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
vector Engineering Inc. <br />943ESprl ' Grass Valley, CA 95945 (530) 272-2448 <br />BORATORY SERVICES <br />MOISTURE I DENSITY RELATION HIPS <br />LABORATORY WORKSHEET <br />Prep, Data: Lab Log <br />CUENT NAME: <br />SAMPLE PREPARATION TOTAL <br />+ 314" + "M +#4 pan (- # 4 ) <br />Individual Mass Retained: g <br />PROJECT NAME: PROJECT NO: <br />of w If -d 1-1c /l du L'=•e <br />Individual Percent Retained: 0+> <br />Corr. - 3/4 " Specimen Mass: g <br />SAMPLE IOENTIRCAT/ON: <br />�� <br />cj� !ac`'7`- -/� <br />Corr. 3/4 Specimen Percent: �� ° <br />/° 17 ...::................:.. <br />Prepared Specimen Mass: g 2500 5000=:G# <br />��csne <br />SOIL DESCRIPT(ON: <br />A-, Z • L�- /—'t4 <br />o <br />Prepared Specimen Percent: /o....:!...�.:..............:.........::....:...:.:.:.:.:.: <br />METHOD* )K A <20% on #4 ❑ B >20% on # 4 & <br />< 20% on 3/8" ❑ C >20% on 3/8!'& <30% on 3/4" <br />rEsrsraNDARD: circle otW <br />ASTM D- 698 or 75 <br />COMPAC77ONTEST PT, 1 2 3 4 5 6 <br />Water Adjustment: "y <br />140 <br />130 <br />,25 <br />120 <br />115 <br />8 <br />10110 <br />i; <br />O105 <br />100 <br />as <br />NOTE: <br />Mold + Wet Soil: g I D 5- �$'L3 .S� $ 6 S ?o S 7L•0 <br />............................................................................................. <br />_57K <br />Mold: 9 v ei -5 " S .3 9-5� 3 7 5'5-- .3 7-5-5- <br />-5SWet <br />WetSoil: g l a g 1110 I Y7 O aS f 1 3 5 1 t7 6.S <br />Factor* " 6" mold) 661 .02939 1 .02939 61 .02939 �/ .02939 661 .02939 .02939 <br />_............_.._........ <br />Wet Density (pcf): 12-6.0 )-31,(. 12- 3, 6. 1Z,G,r� IL7,� I(G,7 <br />Notes: Dry,Pumping,FCL= 3 <br />ree wale e i (p C G l L a�v L m2 (� �Z 2— Z <br />DATE / BY S/ age /G Z621, lfl L a O z/ oS <br />.......... <br />............... <br />' - - <br />" "' <br />' ' "" ' <br />"' ' ' ' " <br />Oven / Microwave Noven ❑ micro JRoven ❑ micro jZoven ❑ micro Qoven ❑ micro Roven ❑ micro [Roven ❑ micro <br />Tare Name: °"a z s 4- 0..1" :e t/ Y SA -,a.,.& Lf x- z z, <br />Tare + Wet Soil: g 9E6> S` 1 '7 S� Z2 v Sa- , % '/97,(9 66.3 <br />................................................................................................................ <br />Tare +Dry Soil: g 8 . 3 1Z37> I �Ijb,S lLla�. a. �( I jfl�{. 3 <br />Tare Mass: g z /. S' 1 // 2- /2 y< 2-1310 Z t�, Z 2 t/ a <br />Water Mass: g 9 Z- z 1 3 7> C $ 12-7-5- ct 7, c> l5' Z Z <br />............. <br />.......... ................ <br />....._. <br />_ ....... <br />_ <br />.............. <br />Dry g 6d 2.�" 3 <br />D Soil Mass: (a 2b , 26 , t> //?7,Z b571 . 2. 6 o Z- <br />..................- <br />.... <br />.............. - <br />_................................... <br />Water Content (%}: (-3,9 t3 - � /q, Z- 1,0,7 i' q ,-1 , a <br />Dry Density (Pcf): 1 v � 6 / �. t !v 6, Z- t13, I (i S ® 6. 6 <br />................................................................................................................ <br />OPTIMUM WATER CONTENT, %: MAXIMUM DRY DENSITY, pcf: �-- <br />........:.... <br />1�..l�d.A.�nxl. <br />�i:::1.w::::::::n::::::::::.::::::::.�:::::1::...Rn:..:.:.:......i.^..F...�....::. �::...n::::::::::: nnv�i:: ^:::.i :;.. ... X.n..4:vn:: p:::::::::.:.. ......�:;::..xvrt•.°.nsST�....:. �.....................:.: n.. n....:: M.�:i:�:n�n.......:.. . <br />NOTES: LABORATORY SAMPLE NO: <br />0 5 <br />GRAPH <br />10 <br />NOT TO <br />15 <br />MOISTURE <br />SCALE <br />20 <br />CONTENT <br />25 <br />(%) <br />30 <br />35 <br />L:LabeXCer 1 Projects 1 181 1 -CW x/s r esrea tiy. care: tmerea by. <br />DCN: CMP-rp (rev. 3,23/03) <br />L;necxea tsy. <br />
The URL can be used to link to this page
Your browser does not support the video tag.