My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011284
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
F
>
FREMONT
>
2050
>
3500 - Local Oversight Program
>
PR0543791
>
ARCHIVED REPORTS XR0011284
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/1/2018 6:23:03 AM
Creation date
9/28/2018 5:05:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0011284
FileName_PostFix
XR0011284
RECORD_ID
PR0543791
PE
3526
FACILITY_ID
FA0003592
FACILITY_NAME
Aries Tek, LLC
STREET_NUMBER
2050
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
St
City
Stockton
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2050 E Fremont St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
192
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
oil behavior type and ed on data from UBC-1983 <br /> VBi 1n-situ iiesting <br /> Operator: TIM d'ARCY CPT Date/Time: 11-13-01 09:18 <br /> Sounding: 01W398 Location: CPT-1 <br /> Cone Used: H0752TC U2 Job Number. 01-2085-04 <br /> Friction Ratio Local Friction Tip Resistance Pore Pressure Diff PP Ratio Soil Behavior Type" <br /> Fs/Qt(%) Fs(Ton/ft"2) Qt(Tonlft"2) Pw(psi) (PW-Ph)/Qt(%) Zone:UBC-1983 <br /> 0.0 10.0 0.0 12.0 0.0 500.0 -10.0 80.0 -1.0 8.0 0.0 12.0 <br /> 0.00 <br /> I I I <br /> I <br /> I <br /> I <br /> I iE <br /> 10.00 I I .' ...'_F._� _ ' ._.._._....._.i.. 3_.._i._ { <br /> s <br /> 1 � ! E <br /> I ' <br /> -._ -' <br /> 20.00 z ;..._,.......;....... <br /> i.... <br /> i <br /> ! <br /> � IIII I I E E 3 I E I i I i i i I I i i I 1 <br /> 30.00 '-..j._.t. <br /> 3 1 1 3 14 I I I <br /> I II <br /> ! E I <br /> Depth <br /> (ft) <br /> 40.00 - <br /> g 1 I <br /> ... . <br /> : <br /> 50.00 ..j.__I -! ; q <br /> —.L...`.__... E : : I ...L.._ 'j" j !- --k i : E 1 3 ...` # !i Nya 5:3 <br /> E I E I I i _,I- ..`. ._.. I .I.. _.I S Iii <br /> ._I.. I <br /> E E I <br /> fy1K <br /> #5 <br /> . i <br /> ! <br /> i <br /> f 60.00 ! <br /> ��c a <br /> - ± <br /> f 3 1 ! 3 1 I I 3 i i <br /> I ! <br /> ....I 1 E { ! I f E <br /> �" <br /> SI�F'4�}TI1�1 1 1 i <br /> '1,':.i�ii��'�lal dill i E <br /> ill I Ii ! I i I i I i I 1 i E i I,ii l i I i I <br /> 70.00 <br /> Maximum Depth=66.44 feet Depth Increment=0.16 feet <br /> 1 sensitive fine grained 24 silty clay to clay ®7 silty sand to sandy silt ",,1110 gravelly sand to sand <br /> S2 organic material ®5 clayey silt to silty clay V 8 sand to sitty sand ; 11 very stiff fine grained{') <br /> 3 clay ®6 sandy silt to clayey silt 'r 9 sand ®12 sand to clayey sand{*) <br /> i <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.