 88 1 Test Failed see #16 16 2/23/18 Grading of Building Pad 153 17.7 100.2 91 1 Restest of #15 17 2/23/18 Grading of Building Pad 154 14.8 113.1 93 3 18 2/23/18 Grading of Building Pad 155.5 16.2 107.8 90 2 19 2/26/18 Grading of Building Pad 157 13.9 109.8 90 3 20 2/26/18 Grading of Building Pad 158 15.3 112.6 92 3 21 2/26/18 Grading of Building Pad 159.5 13.6 112.3 92 3 22 2/26/18 Grading of Building Pad 160 15.4 107.3 91 4 23 2/26/18 Grading of Building Pad 161.5 15.0 109.0 91 2 24 2/26/18 Grading of Building Pad 162 13.9 112.7 92 3 25 2/26/18 Grading of Building Pad 163 13.5 107.2 91 4 26 2/28/18 Grading of Building Pad 164 16.1 105.4 90 4 27 2/28/18 Grading of Building Pad 164.5 16.0 108.1 90 2 28 2/28/18 Grading of Building Pad 165 14.8 107.0 91 4 29 2/28/18 Grading of Building Pad 166 16.0 105.7 90 4 Notes: 1) Curve number refers to Table B 2) FSG denotes finish subgrade elevation 3) FBG denotes finish base grade elevation 4) FPG denotes finish pavement grade TABLE A-SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556 and/or ASTM D6938) Job No. 05-9085 Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction ..JiQ.,_ Date of Test Test Location (FEET) ..l.%L _{Q£f}_ ..l.%L Curve No. Remarks 59 4/2/18 Stormdrain Trench Backfill 164 18.7 99.3 90 1 60 4/3/18 Stormdrain Trench Backfill 159 16.6 106.7 93 9 61 4/3/18 Stormdraih Trench Backfill 161 16.1 101.3 92 62 4/3/18 Stormdrain Trench Backfill 163 18.2 100.9 91 63 4/3/18 Stormdrain Trench Backfill 165 17.8 100.2 91 64 4/3/18 Stormdrain Trench Backfill 165 16.7 105.9 92 9 65 4/5/18 Sewerline Trench Backfill 165 13.8 107.8 96 10 66 4/5/18 Sewerline Trench Backfill 164 17.6 102.1 91 10 67 4/5/18 Sewerline Trench Backfill 167 13.6 108.0 96 10 68 4/5/18 Sewerline Trench Backfill 166 14.2 104.1 93 10 69 4/5/18 Sewerline Trench Backfill 167 16.4 100.0 89 10 Test Failed, See# 70 70 4/5/18 Sewerline Trench Backfill 167 16.1 102.7 91 10 Re-test of # 69 71 4/10/18 Stormdrain Trench Backfill 156 15.5 105.7 90 4 72 4/10/18 Stormdrain Trench Backfill 158 17.4 104.3 94 1 73 4/10/18 Stormdrain Trench Backfill 160 12.7 112.6 92 3 lnletbox 74 4/10/18 Stormdrain Trench Backfill 162 17.3 103.9 94 1 lnletbox 75 4/11/18 Waterline Trench Backfill FSG-1 8.4 126.8 96 12 76 4/11/18 Waterline Trench Backfill FSG-1 6.2 129.7 98 12 77 4/11/18 Waterline Trench Backfill FSG -1 6.2 130.2 98 12 78 4/11/18 Waterline Trench Backfill FSG-1 6.7 131.0 98 11 79 4/11 /18 Waterline Trench Backfill FSG-1 6.6 124.0 93 11 80 4/13/18 Waterline Trench Backfill FSG-1 5.0 125.0 94 11 81 4/13/18 Waterline Trench Backfill FSG-2 7.0 120.5 90 11 82 4/13/18 Waterline Trench Backfill FSG-2 7.1 120.6 90 11 83 4/13/18 Waterline Trench Backfill FSG-2 5.9 124.7 93 11 84 4/13/18 Waterline Trench Backfill FSG-2 11.7 113.9 86 12 Test Failed, See# 85 85 4/13/18 Waterline Trench Backfill FSG-2 8.6 125.6 95 12 Re-test of # 84 86 4/16/18 Waterline Trench Backfill FSG-2 4.2 119.6 90 12 87 4/16/18 Waterline Trench Backfill FSG-2 5.6 120.9 91 12 Notes: 1) Curve number refers to Table B 2) FSG denotes finish subgrade elevation 3) FBG denotes finish base grade elevation 4) FPG denotes finish