My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2006_15
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
Archived Reports
>
ARCHIVED REPORTS_2006_15
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:25 PM
Creation date
7/3/2020 10:51:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_15
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_15.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.
/
255
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
'Venctol&gineering Inc. <br />143E Spnng Hill DW,.. rasa Valley, CA 95,945 (530) 272-2448 <br />LABORATORY SERVICES <br />o,u-. <br />-.10- .- <br />Prep. Date: <br />Lab Log No. <br />CUENT NAME: <br />SAMPLE PREPARATION TOTAL <br />+ 3/4m + 3/8" +#4 pan 4 ) <br />Individual Mass Retained: g <br />PROJECT NAME: PROJECT NO: <br />oz5, e 6 <br />Individual Percent Retained: % <br />Corr. - 3/4 " Specimen Mass: 9 <br />SAMPLE IDENTIFICATION: <br />C �t eckL Po,w�s C L- -� C L -s2 <br />Corr. - 3/4 Specimen Percent: �� ° /° la�!a. _ ...• <br />Prepared Specimen Mass: g 250 / 5000 <br />................ <br />{:Qr7: <br />SOIL DESCRIPTION: <br />G ( <br />Prepared Specimen Percent: % <br />P P <br />METHOD" r�A <20% on #4 ❑ B >20% on # 4 & < 20% on 3/8" ❑ C >20% on 3/8" & <30% on 3/4" <br />TEST STANDARD: circle one <br />ASTM D- 698 or 1557 <br />COMPACTION TEST PT. 1 2 3 4 5 6 <br />Water Adjustment: —2- -- t — 3 1 1 — 'L -- <br />140 <br />135 <br />130 <br />125 <br />,2o <br />x715 <br />Z „o <br />> <br />11,105 <br />too <br />90 <br />e5 <br />85 <br />80 <br />NOTE: <br />Mold + Wet Soil: g 00 `/ ® S"S/ o ,5-7 <br />Mold: g 3 7..? a 3 I <br />Wet Soil: g ?YS� I ri S6 1875 1r6 ® 1 ��fS /-7 <br />Factor* 6" mold) 2939 14 2939 .06613>/.02939 /.02939 ggEk.02939 00 /.02939 <br />Wet Density (pct7: l/3, q9 1 2- 4k 12- 2 •7 12-3. 0 <br />(dotes: Dry,Pumping,Free Water � L �� 7 �j C L — sZ,� C L s2 b ;- <br />DATE / BY 10 L/lo5 1 o L 7� S l® 2Z a_5' !012, � o� to Z3 /t7 13�R'e <br />Oven / Microwaveove micro en micro ov micro jve micro ov micro micro <br />Tare Name: 0 � .T �� �mw. �. X 22 b.? <br />.............................. <br />. <br />Tare + Wet Soil: g /5; 7 t � LL Lf ®� . 2 0 ®5 , Z SSS. � est . <br />Tare + Dry Soil: g l OO, Z 1 R � j� It &Z `�® � p!7?• <br />Tare Mass: g Z1�. €� �Z" Z. 4r 2i(, 2-- Z 1c, T 2�(.S <br />Water Mass: g /..fir Z -3!i-. `T '77,1 117j F,( r <br />Dry Soil Mass: 9 l/ b -7, 2I S 5 "5 . 61 6 r'. "71 <br />Water Content (%): f 3, l I q Is 1012 t 3 � . I <br />Dry Density (pcfl: ! o (a i 12 3 /10.6 f 67, 2- <br />OPTIMUM WATER CONTENT, %: MAXIMUM DRY DENSITY, pcf: <br />�6 <br />:::::F :.ie}.K IV4R. •.?-:l.i::i.::: ::S+JKMi::N•g::•'111•.FR•.:.3..�}y?:::{:::ii}$ti {;PSY:::•Y.•:?.:i!?7F:•7.*.J:•:Sf.7........................................':'.:':::`v.`::i::i:. <br />NOTES. LABORATORY SAMPLE NO., <br />0 <br />GRAPH <br />5 1'0 <br />NOT TO SCALE <br />is <br />MOISTURE <br />20 <br />CONTENT <br />25 <br />(%) <br />30 <br />35 <br />L:LabexM 1 Projects 1 19 1 1-cmp.xfs <br />DCN: CMP-rp (rev. 3/19/02) <br />S-8 <br />r esrea isy: ware: <br />Enrerea oy. <br />tnewcea ®y: <br />
The URL can be used to link to this page
Your browser does not support the video tag.