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2019-040 - Mainplace Mall Transformation
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2019-040 - Mainplace Mall Transformation
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Last modified
6/20/2019 10:01:52 AM
Creation date
6/20/2019 8:39:53 AM
Metadata
Fields
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City Clerk
Doc Type
Resolution
Doc #
2019-040
Date
6/4/2019
Destruction Year
P
Document Relationships
2019-041 - Approving Tentative Parcel Map No. 2018-01
(Amended By)
Path:
\Resolutions\CITY COUNCIL\2011 -\2019
NS-2967 - Approving Development Agreement No. 2018-02 Between City of Santa Ana and Mainplace ShoppingTown, LLC for Mainplace Mall Transformation Project
(Amended By)
Path:
\Ordinances\2011 - 2020 (NS-2813 - NS-3000)\2019 (NS-2963 - NS-2978)
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LB-1.sum <br />LIQUEFACTION ANALYSIS SUMMARY <br />Copyright by CivilTech Software <br />www.civiltechsoftware.com <br />Font: Courier New, Regular, Size 8 is recommended for this report. <br />Licensed to , 11/19/2018 2:22 :12 PM <br />Input File Name: P:\INFOCUS PROJECTSX12001-1250OX12126 Kimley-Horn Main <br />Place\001/Analyses\Liquefaction Analysis\LiquefyPro\11-19-18\LB-l.liq <br />Title: 12126.001 Kimley-Horn MainPlace <br />Subtitle: LB-1 <br />Surface Elev.-149 <br />Hole No. -LB-1 <br />Depth of Hole- 51.50 ft <br />water Table during Earthquake- 30. 00 ft <br />water Table during In -Situ Testing- 80.00 ft <br />Max. Acceleration- 0.54 g <br />Earthquake Magnitude- 7.00 <br />Input Data: <br />Surface Elev.-149 <br />Hole No. -LB-1 <br />Depth of Hole=51.50 ft <br />water Table during Earthquake- 30. 00 ft <br />water Table during In -Situ Testing- 80.00 ft <br />Max. Acceleration-0.54 g <br />Earthquake Magnitude-7.00 <br />1. SPT or BPT Calculation. <br />2. Settlement Analysis Method: Tokimatsu, M-correction <br />3. Fines Correction for Liquefaction: Idri ss/Seed <br />4. Fine Correction for Settlement: During Liquefaction* <br />5. Settlement Calculation in: All zones* <br />6. Hammer Energy Ratio, Ce - 1.38 <br />]. Borehole Diameter, Cb= 1 <br />S. Sampling Method, Cs- 1.2 <br />9. User request factor of safety (apply to CSR) , User- 1 <br />Plot one CSR curve (fsl=User) <br />10. Use Curve Smoothing: Yes* <br />* Recommended Options <br />In -Situ Test Data: <br />Depth SPT gamma Fines <br />ft pcf % <br />0.00 7.00 120.00 12.00 <br />7.50 12.00 120. 00 12.00 <br />10.00 8.00 120. 00 12.00 <br />12.50 24.00 120. 00 12.00 <br />15.00 18.00 120.00 5.00 <br />17.50 11.00 120.00 5.00 <br />20.00 17.00 120. 00 5.00 <br />22.50 40.00 120.00 5.00 <br />25.00 50.00 120.00 5.00 <br />27.50 50.00 120. 00 5.00 <br />Page <br />Le-1. <br />sum <br />30.00 <br />11.00 <br />120.00 <br />5.00 <br />32. 50 <br />6.00 <br />120.00 <br />20. 00 <br />35.00 <br />41.00 <br />120.00 <br />15.00 <br />37.50 <br />56.00 <br />120.00 <br />15.00 <br />40. 00 <br />50. <br />00 <br />120.00 <br />5.00 <br />42. 50 <br />83. <br />00 <br />120.00 <br />5.00 <br />45.00 <br />50.00 <br />120.00 <br />5.00 <br />47.50 <br />61.00 <br />120.00 <br />5.00 <br />50. 00 <br />50. <br />00 <br />120.00 <br />5.00 <br />Output Results: <br />Settlement of Saturated Sands-0.82 in. <br />Settlement of Unsaturated Sands-0.33 in. <br />Total Settlement of Saturated and Unsaturated Sands-1.15 in. <br />Differential Settlement=0.5]] to 0.762 in. <br />Depth CRRm CSRfs F.S. S-sat. S_dry Sall <br />ft in. in. in. <br />0.00 <br />0.22 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.05 <br />0.22 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.10 <br />0.22 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.15 <br />0.22 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.20 <br />0.22 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.25 <br />0.22 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.30 <br />0.22 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.35 <br />0.22 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.40 <br />0.22 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.45 <br />0.22 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.50 <br />0.23 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.55 <br />0.23 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.60 <br />0.23 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.65 <br />0.23 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.70 <br />0.23 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.75 <br />0.23 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.80 <br />0.23 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.85 <br />0.23 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.90 <br />0.23 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />0.95 <br />0.23 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.00 <br />0.23 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.05 <br />0.24 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.10 <br />0.24 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.15 <br />0.24 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.20 <br />0.24 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.25 <br />0.24 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.30 <br />0.24 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.35 <br />0.24 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.40 <br />0.24 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.45 <br />0.24 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.50 <br />0.24 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.55 <br />0.25 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.60 <br />0.25 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.65 <br />0.25 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.70 <br />0.25 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.75 <br />0.25 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.80 <br />0.25 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.85 <br />0.25 <br />0.35 <br />5.00 <br />0.82 <br />0.33 <br />1.15 <br />1.90 <br />0.25 <br />0.35 <br />5.00 <br />0.82 <br />0.32 <br />1.15 <br />1.95 <br />0.25 <br />0.35 <br />5.00 <br />0.82 <br />0.32 <br />1.15 <br />2.00 <br />0.25 <br />0.35 <br />5.00 <br />0.82 <br />0.32 <br />1.15 <br />2.05 <br />0.25 <br />0.35 <br />5.00 <br />0.82 <br />0.32 <br />1.15 <br />2.10 <br />0.26 <br />0.35 <br />5.00 <br />0.82 <br />0.32 <br />1.15 <br />Page 2 <br />
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