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HomeMy WebLinkAbout3190; RANCHO SANTA FE RD; IN-PLACE DENSITY TESTS LA COSTA TOWN CENTER; 2004-01-16I JOB NAME: La Costa Town Center JOB NUMBER: 9 141 0411014-4 IN-PLACE DENSITY.TESTS ST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. 0. DATE LOCATION (feetMSL) (percent), (p.c.f.) TYPE (percent) GRADING 1 1/16/04 See Plan 310.0 11.9 125.6 1C 95.9 2 1/16/04 See Plan 312.0 10.7 130.2 IF 95.5 3 1/16/04 See Plan 314.0 12.2 127.4 1D 96.1 4 1/16/04 See Plan 316.0 9.8 124.9 1 91.6 5 1/16/04 See Plan 318.0 11.7 128.4 1E 95.6 6 1/16/04 See Plan 320.0 11.3 130.0 2F 93.5 7 1/16/04 See Plan 322.0 11.1 129.2 2E 94.2 8 1/19/04 SQe_PIan - 324.0 13.2 2E 93.9 9 1/19/04 See Plan 326.0 11.8 126.7 2F 91.1 10 1/19/04 See Plan 328.0 12.7 127.2 2F 91.4 11 1/19/04 See Plan 330.0 1.4.1 125.8 1E 93.7 12 1/19/04 See Plan 332.0 -_- 14.6 130.6 1 95.7 13 1/19/04 See Plan 334.0 14.0 131.4 2F 94.5 14 1/19/04 See Plan 336.0 13.8 127.7 2C 95.3 15 1/19/04 See Plan 338.0 15.1 128.3 2E 93.5 16 1/20/04 See Plan 340.0 10.7 126.8 1E 94.4 17 1/20/04 See Plan 340.0 11.4 130.4 1 95.6 18 1/20/04 See Plan 342.0 11.7 125.9 1D 94.9 19 1/20/04 See Plan 342.0 10.9 128.6 1 94.3 20 1/28/04 See Plan 358.0 9.7 123.1 2A 94.0 21 1/28/04 See Plan 361.0 10.4 125.2 213 94.5 2 1/28/04 See Plan 369.0 11.5 124.3 213 93.8 3 1/29/04 See Plan 344.0 10.7 126.9 1E 94.5 24 1/29/04 See Plan 344.0 11.4 128.4 1 94.1 25 1/29/04 See Plan 346.0 9.2 130.2 1 95.5 26 1/29/04 See Plan 346.0 8.7 125.6 1D 94.7 27 1/29/04 See Plan 348.0 11.6 127.7 1E 95.1 28 1/29/04 See Plan 348.0 12.8 127.4 1E 94.9 29 1/29/04 See Plan 350.0 15.2 125.2 10 94.4 30 1/29/04 See Plan 350.0 11.1 130.0 1 95.3 31 1/29/04 See Plan 352.0 10.6 126.8 1E 94.4 32 1/30/04 See Plan 352.0 9.7 125.4 1E 93.4 33 1/30/04 See Plan 354.0 8.4 130.6 1 95.7 34 1/30/04 See Plan 354.0 10.8 129.9 1 95.2 35 1/30/04 See Plan 356.0 11.2 127.4 1 93.4 36 1/30/04 See Plan 356.0 10.4 126.6 1 92.8 37 1/30/04 See Plan 358.0 9.6 131.2 1 96.2 38 1/30/04 See Plan 358.0 10.1 126.3 1 92.6 39 2/5/04 See Plan 351.0 10.7 129.6 1 95.0 40 2/5/04 See Plan 353.0 11.5 130.1 1 95.4 41 2/5/04 See Plan 356.0 9.4 125.9 10 94.9 42 215/04 See Plan 360.0 9.7 126.7 1E 94.3 43 2/5/04 See Plan 360.0 10.1 125.4 1E 93.4 44 2/5/04 See Plan 362.0 8.7 128.2 1 94.0 45 2/5/04 See Plan 362.0 9.4 127.3 1 93.3 2/12104 See Plan 364.0 18.9 100.7 7 97.0 '6 7 2/12/04 See Plan 364.0 22.1 100.4 7 96.7 