My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2013_3
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
Archived Reports
>
ARCHIVED REPORTS_2013_3
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:57:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_3
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_2013_3.tif
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
748
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
Geo -Loi <br />gc <br />A S S O C 1 A T E S V <br />• Client: <br />REPUBLIC SERVICES <br />• <br />• <br />FORWARD LF WMU FU -13 <br />10 <br />20 <br />30 <br />a 40 <br />c <br />50 <br />U <br />ti 60 <br />70 <br />80 <br />90 <br />100 <br />PARTICLE SIZE ANALYSIS <br />Test Report <br />ASTM D-422 / D-6913 <br />2013.A055 <br />US SIEVE SIZE, INCHES I US STANDARD SIEVE SIZE No. I <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />HYDROMETER <br />aampie rvu. <br />3522A <br />2eport Date: <br />'J-1' Lu 10 <br />- i <br />100 <br />90 <br />80 <br />70 <br />60 <br />c <br />co <br />co <br />50 R <br />a� <br />N <br />40 Cl - <br />30 <br />20 <br />10 <br />0 <br />1000.00 100.00 10.00 1.00 U.10 u.u, �. 0 <br />Particle Diameter, mm <br />Size Passing, mm D60 = N/A D30 = N/A U10 = N/A <br />Coefficient of Curvature, C.: N/A Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.11 <br />Note: ' Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <br />is testing is based upon accepted industry practice as weg as the test m etod listed. These results appy only to the camph <br />supplied and tested for the above referenced job <br />L : Labexcel 1 Projects 1 Client 1 Client Name 1 3522 1 3522A -ma Print Date: Entered y. Reviewed By. LSN. <br />DCN: MA-rp (rev. 6/27/12) 06/03/13 JL MD 3522A <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />) <br />A <br />FCB -0521-S1 <br />Brown Lean Clay (CL) <br />0.0 <br />11.4 <br />88.6 <br />Size Passing, mm D60 = N/A D30 = N/A U10 = N/A <br />Coefficient of Curvature, C.: N/A Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.11 <br />Note: ' Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <br />is testing is based upon accepted industry practice as weg as the test m etod listed. These results appy only to the camph <br />supplied and tested for the above referenced job <br />L : Labexcel 1 Projects 1 Client 1 Client Name 1 3522 1 3522A -ma Print Date: Entered y. Reviewed By. LSN. <br />DCN: MA-rp (rev. 6/27/12) 06/03/13 JL MD 3522A <br />
The URL can be used to link to this page
Your browser does not support the video tag.