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
ASTM D-2216 Laboratory determination of water (moisture) content of soil, rock, <br />and soil -aggregate mixtures <br />ASTM D-2434 Test method for permeability of porous granular material <br />ASTM D-4318 Atterberg Limits <br />ASTM D-1140 Amount of material in soils finer than the No. 200 sieve <br />ASTM D-2487 Classification of soils for engineering purposes <br />ASTM D-2488 Description and identification of soils (visual -manual procedure) <br />ASTM D-2937 Density of soils by drive cylinder method <br />ASTM D-5321 Direct Shear Testing of Soil to Geosynthetics <br />3.2.2 Test Frequencies <br />The testing program is divided into material control and acceptance tests. Material control tests are <br />performed before construction to check that the materials proposed for use will comply with the <br />Specifications. Control tests are performed by the Contractor for material to be supplied by the <br />Contractor and by the QA/QC Consultant for materials that are to be supplied by the Owner. <br />Acceptance tests are performed and/or supervised by the QA/QC Consultant throughout construction <br />to verify that the components are constructed in compliance with the Construction Drawings and <br />Specifications. <br />Tables 3-1 through 3-9 establish the control and acceptance test frequencies for earthwork. The test <br />frequencies listed establish a minimum number of required tests. Extra testing must be conducted <br />whenever work or materials are suspect, marginal, or of poor quality. Extra testing may also be <br />performed to provide additional data for engineering evaluation. Any re -tests performed as a result <br />of a failing test do not contribute to the total number of tests performed in satisfying the minimum <br />test frequency. <br />0 Page 13 <br />
The URL can be used to link to this page
Your browser does not support the video tag.