48 2/12/04 See Plan 366.0 20.4 100.2 7 96.5 49 2/12/04 See Plan 366.0 19.8 100.9 7 97.2 PLATE NO. 3 :1 ii ST 0. DATE LOCATION 2/13/04 See Plan 2/13/04 See Plan 2/13/04 See Plan 2/13/04 See Plan 2/17/04 See Plan 2/17/04 See Plan 2117/04 See Plan 2117/04 See Plan 2/17/04 See Plan 2/25/04 See Plan 2/25/04 See Plan 2/25/04 See Plan 2/25/04 See Plan 2/25/04 See Plan 2/25/04 See Plan 2/25/04 RETEST OF 63 2/25/04 See Plan 2/25/04 See Plan 2/25/04 See Plan 2/25/04 See Plan 3/1/04 See Plan 3/1/04 See Plan 3/1/04 See Plan 3/1/04 See Plan 3/1/04 See Plan 3/1/04 RETEST OF 74 3/1/04 See Plan 3/1/04 See Plan 3/1/04 RETEST OF 76 3/1/04 See Plan 3/1/04 See Plan 3/2/04 See Plan 3/2/04 See Plan 3/2/04 See Plan 3/2104 See Plan 3/2/04 See Plan 3/2104 RETEST OF 85 3/2/04 See Plan 3/2104 See Plan 3/3/04 See Plan 3/3/04 See Plan 3/3/04 See Plan 3/3/04 See Plan 3/3/04 See Plan 3/3/04 See Plan 3/8/04 See Plan 3/12/04 See Plan 3/12/04 See Plan 3/12/04 See Plan 3/12/04 See Plan 3/12/04 See Plan ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. (feet,MSL) (percent) (p.c.f.) TYPE (percent) 364.0 10.6 126.7 1E 94.3 364.0 11.1 130.2 iF 95.5 366.0 9.6 128.4 1E 95.6 366.0 9.2 131.2 iF 96.2 368.0 17.9 109.4 3 90.8 370.0 18.1 110.1 3 91.4 372.0 16.9 109.2 3 90.6 374.0 20.4 106.9 4 90.6 376.0 19.7 107.3 4 90.9 378.0 15.9 107.9 4 91.4 378.0 16.8 106.8 4 90.5 380.0 14.6 107.8 4 91.4 380.0 13.8 109.1 4 92.5 18.4 89.7 7 86.4 371.0 19.6 94.8 7 91.3 372.0 16.9 93.9 7 90.5 371.0 19.2 95.2 7 91.7 374.0 18.7 99:6 7 96.0 368.0 16.8 108.2 4 91.7 371.0 14.4 109.8 4 93.1 374.0 18.9 97.7 7 94.1 374.0 19.4 101.1 7 97.4 373.0 20.1 95.8 7 92.3 376.0 17.8 97.9 7 94.3 378.0 16.9 92.1 , 7 88.7 378.0 19.4 94.6 7 91.1 374.0 14.6 99.2 5 88.6 374.0 15.9 104.6 5 93.4 374.0 17.7 102.9 5 91.9 376.5 14.8 101.6 5 90.7 376.0 16.7 100.9 5 90.1 378.5 17.4 101.5 5 90.6 380.0 17.9 100.7 7 97.0 376.0 20.6 102.4 5 91.4 375.0 16.8 101.1 5 90.3 378.0 19.4 99.4 5 88.8 378.0 18.5 100.9 5 90.1 377.0 20.2 101.6 5 90.7 380.0 15.9 102.7 5 91.7 380.0 19.6 103.6 5 92.5 379.0 18.8 101.9 5 91.0 379.0 20.4 102.7 5 91.7 381.0 21.1 100.9 5 90.1 381.0 16.9 104.2 5 93.0 382.0 18.4 100.8 5 90.0 372.0 18.6 102.9 5 91.9 370.0 16.1 102.0 5 91.1 372.0 15.9 101.6 5 90.7 374.0 17.2 104.7 5 93.5 382.0FG 15.6 103.1 5 92.1 381.0FG 14.7 102.0 5 91.1 JOB NAME: La Costa Town Center JOB NUMBER: 0411014-4 I IN-PLACE DENSITY TESTS PLATE NO. 4 ST DATE LOCATION 101 3/12/04 102 3/15/04 103 