625 S Cypress Ave - Plan - Laserfiche WebLink

Home Browse Search

MCE EARTHQUAKE INFORMATION: Earthquake Magnitude:7.30 Boring ID:B1 Peak Horiz. Acceleration (g):0.651 1.0 1.0 0.5 116.5 0.03 0.02 0.012 1.25 44.8 1.7 14.2 1.0 151.1 1.60E-04 0.016 2.42E-02 13.3 2.29E-02 0.01 2.0 1.0 1.5 116.5 0.09 0.06 0.037 1.25 44.8 1.7 14.2 1.0 261.8 2.30E-04 0.023 3.47E-02 13.3 3.30E-02 0.01 3.0 1.0 2.5 116.5 0.15 0.10 0.062 1.25 44.8 1.7 14.2 1.0 337.9 2.30E-04 0.023 3.47E-02 13.3 3.30E-02 0.01 4.0 1.0 3.5 116.5 0.20 0.14 0.086 1.25 37.9 1.7 11.9 1.0 377.0 8.10E-04 0.081 1.51E-01 13.3 1.43E-01 0.03 5.0 1.0 4.5 116.5 0.26 0.18 0.111 1.25 37.9 1.7 11.9 1.0 427.5 8.10E-04 0.081 1.51E-01 13.3 1.43E-01 0.03 6.0 1.0 5.5 116.5 0.32 0.21 0.135 1.25 37.9 1.7 11.9 1.0 472.6 4.50E-04 0.045 8.40E-02 13.3 7.97E-02 0.02 7.0 1.0 6.5 116.5 0.38 0.25 0.160 1.25 37.9 1.7 11.7 1.0 511.5 4.50E-04 0.045 8.54E-02 13.3 8.10E-02 0.02 8.0 1.0 7.5 125.2 0.44 0.29 0.185 1.25 61.5 1.5 23.7 1.0 696.7 4.50E-04 0.045 3.66E-02 13.3 3.48E-02 0.01 9.0 1.0 8.5 125.2 0.50 0.34 0.211 1.25 61.5 1.4 22.5 1.0 731.9 4.50E-04 0.045 3.90E-02 13.3 3.70E-02 0.01 10.0 1.0 9.5 125.2 0.56 0.38 0.237 1.25 48.1 1.4 16.0 1.0 692.8 4.50E-04 0.045 5.87E-02 13.3 5.57E-02 0.01 11.0 1.0 10.5 125.2 0.63 0.42 0.262 1.25 48.1 1.3 15.5 1.0 721.5 1.00E-03 0.100 1.36E-01 13.3 1.29E-01 0.03 12.0 1.0 11.5 125.2 0.69 0.46 0.288 1.25 48.1 1.2 8.3 1.0 615.2 1.00E-03 0.100 2.87E-01 13.3 2.72E-01 0.07 13.5 1.5 12.8 125.7 0.77 0.51 0.320 1.25 71.6 1.2 28.6 1.0 980.6 3.70E-04 0.037 2.41E-02 13.3 2.28E-02 0.01 14.0 0.5 13.8 132.3 0.83 0.56 0.345 1.25 64.6 1.1 26.6 1.0 995.4 3.70E-04 0.037 2.63E-02 13.3 2.50E-02 0.00 15.0 1.0 14.5 132.3 0.88 0.59 0.365 1.25 64.6 1.1 25.5 1.0 1011.2 3.70E-04 0.037 2.76E-02 13.3 2.62E-02 0.01 16.0 1.0 15.5 132.3 0.95 0.63 0.391 1.25 64.6 1.0 24.8 1.0 1038.4 3.70E-04 0.037 2.86E-02 13.3 2.71E-02 0.01 17.0 1.0 16.5 132.3 1.01 0.68 0.417 1.25 64.6 1.0 24.1 1.0 1064.5 3.70E-04 0.037 2.95E-02 13.3 2.80E-02 0.01 18.0 1.0 17.5 132.3 1.08 0.72 0.443 1.25 81.7 1.0 40.2 1.0 1301.7 3.70E-04 0.037 1.60E-02 13.3 1.52E-02 0.00 19.0 1.0 18.5 132.3 1.15 0.77 0.469 1.25 81.7 1.0 39.1 1.0 1329.5 3.70E-04 0.037 1.65E-02 13.3 1.57E-02 0.00 20.0 1.0 19.5 132.3 1.21 0.81 0.494 1.25 70.1 0.9 31.9 1.0 1277.3 3.70E-04 0.037 2.11E-02 13.3 2.00E-02 0.00 21.0 1.0 20.5 132.3 1.28 0.86 0.519 1.25 70.1 0.9 31.2 1.0 1302.0 3.70E-04 0.037 2.17E-02 13.3 2.06E-02 0.00 22.0 1.0 21.5 132.3 1.34 0.90 0.544 1.25 70.1 0.9 30.5 1.0 1325.9 3.70E-04 0.037 2.23E-02 13.3 2.11E-02 0.01 