My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HAMMER
>
1744
>
2900 - Site Mitigation Program
>
PR0542458
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2026 12:59:37 PM
Creation date
1/26/2026 12:56:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0542458
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0024399
FACILITY_NAME
PARKWOODS CLEANERS
STREET_NUMBER
1744
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
07728032
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
1744 W HAMMER LN STOCKTON 95209
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
159
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
• coarse gravel: 19 - 75 mm; <br /> • fine gravel: 4.75 - 19 mm; <br /> • coarse sand: 2.0 - 4.75 mm; <br /> • medium sand: 0.425 - 2.0 mm; <br /> • fine sand: 0.075 - 0.425 mm; <br /> • silt: 0.002 - 0.075 mm; or <br /> • clay: <0.002 mm. <br /> 3.4.5 Plasticity <br /> Plasticity is the property of sediment that allows it to deform in a fluid-like manner when <br /> stressed. Plasticity is divided in the USCS classification as high plasticity (H) or low <br /> plasticity (L). Only fine grained sediments demonstrate plasticity, with clays generally <br /> being more plastic than silts. Plasticity is best measured through laboratory testing of <br /> sediment Atterberg Limits. However,the following are several useful tests for estimating <br /> plasticity in the field: <br /> • Dry strength test — Water is added to a pat of soil until it is the consistency of <br /> putty and can be formed into a cube of approximately %2-cubic inch. The soil will <br /> be allowed to dry completely in the sun. The dry strength is estimated by the <br /> difficulty of breaking the dried cube of sediment. Dry strength increases with <br /> plasticity, therefore highly plastic sediment (clay)will be more difficult to break, <br /> and less plastic sediment (silt and fine sands) will be less difficult to break. <br /> • Dilatancy test—Water is added to a pat of soil until it is the consistency of putty <br /> and is about %2-cubic inch in volume. Place the sediment in the open palm of the <br /> hand and shake horizontally,tapping fingers of the other hand on to the palm next <br /> to the sediment. The appearance or lack of water on the surface, and the speed of <br /> the reaction should be noted. Next, squeeze the sediment and observe if this <br /> causes the water to disappear from the surface and the sample to stiffen and <br /> eventually crack or crumble. The rapidity of the appearance of water on the <br /> surface during shaking and disappearance of water while squeezing indicates low <br /> plasticity, while water will not rise to the surface of high plasticity sediment. <br /> • Toughness test—Water is added to a pat of soil until it is the consistency of putty <br /> and is about 1/2-cubic inch in volume. The sample is rolled in the palm so that it <br /> forms a thread and is rolled until it falls apart. If the thread is less than 1/8-inch <br /> 9 <br />
The URL can be used to link to this page
Your browser does not support the video tag.