3/15/04 104 3/15/04 105 3/15/04 106 3/15/04 107 3/15/04 108 3/15/04 109 3/15/04 110 . .3/15/ 111 3/15/04 112 3/15/04 113 3/15/04 114 3/15/04 115 3/17/04 116 3/17/04 117 3/17/04 118 3/17/04 119 3/17/04 120 3/17/04 121 3/17/04 122 3/18/04 123 3/18/04 3/18/04 .4 5 3/18/04 126 3/18/04 127 3/29/04 128 3/29/04 129 3/29/04 130 3/29/04 131 3/29/04 132 3/29/04 133 3/29/04 See Plan See Plan See Plan• See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Plan JOB NAME: La Costa Town Center JOB NUMBER: 0411014-4 IN-PLACE DENSITY TESTS ELEVATION 381.0 FG 372.0 363.0 368.0 354.0 369.0 355.0 371.0 348.0 365.0 372.0 363.0 373.0 356.0 380.0 FG 380.0 FG 380.0 FG 380.0 FG 379.0 FG 378.0 FG 378.0 FG 379.0 FG 379.0 FG 377.0 FG 377.0 FG 377.0 FG 381.0 FG 383.0 FG 383.0 FG 376.0 FG 368.0 FG 374.0 FG 374.0 FG MOISTURE (percent) DRY DENSITY (p.c.f.) SOIL TYPE 13.9 102.6 5 16.1 101.0 5 14.9 ° 108.1 4 13.7 1061 4 16.1 106.9 4 15.6 101.8 5 13.8 101.3 5 17.2 107.3 4 15.1 106.5 4 108.3 4 13.1 103.6 5 12.9 102.1 5 15.2 100.9 5 16.7 101.3 5 10.7 102.9 5 11.9 101.6 5 14.1 104.2 5 12.7 100.9 5 12.6 ° 101.4 5 13.1 102.9 5 11.7 103.7 5 12.7 101.4 5 11.1 102.7 5 10.9 103.2 5 13.7 101.5 5 9.9 101.7 5 12.7 104.1 5 10.8 102.7 5 9.8 101.9 5 13.1 103.9 5 12.7 101.6 5 11.4 100.9 5 12.1 106.1 5 REL.COMP. 91.6 90.2 91.6 90.4 90.6 90.9 90.4 90.9 90.3 91.8 92.5 91.2 90.1 90.4 91.9 90.7 93.0 90.1 90.5 91.9 92.6 90.5 91.7 92.1 90.6 90.8 92.9 91.7 91.0 92.8 90.7 90.1 94.7 FG = Finish Grade I SDI 1/26/04 1/26/04 SD2 SD3 1/26/04 SD4 2/2/04 SD5 2/2/04 SD6 2/2/04 SD7 2/2/04 SD8 2/9/04 SD9 2/9/04 SD10 2/9/04 Dli 2/25/04 1 12 2/25/04 13 2/25/04 SD14 2/25/04 STORM DRAIN Storm Drain "A" Storm Drain "A" Storm Drain "A" Storm Drain "A" Storm Drain "A" Storm Drain "A" Storm Drain "A" Storm Drain "A" Storm Drain "A" Storm Drain "A" Storm Drain "C" Storm Drain "C" Storm Drain "C" Storm Drain "C" 332.0 10.7 126.7 1D 95.6 336.0 11.3 124.9 10 94.2 339.0 9.8 125.4 1E 93.4 349.0 9.6 128.7 1 94.4 352.0 8.7 130.1 1 95.4 355.0 9.9 126.4 1E 94.1 358.0 10.4 128.8 1 94.4 329.5 9.7 127.5 1 93.5 332.0 10.4 130.8 1 95.9 335.0 8.8 126.1 1 92.4 315.5 15.2 102.1 5 91.2 317.5 14.3 104.8 5 93.6 319.5 14.1 103.4 5 92.3 321.5 13.6 103.8 5 92.7 PLATE NO. 5 JOB NAME: La Costa Town Center JOB NUMBER: 0411014-4 IN-PLACE DENSITY TESTS ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. 