pavement grade TABLE A -SUMMARY OF FIELD DENSITY TEST RES UL TS (ASTM 01556 and/or ASTM 06938) Job No. 05-9085 Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction __NQ,_ Date of Test Test Location (FEED _lliL ~ _lliL Curve No. Remarks 117 5/18/18 Waterline wright Pl. FSG-0.5 8.4 121.5 92 12 Test Failed, See# 120 118 5/18/18 Waterline wright Pl. FSG 14.0 109.9 98 10 119 5/18/18 Waterline wright Pl. FSG 12.5 110.0 98 10 120 5/18/18 Waterline wright Pl. FSG-0.5 8.8 125.9 95 12 Re-test of# 117 121 5/21/18 Waterline wright Pl. FSG-2 · 9.7 125.8 95 12 122 5/21/18 Waterline wright Pl. FSG 12.4 111.5 99 10 123 5/21/18 Waterline Trench Backfill FSG-1 8.7 123.1 93 12 124 5/22/18 Joint Utility Trench Backfill FSG-1 15.6 102.2 91 10 125 5/24/18 Data Trench Backfill -Building Pad FSG -1.5 18.2 100.5 91 1 126 5/31/18 Waterline Palomar Oaks Way FSG-1.5 9.3 125.7 95 12 127 5/31/18 Waterline Palomar Oaks Way FSG 18.1 108.5 96 14 128 5/31/18 Waterline Palomar Oaks Way FBG 5.2 139.9 99 13 129 6/1 /18 · Waterline Trench Backfill FSG-3 13.7 111 .6 99 14 130 6/1/18 Waterline Trench Backfill FSG-2 13.5 107.8 95 14 131 6/1/18 Waterline Trench Backfill FSG 15.6 101.4 90 14 132 6/1/18 Waterline Trench Backfill FSG-1 17.1 101 .6 90 14 133 6/1/18 Waterline Trench Palomar Oaks Way FSG -1.5 7.5 126.8 96 12 134 6/1/18 Waterline Trench Palomar Oaks Way FSG 3.5 138.5 98 13 135 6/1/18 Waterline Trench Palomar Oaks Way FBG -0.75 5.7 136.2 96 13 136 6/15/18 Waterline Trench Palomar Oaks Way FBG 2.9 140.1 99 13 137 6/15/18 Waterline Trench N of Building Pad FSG-6 14.9 103.4 92 14 138 6/15/18 Waterline Trench N of Building Pad FSG-4 12.9 110.7 91 3 139 6/15/18 Waterline Trench N of Building Pad FSG-2 13.1 109.9 90 3 140 6/18/18 BMP 3 Backfill FSG-2 12.9 106.8 91 4 141 6/19/18 . Sewerline Trench Backfill Building Pad FSG-1.5 15.8 105.7 90 4 142 6/19/18 Sewer"line Trench Backfill Building Pad FSG -1.5 12.1 111.1 91 3 143 6/19/18 Sewerline Trench Backfill Building Pad FSG-2 13.9 112.2 92 3 144 6/20/18 Sewerline Trench Backfill Building Pad FSG 7.1 118.6 91 7 145 6/20/18 Sewerline Trench Backfill Building Pad FSG 6.2 112.7 87 7 Test Failed See# 153 Notes: 1) Curve number refers to Table B 2) FSG denotes finish subgrade elevation 3) FBG denotes finish base grade elevation 4) FPG denotes finish pavement grade TABLE A-SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556 and/or ASTM D6938) Job No. 05-9085 Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction J!Q,_ Date of Test Test Location (FEET} _J_o/2L _(Qill_ _J_o/2L Curve No. Remarks 175 9/13/18 Sewerline Trench Backfill FSG-4.5 14.9 110.7 98 14 Lateral wright Pl. 176 9/13/18 Sewerline Trench Backfill FSG-2 13.4 107.7 96 10 Lateral wright Pl. 177 9/13/18 Sewerline Trench Backfill FSG 11 .2 115.4 98 4 Lateral wright Pl. 178 9/14/18 Sewerline Trench Backfill FBG 8.0 134.6 95 13 Lateral wright Pl. 179 9/14/18 Sewerline Trench Backfill FBG 7.5 137.3 97 13 Lateral wright Pl. 180 9/14/18 Sewerline Trench Backfill FBG 6.8 136.2 96 13 Lateral wright Pl. 181 9/14/18 Sewerline Trench Backfill FBG 6.2 134.9 95 13 Lateral wright Pl. 182 9/14/18 Sewerline Trench Backfill FSG-2 14.0 103.7 92 10 Wet Density 183 9/18/18 Waterline Trench Backfill FPG NA 141.2 98 18 Wright Pl. 184 9/18/18 Waterline Trench Backfill FPG NA 137.5 95 18 Wright Pl. 185 9/18/18 Sewerline Trench Backfill FPG NA 141 .0 98 18 Wright Pl. 186 9/18/18 Waterline Trench Backfill FPG NA 141 .7 98 18 Palomar Oaks Way 187 9/18/18 Waterline Trench Backfill FPG NA 139.8 97 18 Palomar Oaks Way .