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ARCHIVED REPORTS_2004_1
Environmental Health - Public
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2004_1
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Entry Properties
Last modified
7/18/2020 8:41:44 AM
Creation date
7/3/2020 10:49:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2004_1
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2004_1.tif
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EHD - Public
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Vector Engineering Inc. A TTERBERG LIMITS <br /> 12438 Lam Rk46 Grass Vaky,a&V-72-2440 <br /> LABORATORY SERWCES QC-Check Sheet <br /> ASTM 6 4318 <br /> Cod PYotecf IYa: Lab Saarola Na.: <br /> ZV�-c. , 0 J, 63 <br /> 8 - `r-2-6-v3 <br /> LIQUID LIMIT DETERMINATION <br /> TRIAL NOS. 1 2 3 4 5 <br /> Date / By <br /> Tare Number. T-3 / 7=3 o 7--32- T- 3 <br /> Wet mass so#&tare,g P- 1, 2.6 2-3, ,5-s, 20 U Z d. / <br /> Dry mass sal&tare, g 16. 39 17- p$ 16-. 3 <br /> Tare mass, g 2-. 36 2. 1 1 2,30% 2 . t <br /> Mass of water, g <br /> Mass of Y&soil, g12 ti <br /> WATER CONTENT% 3 y. 4,111 <br /> NUMBER of BLOWS f 3o ( `� <br /> Visual Description: <br /> PLASTIC LIMIT DETERMINATION RESULTS <br /> TRIAL NOS. 1 2 3 LIQUID LIMIT: <br /> Date / By <br /> Tare Number. T-r7 7 NVPJ) )(2- <br /> Wet <br /> 2Wet mass soil&tare, g ib, b F, /s /4' 6 Y <br /> Dry mass soil& tare, g l , L 1 M, (`YPLASTIC LIMIT- <br /> Tare mass, g 2. 14 5 2,2-® a,. y Z <br /> mass of water, g 2-To <br /> mass of Y&soil. G i W7 0 <br /> WATER CONTENT% Z K,:o PLASTIC INDEX. <br /> WATER CONTENT%, average 21 F 1 G <br /> LIQUID LIMIT FLOW CURVE <br /> 50 <br /> ................................:........ ................................. ......... <br /> ............ <br /> ................................. ...........:........ ............. .................. ...................... <br /> ..........__..... ................ . .. ........._............ . _. ...... ........................... ....._......._....._ .....:.. ................. <br /> ................. ...._................ <br /> .__..... .......... .... ... ...... _........ ... .. ................................_..; ...... .... ...... <br /> ....__..... . ...................... <br /> 40 <br /> .... ... ... <br /> Z _.... . ..... .. ... . .. . _. <br /> 830 - <br /> 20 <br /> 3020 <br /> . .. .. ......................... .... . .. . .............. .................... .............................. .......... .... .:..................................... .............. ... <br /> 10 <br /> 1 10 100 <br /> NUMBER OF BLOWS <br /> These resu fs apply only to the above fisted samples. The data arhd Wwrhatim aro proprietary and can not be relaeased vwftA auBhalzatim of Vector t7hghheertng hho. <br /> 8y accepting the data and results represeited an this page,died agrees to amt the liability of Vector Engineering.hr-from aw and at other parties dame arising out of the use of <br /> tae data to tl»coed for the rospectve WAS)represented Thera.and Client agrees to Ind—*arhd hold harniess Vector Iron arhd agMnst all Maga kh acess of to albrerriervilmed WTtL <br /> L:Labexcef 1 Projects 1191 14V41aseads Print Date. Entered By. Rev.Br. LSN.' <br /> DCN: Pt-qc(rev.02102101) 0405W <br />
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