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EHD Program Facility Records by Street Name
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VIA NICOLO
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17950
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2900 - Site Mitigation Program
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PR0516772
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Entry Properties
Last modified
6/1/2020 12:35:35 PM
Creation date
6/1/2020 12:29:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516772
PE
2965
FACILITY_ID
FA0012793
FACILITY_NAME
MUSCO OLIVE LAND APP/TITLE 27
STREET_NUMBER
17950
Direction
W
STREET_NAME
VIA NICOLO
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
20911032
CURRENT_STATUS
01
SITE_LOCATION
17950 W VIA NICOLO RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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GRAIN SIZE DISTRIBUTION-TEST-DATA <br /> ---------Test-No__ 12 <br /> : <br /> ---------------------------------------- <br /> �ate5-17-01 <br /> Project No. : 01-145 <br /> roject: Musco Olive <br /> ---------------------------------------------- <br /> Sample Data <br /> ---------------------------------------------------------------- <br /> -------------- <br /> Location of Sample: 22090-TW2-5 <br /> ample Description: Pendiing <br /> SCS Class: - Liquid limit: - <br /> AASHTO Class: - Plasticity index: <br /> ------------------------------------ --- <br /> Notes --------------- <br /> Remarks: KLE Job #20-2594-03 .002 <br /> 'Fig_ No------------------------------------------------------------------------ <br /> Mechanical Analysis Data <br /> ---------------------- <br /> -------- ---- <br /> Initial <br /> Dry sample and tare= 91.80 <br /> tTare 0. 00 <br /> ry sample weight 91. 80 <br /> Tare for cumulative weight retained= 0 <br /> ' Sieve Cumul. Wt. Percent <br /> retained finer <br /> # 4 0. 00 100. 0 <br /> ' # 10 0.40 99 .6 <br /> # 16 1. 10 98 . 8 <br /> # 30 2 . 80 96.9 <br /> # 40 4 . 20 95.4 <br /> ' # 50 6. 60 92 .8 <br /> # 100 13 . 60 85. 2 <br /> # 200 22 .70 75. 3 <br /> --------------- <br /> ----------------------------- <br /> ------------------------------ <br /> ' Fractional Components <br /> ------------------------------------------------------------ <br /> Gravel/Sand based on #4 sieve <br /> ' Sand/Finesbased on #200 sieve <br /> 24 .7 <br /> $ + 3 in. 0. 0 $ GRAVEL = 0. 0 $ SAND = <br /> - <br /> $ FINES = 75. 3 <br /> D85= 0. 15 <br /> 1 <br />
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