~ Dry Density 188 10/4/18 Retaining Wall Backfill 171 14.6 108.2 90 17 WallE 189 10/4/18 Retaining Wall Backfill 171 14.5 107.3 89 17 Test Failed See #190/Wall D 190 10/4/18 Retaining Wall Backfill 171 14.7 109.1 91 17 Re-test of#189/Wall D 191 10/4/18 Retaining Wall Backfill 172.5 13.8 111.4 92 17 Wallo 192 10/5/18 Retaining Wall Backfill 173 13.2 108.4 90 17 WallD 193 10/5/18 Retaining Wall Backfill 171 .5 12.8 109.0 90 17 . WallF 194 10/5/18 Retaining Wall Backfill 173 13.7 109.4 91 17 WallE 195 10/6/18 Retaining Wall Backfill 174 15.1 112.9 94 17 WallE 196 10/6/18 Retaining Wall Backfill 172.5 14.7 110.7 92 17 WallF 197 10/9/18 Retaining Wall Backfill 173.5 13.4 111.1 92 17 WallF 198 10/9/18 Retaining Wall Backfill 175 13.6 116.5 95 3 WallF 199 10/10/18 Retaining Wall Backfill 175.5 12.7 108.1 90 17 WallF 200 10/10/18 Retaining Wall Backfill 175 13.8 116.1 95 3 WallE 201 10/11/18 Retaining Wall Backfill 176.5 11.9 109.1 91 17 WallF 202 10/11/18 Retaining Wall Backfill 174.5 11.7 113.2 94 17 WallE 203 10/11/18 Retaining Wall Backfill 176 13.2 110.8 92 17 WallE 204 10/11/18 Retaining Wall Backfill 175.8 12.8 112.1 93 17 WallF Notes: 1) Curve number refers to Table B 2) FSG denotes finish subgrade elevation 3) FBG denotes finish base grade elevation 4) FPG denotes finish pavement grade TABLE A -SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556 and/or ASTM D6938) Job No. 05-9085 Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction _liQ,_ Date of Test Test Location (FEET) _ffil_ _JQffl_ __Jfil_ Curve No. Remarks 234 11/6/18 Curb+ Gutter FBG 14.1 114.6 98 19 235 11/6/18 Curb + Gutter FBG 14.6 113.9 97 19 236 11/6/18 Curb+ Gutter FBG 12.9 115.0 98 19 237 11/6/18 Curb + Gutter FSG 11.6 116.4 97 2 238 11/6/18 Curb + Gutter FSG 14.4 110.0 98 10 239 11/7/18 Cross Gutter South of Bu.ilding FBG 13.1 113.0 97 19 240 11/15/18 Curb + Gutter FBG 14.7 115.4 99 19 241 11/15/18 Curb + Gutter FBG 11.8 115.0 98 19 242 11/15/18 Curb + Gutter FBG 12.3 112.6 96 19 243 11/15/18 Curb+ Gutter FBG 11.8 112.7 96 19 244 11 /15/18 Curb+ Gutter FBG 12.9 116.0 99 19 245 11/15/18 Curb + Gutter FBG 13.5 116.2 99 19 246 11/15/18 Curb + Gutter FBG 10.5 115.5 99 19 247 11/15/18 Curb + Gutter FBG 10.6 115.4 99 19 . 248 11/15/18 Curb + Gutter FBG 13.2 116.2 99 19 249 11/15/18 Curb + Gutter FBG 13.0 113.6 97 19 250 11/16/18 Concrete Pavement FSG 13.9 111.4 95 4 251 11/16/18 Trash Enclosure FSG 9.3 109.2 93 4 252 11/21/18 Pavement Area FSG 15.1 112.0 95 4 253 11/21/18 Pavement Area FSG 12.1 112.7 96 4 254 11/21/18 Pavement Area FSG 15.3 109.4 95 @. 