23.0 1.0 22.5 120.5 1.41 0.94 0.567 1.25 70.8 0.9 33.9 0.9 1405.2 3.70E-04 0.037 1.96E-02 13.3 1.86E-02 0.00 24.0 1.0 23.5 120.5 1.47 0.98 0.588 1.25 70.8 0.8 33.3 0.9 1426.4 3.70E-04 0.037 2.00E-02 13.3 1.90E-02 0.00 25.0 1.0 24.5 120.5 1.53 1.02 0.610 1.25 61.8 0.8 27.7 0.9 1368.9 5.20E-04 0.052 3.51E-02 13.3 3.33E-02 0.01 26.0 1.0 25.5 120.5 1.59 1.06 0.631 1.25 61.8 0.8 27.3 0.9 1388.3 5.20E-04 0.052 3.58E-02 13.3 3.40E-02 0.01 27.0 1.0 26.5 120.5 1.65 1.10 0.652 1.25 61.8 0.8 26.9 0.9 1407.2 5.20E-04 0.052 3.65E-02 13.3 3.46E-02 0.01 28.0 1.0 27.5 119.5 1.71 1.14 0.672 1.25 70.0 0.8 35.4 0.9 1570.7 3.00E-04 0.030 1.51E-02 13.3 1.43E-02 0.00 29.0 1.0 28.5 119.5 1.77 1.18 0.692 1.25 70.0 0.8 34.9 0.9 1590.1 3.00E-04 0.030 1.54E-02 13.3 1.46E-02 0.00 30.0 1.0 29.5 119.5 1.83 1.22 0.711 1.25 48.5 0.8 20.0 0.9 1341.7 5.20E-04 0.052 5.21E-02 13.3 4.95E-02 0.01 31.0 1.0 30.5 119.5 1.89 1.26 0.731 1.25 48.5 0.7 19.7 0.9 1358.0 5.20E-04 0.052 5.29E-02 13.3 5.02E-02 0.01 32.0 1.0 31.5 119.5 1.95 1.30 0.750 1.25 48.5 0.7 19.5 0.9 1374.0 5.20E-04 0.052 5.36E-02 13.3 5.09E-02 0.01 33.0 1.0 32.5 112.7 2.01 1.34 0.767 1.25 49.1 0.7 20.6 0.9 1419.8 5.20E-04 0.052 5.02E-02 13.3 4.77E-02 0.01 34.0 1.0 33.5 112.7 2.06 1.38 0.784 1.25 49.1 0.7 20.4 0.9 1434.6 5.20E-04 0.052 5.09E-02 13.3 4.83E-02 0.01 35.0 1.0 34.5 112.7 2.12 1.42 0.801 1.25 49.1 0.7 20.2 0.9 1449.2 5.20E-04 0.052 5.15E-02 13.3 4.89E-02 0.01 36.0 1.0 35.5 128.3 2.18 1.46 0.819 1.25 0.7 13.7 0.9 1292.7 5.20E-04 0.052 8.17E-02 13.3 7.75E-02 0.00 37.0 1.0 36.5 128.3 2.24 1.50 0.837 1.25 0.7 13.6 0.9 1307.6 5.20E-04 0.052 8.26E-02 13.3 7.84E-02 0.00 38.0 1.0 37.5 128.3 2.31 1.55 0.856 1.25 0.7 24.4 0.9 1611.0 5.20E-04 0.052 4.10E-02 13.3 3.89E-02 0.00 39.0 1.0 38.5 128.3 2.37 1.59 0.874 1.25 0.7 24.1 0.9 1627.3 5.20E-04 0.052 4.16E-02 13.3 3.94E-02 0.00 40.0 1.0 39.5 128.3 2.43 1.63 0.891 1.25 0.7 16.8 0.9 1461.7 5.20E-04 0.052 6.42E-02 13.3 6.09E-02 0.00 41.0 1.0 40.5 128.3 2.50 1.67 0.908 1.25 0.6 16.6 0.8 1476.3 5.20E-04 0.052 6.49E-02 13.3 6.16E-02 0.00 42.0 1.0 41.5 128.3 2.56 1.72 0.925 1.25 0.6 16.5 0.8 1490.8 5.20E-04 0.052 6.56E-02 13.3 6.22E-02 0.00 43.0 1.0 42.5 142.9 2.63 1.76 0.943 1.25 0.6 26.5 0.8 1770.1 5.20E-04 0.052 3.70E-02 13.3 3.51E-02 0.00 44.0 1.0 43.5 142.9 2.70 1.81 0.962 1.25 0.6 26.3 0.8 1787.5 5.20E-04 0.052 3.75E-02 13.3 3.56E-02 0.00 45.0 1.0 44.5 142.9 2.77 1.86 0.980 1.25 0.6 26.0 0.8 1804.7 5.20E-04 0.052 3.80E-02 13.3 3.60E-02 0.00 46.0 1.0 45.5 142.9 2.85 1.91 0.997 1.25 49.3 0.6 20.3 0.8 1682.5 5.20E-04 