0. DATE LOCATION (percent) (p.c.f.) TYPE (percent) SD15 2/25/04 Storm Drain C" 323.5 15.2 102.9 5 91.9 SD16 3/12/04 Storm Drain "B" 296.0 12.7 108.4 4 91.9 SD17 3/12/04 Storm Drain "B" 298.0 9.4 106.7 4 90.4 SD18 3/12/04 Storm Drain "B' 300.0 10.6 110.3 4 93.5 SD19 3/12/04 Storm Drain "B" 302.0 11.9 107.9 4 91.4 SD20 3/18/04 Storm Drain "B" 301.0 13.1 109.0 4 92.4 SD21 3/18/04 Storm Drain "B" 303.0 11.0 108.4 4 91.9 5D22 3/19/04 Abandoned Storm Drain 380.0 8.0 121.7 2 94.0 5D23 3/19/04 Abandoned Storm Drain 377.0 7.9 122.4 2 94.5 MAXIMUM DENSITY AND OPTIMUM MOISTURE SUMMARY (ASTM D1557) . Soil Maximum Optimum Type Soil Description Density, Pc f Moisture, % 1 Reddish Brown Si1tySand 126.2 8.9 1A Reddish Brown Silty Sand with 5% Rock . 127.7 8.5 lB Reddish Brown Silty Sand with 10% Rock 129.3 8.1 1C Reddish Brown Silty Sand with 15% Rock 131.0 7.8 1D Reddish Brown Silty Sand with 20% Rock 132.6 7.4 1E Reddish Brown Silty Sand with 25% Rock 134.3 7.0 iF Reddish Brown Silty Sand with 30% Rock 136.4 6.6 2 Brown Silty Sand with rock 129.5 8.1 2A Brown Silty Sand with rock with 5%Rock 131.0 7.8 2B Brown Silty Sand with rock with 10% Rock 132.5° 7.4 .0 Brown Silty Sand with rock with 15% Rock 134.0 7.1 D Brown Silty Sand with rock with 20% Rock 135.6 6.7 2E Brown Silty Sand with rock with 25% Rock 137.2 6.4 2F Brown Silty Sand with rock with 30% Rock 139.1 6.0 3 Light Brown Silty Sand 120.5 7.3 4 Light Tan to White Silty Sand 118.0 12.0 5 Tan to Brown Silty Sand/Sandy Silt with Clay 112.0 11.0 6 Brown Silty Sand with Clay 121.8 9.5 7 Tan Clayey to Sandy Silt 103.8 19.0 EXPANSION SAMPLE EXPANSION EXPANSION TEST SAMPLE LOCATION INDEX POTENTIAL El SOuth Building 91 high E2 East Building 54 medium E3 South Building 84 medium E4 East Building 63 medium I . PLATE NO. 6 Typical Retaining Wall Subdrain Detail Not to Scale C S S S a a S aSS Miradrain 6000 1 or equivalent, Compacted 2/3 wall height Fill; O Floor Slab I --U Filter Fabric between rock and soil © Backcut ® Waterproof back of wall following architects specifications (J 4° minimum perforated pipe. SDR35 or equivalent, holes down, 1 % fall to outlet, top of pipe below top of slab, encased in 3/4° crushed rock. Provide 3 cubic feet per linear foot crushed rock minimum. Crushed rock to be surrounded by filter fabric (Mirafi 140N or equivalent), with 6° minimum overlap. Provide solid outlet pipe at suitable location. SOUTHERN CALIFORNIA LA COSTA TOWN CENTER 11ii SOIL & TESTING, INC. BY: MF DATE: 04-20-04 JOB NUMBER: 0411014-4 IPLATE NO.: 7