255 11/21/18 Pavement Area FSG 10.9 115.2 96 2 256 11/21/18 Pavement Area FSG 11.5 110.0 95 9 257 11/21/18 Pavement Area FSG 10.8 116.9 96 3 258 11/21/18 Pavement Area FSG 14.9 114.4 95 2 259 11/21/18 Pavement Area FSG 14.1 107.5 93 9 Test Failed, See #260 260 11/24/18 Pavement Area FSG 15.2 109.7 95 9 Re-test of #259 261 11 /24/18 Pavement Area FSG 11 .7 116.4 97 2 262 11/24/18 Pavement Area FSG 15.1 116.9 95 8 Notes: 1) Curve number refers to Table B 2) FSG denotes finish subgrade elevation 3) FBG denotes finish base grade elevation 4) FPG denotes finish pavement grade TABLE A -SUMMARY OF FIELD DENSITY TEST RES UL TS (ASTM D1556 and/or ASTM D6938) Job No. 05-9085 Approximate Water Dry Degree of Test Elevation Content Dens.ity Compaction Compaction ~ Date of Test Test Location {FEET) ~ .....{Q£f)__ ~ Curve No . Remarks 293 12/17/18 Curb + Gutter FSG 17.4 106.6 94 14 294 12/17/18 Curb + Gutter FSG 19.8 102.0 90 14 295 12/17/18 Curb + Gutter FSG 19.3 103.0 91 14 296 12/17/18 Curb + Gutter FSG 11 .0 112.9 93 3 297 12/17/18 Curb + Gutter FSG 20.5 100.4 95 20 298 12/17/18 Curb + Gutter FSG 14.2 109.3 90 3 299 12/17/18 Curb + Gutter FSG 14.8 109.4 90 3 300 12/17/18 Curb + Gutter FSG 11.6 116.9 96 3 301 12/17/18 Curb + Gutter FSG 15.6 110.0 90 3 302 12/17/18 Curb + Gutter FSG 15.9 111 .1 91 3 303 12/17/18 Curb + Gutter FSG 9.0 115.1 91 5 304 12/17/18 Curb + Gutter FSG 19.9 99.4 94 20 305 12/17/18 Curb + Gutter FSG 13.7 114.6 90 5 306 12/17/18 Curb + Gutter FSG 13.5 115.2 91 5 307 12/31/18 Curb+ Gutter FSG 19.6 105.9 92 9 308 12/31/18 Curb + Gutter FSG 15.3 105.8 92 9 309 12/31/18 Curb+ Gutter FSG 16.8 107.4 93 9 310 12/31/18 Curb + Gutter FSG 19.0 98.1 93 20 311 1/9/19 Curb+ Gutter FBG 14.2 111 .9 96 19 312 1/9/19 Curb + Gutter FBG 15.1 111 .5 95 19 313 1/9/19 Curb + Gutter FBG 13.5 111.7 95 19 314 1/9/19 Curb + Gutter FBG 15.3 113.8 97 19 315 1/9/19 Curb+ Gutter FBG 14.4 111 .1 95 19 316 1/9/19 Curb + Gutter FBG 15.7 112.4 96 19 317 1/9/19 Curb+ Gutter FBG 16.0 110.8 95 19 318 1/9/19 Curb+ Gutter FBG 13.8 112.5 96 19 319 1/9/19 Curb + Gutter FBG 14.9 113.5 97 19 320 1/9/19 Curb + Gutter FBG 15.7 111.4 95 19 321 1/9/19 Curb + Gutter FBG 15.6 111.0 95 19 Notes: 1) Curve number refers to Table B 2) FSG denotes finish subgrade elevation 3) FBG denotes finish base grade elevation 4) FPG denotes finish pavement grade TABLE A-SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556 and/or ASTM D6938) Job No. 05-9085 Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction --1!2.:....... Date of Test Test Location (FEET) ~ _JQ£f}_ ~ Curve No. Rernarks 351 2/11/19 Pavement Area FSG 18.9 102.2 96 20 352 2/11/19 Pavement Area FSG 17.1 107.6 95 13 353 2/11/19 Pavement Area FSG 11.3 107.0 96 10 354 2/11/19 Pavement Area FSG 20.1 101 .0 101 20 355 2/11/19 Pavement Area FSG 12.8 114.5 84 2 356 2/11/19 Pavement Area FBG 14.2 115.8 98 19 357 2/11/19 Pavement Area FBG 13.7 116.1 99 19 358 2/11/19 Pavement Area FBG 14.3 114.9 99 19 359 2/11/19 Pavement Area FBG 15.7 116.1 99 19 360 2/11/19 Pavement Area FBG 15.4 114.2 98 19 361 2/11/19 Pavement Area FBG 14.2 114.0 99 19 362 2/11/19 Pavement Area FBG 15.1 116.0 98 19 363 2/11/19 Pavement Area FBG 11.9 115.9 97 19 364 2/11/19 Pavement Area FBG 12.3 114.4 99 19 365 2/11/19 Pavement Area FBG 11 .8 113.1 99 19 366 2/11/19 Pavement Area FBG 