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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
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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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Leighton <br />Project Name: <br />Project No.: <br />Boring No.: <br />Sample No.: <br />Soil Identification: <br />MODIFIED PROCTOR COMPACTION TEST <br />ASTM D 1557 <br />Kimley-Horn MainPlace <br />12126.001 <br />LB-5 <br />Bulk-1 <br />Dark brown silty clayey sand (SC-SM) <br />Tested By: S. Dansby <br />Input By: G. Bathala <br />Depth (ft.): 0-5 <br />Date: 12/18/18 <br />Date: 12/31/18 <br />Preparation Method: N <br />Moist N <br />Mechanical Ram <br />Dry Manual Ram <br />Mold Volume (ft3) 0.03320 Ram Weight = 10 lb.; Drop = 18 in. <br />TEST NO. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />Wt. Compacted Soil + Mold (g) <br />3812 <br />3936 <br />3946 <br />3854 <br />Weight of Mold (g) <br />1830 <br />1830 <br />1830 <br />1830 <br />Net Weight of Soil <br />1982 <br />2106 <br />2116 <br />2024 <br />Wet Weight of Soil + Cont. (g) <br />579.5 <br />498.2 <br />520.7 <br />441.4 <br />Dry Weight of Soil + Cont. (g) <br />549.4 <br />461.8 <br />471.4 <br />391.3 <br />Weight of Container <br />39.6 <br />39.5 <br />39.2 <br />39.0 <br />Moisture Content (%) <br />5.90 <br />8.62 <br />11.41 <br />14.22 <br />Wet Density (pcf) <br />131.6 <br />139.8 <br />140.5 <br />134.4 <br />Dry Density (pcf) <br />124.3 <br />128.7 <br />126.1 <br />117.7 <br />Maximum Dry Density (pcf) 128.8 Optimum Moisture Content (%) 9.0 <br />PROCEDURE USED <br />® Procedure A <br />Soil Passing No. 4 (4.75 mm) Sieve <br />Mold : 4 in. (101.6 mm) diameter <br />Layers : 5 (Five) <br />Blows per layer : 25 (twenty-five) <br />May be used if +#4 is 20% or less <br />135.0 <br />1911XIA <br />❑ Procedure B <br />Soil Passing 3/8 in. (9.5 mm) Sieve <br />_ <br />Mold : 4 in. (101.6 mm) diameter <br />45 <br />Layers : 5 (Five) <br />CL <br />Blows per layer : 25 (twenty-five) <br />Use if +#4 is >20% and +3/8 in. is <br />7125.0 <br />20% or less <br />N <br />0 <br />❑ Procedure C <br />0 <br />Soil Passing 3/4 in. (19.0 mm) Sieve <br />Mold : 6 in. (152.4 mm) diameter <br />Layers : 5 (Five) <br />Blows per layer : 56 (fifty-six) <br />120.0 <br />Use if +3/8 in. is >20% and +3/4 in. <br />is <30% <br />Particle -Size Distribution: <br />Atterbe <br />115.0 4- <br />0.0 <br />SP. GR. = 2.65 <br />SP. GR. = 2.70 <br />SP. GR. = 2.75 <br />5.0 10.0 15.0 <br />Moisture Content (%) <br />01110 <br />MX LBS, Bulk I @ 05 xls <br />
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