My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2006_23
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
Archived Reports
>
ARCHIVED REPORTS_2006_23
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:24 PM
Creation date
7/3/2020 10:51:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_23
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_2006_23.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.
/
762
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
Vector Engineering Ince / /DENSITY Ri.rLA ■ IOI SHIPS <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 (530)2772-2448 <br /> LABORATORY SERVICE'S TEST REPORT <br /> ASTM D- 1557 <br /> Client Project No.: Lab Log No.: <br /> Allied Waste 02.1605.07 SGP-5 <br /> ectName: sport Date: <br /> Forward WMU FU-06 June 7, 2006 <br /> 140 <br /> 135 <br /> 130 <br /> 100% Saturation Curve <br /> Specific Gravity app. 2.7 <br /> v 125 <br /> Q <br /> w <br /> y <br /> 120 <br /> O <br /> OZ' <br /> 115 <br /> 110 <br /> 105 <br /> 100 <br /> 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 <br /> Water Content, % <br /> -6 Lab Sample Description Maximum Optimum Water <br /> ET No. Identification Dry Density Content <br /> U) pcf kg/m' % <br /> ■ Subgrade Proctor <br /> SGP-5 SGP-5 It rd-brn si sdy clys 115.5 1.85 14.9 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> ■ SGP-5 with 0 Percent+3/4"Gravel,the maximum Dry Density - 115.5 14.9 <br /> Note: The test was conducted as method A with percent retained on the no.4 sieve(minus 3/4") <br /> These results apply only to the above listed samples.The data and information are proprietary and can not be released without authorization of Vector Engineering Inc. <br /> By accepting the data and results represented on this page,client agrees to limit the liability of Vector Engineering,Inc.from Client and all other parties claims arising out of the use of <br /> this data to the cost for the respective test(s)represented here,and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br /> L:Labexcel I Projects 12002102.1601 SGP-5-cmp.xls Test By: Enter By: Ck. By: <br /> DCN:CMP-rp (rev.3119/02) mis mis <br />
The URL can be used to link to this page
Your browser does not support the video tag.