0.052 5.12E-02 13.3 4.86E-02 0.00 47.0 1.0 46.5 142.9 2.92 1.95 1.015 1.25 49.3 0.6 20.1 0.8 1698.2 5.20E-04 0.052 5.18E-02 13.3 4.91E-02 0.00 48.0 1.0 47.5 127.5 2.98 2.00 1.030 1.25 0.6 12.5 0.8 1464.9 5.20E-04 0.052 9.18E-02 13.3 8.71E-02 0.00 49.0 1.0 48.5 127.5 3.05 2.04 1.044 1.25 0.6 12.4 0.8 1477.4 1.00E-02 1.000 1.78E+00 13.3 1.69E+00 0.00 50.0 1.0 49.5 127.5 3.11 2.08 1.058 1.25 0.6 12.3 0.8 1490.4 1.00E-02 1.000 1.79E+00 13.3 1.70E+00 0.00 51.0 1.0 50.5 127.5 3.18 2.13 1.071 1.25 0.6 8.1 0.7 1310.4 1.00E-02 1.000 2.95E+00 13.3 2.80E+00 0.00 52.0 1.0 51.5 127.5 3.24 2.17 1.083 1.25 0.6 8.1 0.7 1322.6 1.00E-02 1.000 2.96E+00 13.3 2.81E+00 0.00 53.0 1.0 52.5 127.5 3.30 2.21 1.096 1.25 0.6 8.1 0.7 1334.7 1.00E-02 1.000 2.96E+00 13.3 2.81E+00 0.00 54.0 1.0 53.5 127.5 3.37 2.26 1.108 1.25 0.6 8.1 0.7 1346.6 1.00E-02 1.000 2.97E+00 13.3 2.82E+00 0.00 55.0 1.0 54.5 127.5 3.43 2.30 1.119 1.25 0.6 14.2 0.7 1639.7 1.00E-02 1.000 1.51E+00 13.3 1.43E+00 0.00 56.0 1.0 55.5 127.5 3.49 2.34 1.130 1.25 0.6 14.1 0.7 1653.1 1.00E-02 1.000 1.52E+00 13.3 1.44E+00 0.00 57.0 1.0 56.5 127.5 3.56 2.38 1.141 1.25 0.6 14.1 0.7 1666.4 1.00E-02 1.000 1.52E+00 13.3 1.45E+00 0.00 58.0 1.0 57.5 127.5 3.62 2.43 1.152 1.25 0.6 14.0 0.7 1679.5 1.00E-02 1.000 1.53E+00 13.3 1.45E+00 0.00 59.0 1.0 58.5 127.5 3.69 2.47 1.162 1.25 0.6 14.0 0.7 1692.5 1.00E-02 1.000 1.54E+00 13.3 1.46E+00 0.00 60.0 1.0 59.5 127.5 3.75 2.51 1.172 1.25 0.6 13.9 0.7 1705.3 1.00E-02 1.000 1.54E+00 13.3 1.46E+00 0.00 61.0 1.0 60.5 127.5 3.81 2.55 1.181 1.25 0.5 12.9 0.7 1676.2 1.00E-02 1.000 1.69E+00 13.3 1.60E+00 0.00 REFERENCE: TECHNICAL ENGINEERING AND DESIGN GUIDES AS ADAPTED FROM THE US ARMY CORPS OF ENGINEERS, NO. 9 ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CALIFORNIA, 92614 PHONE: 949-491-6570 APRIL 2024 PROJECT NO. W1895-88-01 FIG. 18 625 CYPRESS AVE SANTA ANA, CALIFORNIA EVALUATION OF EARTHQUAKE-INDUCED SETTLEMENTS IN DRY SANDY SOILS MAXIMUM CONSIDERED EARTHQUAKE 9 9 9 7 7 7 3 3 4 4 4 3 3 6 6 15 13 13 3 3 9 9 6 18 14 14 16 16 10 10 10 3 3 16 16 DRAFTED BY: ACS Pressure at Mid- point (tsf) CHECKED BY: JTA Depth of Base of Strate (ft) Thickness of Layer (ft)point of Layer (ft) Soil Unit Weight (pcf)Pressure at Mid- point (tsf) Shear Stress [Tav] Correction Factor [Cer] Relative Density [Dr] (%) Correction Factor [Cn]Field SPT [N]Settlement [S] (inches) Corrected [N1]60 rd Factor Mod. [Gmax] (tsf) yeff Shear Strain [yeff]*100%M7.5 [E15} (%) Number of Strain Cycles [Nc] Corrected Vol. Strains [Ec] [yeff]*[Geff] [Gmax]