My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0005696
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
N
>
99 (STATE ROUTE 99)
>
11396
>
3500 - Local Oversight Program
>
PR0545624
>
ARCHIVED REPORTS_XR0005696
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 1:50:31 PM
Creation date
4/29/2020 1:10:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005696
RECORD_ID
PR0545624
PE
3528
FACILITY_ID
FA0003786
FACILITY_NAME
T&T TRUCKING INC
STREET_NUMBER
11396
Direction
N
STREET_NAME
STATE ROUTE 99
STREET_TYPE
RD
City
LODI
Zip
95240
APN
05926010
CURRENT_STATUS
02
SITE_LOCATION
11396 N HWY 99 RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sballwahn
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.
/
239
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
GRAIN SIZE DISTRIBUTION TEST DATA <br /> ent: Brown and Caldwell <br /> ect T & T Trucking <br /> ct Number 58708-06--01 <br /> Sample Data <br /> Source: 58708-06-01 <br /> ple No. : CPT-1-10 . 5 <br /> v or Depth: 10 . 5 ' Sample Length (in. /cm. ) : <br /> jocation: <br /> scriptaon• Silt with sand <br /> to 7-11-03 Natural Moisture: <br /> Liquid Limit: Plastic Limit- USCS Class. : ML <br /> sting Remarks Plasticity Index test not requested Therefore, the program <br /> assumed the sample as non-plastic, hence the classification <br /> of ML <br /> Mechanical Analysis Data <br /> Initial <br /> JY sample and tare= 142 80 <br /> tare = 0 00 <br /> tsample weight - 142 80 <br /> ple split on number 10 sieve <br /> 3pli.t sample data: <br /> por <br /> le and tare = 101 . 80 Tare = 00 Sample weight = 101 . 80 <br /> latxve weight retained tare= 00 <br /> are cumulative weight retained= 00 <br /> jS3.eV19 Cumul Wt. Percent <br /> retained finer <br /> # 4 0 00 100 0 <br /> # 10 0 . 05 100 0 <br /> L16 0 23 99 8 <br /> 30 1 92 98 1 <br /> # 50 6 . 76 93 4 <br />,# 100 16 . 89 83 4 <br /> # 200 27 . 99 72 5 <br /> Hydrometer Analysis Data <br /> paratxon sieve is 010 <br /> Percent -#10 based upon complete sample= 100 0 <br /> 1fight of hydrometer sample 103 . 2 <br /> groscopic moisture correction <br /> Moist weight & tare = 110 88 <br />'Dry weight & tare = 110 . 33 <br /> Tare = 69 69 <br /> Hygroscopic moisture= 1 4 % <br /> Ielated biased weight= 101 82 - <br /> tomatic temperature correction <br /> Orpos�te correction at 20 deg C = 5 0 <br /> fnxscus correction only= <br /> ecmfmc gravity of solids= 2 . 65 <br /> S ecific gravity correction factor= 1 . 000 <br /> GEOCON CONSULTANTS , INC. <br />
The URL can be used to link to this page
Your browser does not support the video tag.