10.4 109.8 98 19 367 2/11/19 Pavement Area FBG 11 .7 111 .1 97 19 368 2/12/19 Pavement Area FBG 13.5 114.4 95 21 369 2/12/19 Pavement Area FBG 11 .2 113.3 96 21 370 2/12/19 Pavement Area FBG 11 .9 111 .3 99 21 371 2/12/19 Pavement Area FBG 12.2 111 .8 98 21 372 2/12/19 Pavement Area FPG-0.08 NA 140.5 96 22 373 2/12/19 Pavement Area FPG-0.08 NA 144.4 99 22 374 2/12/19 Pavement Area FPG-0.08 NA 140.1 96 22 375 2/12/19 Pavement Area FPG-0.08 NA 146.0 96 22 376 2/12/19 Pavement Area FPG-0.08 NA 143.9 99 22 377 2/12/19 Pavement Area FPG-0.08 NA 141.9 96 22 378 2/12/19 Pavement Area FPG-0.08 NA 140.1 100 22 379 2/12/19 Pavement Area FPG-0.08 NA 146.1 99 22 Notes: 1) Curve number refers to Table 8 2) FSG denotes finish subgrade elevation 3) FBG denotes finish base grade elevation 4) FPG denotes finish pavement grade TABLE A -SUMMARY OF FIELD DENSITY TEST RES UL TS (ASTM D1556 and/or ASTM D6938) Job No. 05-9085 Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction ___NQ,__ Date of Test Test Location (FEET) _lliL --1.!lliL _lliL Curve No. 8-_e_lllarks 409 3/22/20 courtyard sidewalk FSG 12.5 108.4 94 24 410 3/24/20 courtyard sidewalk FSG 10.9 110.2 96 24 411 3/24/20 courtyard sidewalk FSG 11.6 107.1 93 24 412 3/24/20 sidewalk NW corner of bldg FSG 14.1 112.5 92 8 413 3/26/20 courtyard sidewalk FSG 12.1 106.3 93 24 414 3/31/20 courtyard sidewalk FSG 11.5 108.5 95 24 415 3/31/20 courtyard sidewalk FSG 11.2 108.9 95 24 416 3/31/20 courtyard sidewalk FSG 11.9 106.3 93 24 417 4/2/20 curb around putting green FSG 4.8 105.1 92 24 418 1/3/20 curb around putting green FSG 11 .6 107.4 94 24 419 4/3/20 putting green base FBG 12.6 108.1 94 24 420 5/7/20 parking lot AC cap FG NA 138.6 96 25 421 517120 parking lot AC cap FG NA 141.0 98 25 422 5/7/20 parking lot AC cap FG NA 139.0 96 25 423 5/7/20 parking lot AC cap FG NA 132.9 92 25 424 517/20 parking lot AC cap FG· NA 139.7 97 25 425 517/20 parking lot AC cap FG NA 137.5 95 25 426 5/8/20 parking lot AC cap FG NA 139.8 97 25 427 5/8/20 parking lot AC cap FG NA 141 .6 98 25 428 5/8/20 parking lot AC cap FG NA 142.5 99 25 429 5/8/20 parking lot AC cap FG NA 140.1 97 25 430 5/8/20 parking lot AC cap FG NA 138.8 96 25 431 5/8/20 parking lot AC cap FG NA 141.3 98 25 432 5/8/20 parking lot AC cap FG NA 139.6 97 25 Notes: 1) Curve number refers to Table B 2) FSG denotes finish subgrade elevation 3) FBG denotes finish base grade elevation 4) FPG denotes finish pavement grade Job No.05-9085 TABLEB LABORATORY COMPACTION TEST RESULTS (ASTM D1557-12) Compaction Maximum Optimum Test Source of Dry Density Water Content Curve No. DescriQtion of Material Material focf} % 17 CLAYEY SAND (SC) Light Brown On Site 120.5 12.4 18 ASPHALT CONCRETE (AC) Import 144± * 19 WELL GRADED GRAVEL (GW), Dark Brownish-gray Import 117.0 12.7 20 SANDY CLAY (CL), Light Yellowish-brown On-Site 106.0 17.2 21 WELL GRADED GRAVEL (GW), Grayish Brown Import 115.5 12.5 22 ASPHALT CONCRETE (AC) Import 146± * 23 WELL GRADED GRAVEL (GW), Light Brown Import 112.5 14.2 24 WELL GRADED GRAVEL (GW), Grayish Brown Import 114.8 12.5 25 ASPHALT CONCRETE (AC) Import 144.5 * * Hveem provided by manufacturer 20F 2