My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2013-05-30_REPORT - C1981035
DRMS
>
Day Forward
>
Report
>
Coal
>
C1981035
>
2013-05-30_REPORT - C1981035
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 5:20:55 PM
Creation date
5/30/2013 2:30:08 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981035
IBM Index Class Name
REPORT
Doc Date
5/30/2013
Doc Name
Trautner Geotech (King I) Refuse Annual Compaction Tests
From
GCC Energy
To
DRMS
Permit Index Doc Type
Waste Pile/Fill Report
Email Name
MLT
SB1
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
3
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
SRC EC- tiA "tirE. % a for.ai` King Coal , Refuse Pile <br />DAILY FIELD REPORT AND TEST RESULTS <br />PROJECT NO.: 53092MT <br />REQUESTED SERVICE: Nuclear Field Density Test <br />DATE: 4124113 <br />CO '\:7 RAC -0 ;,: .' KC FOREMAN: Mr. Tom Byrd <br />':-eci^�n:c:an and co.,_mcn -s: ; arrived on -site as requested. l performed six (6) nuclear field density tests on previously placed and compacted gob. All test results <br />arc t rbail V. -. 3v -c. "Values determined by a Standard Proctor ASTM D 693 C. <br />NUCLEAR FIELD DENSITY TEST RESULTS <br />Probe <br />Proctor <br />Optimum <br />Field <br />Field <br />Relative <br />Material <br />Dep;^ I Test Elevation <br />Density <br />Moisture <br />Density <br />Moisture <br />Compaction <br />Technician <br />ust ,occaior <br />_ N<1 _ (in) <br />ry m,. _ T T <br />(PCF) <br />( %) <br />(PCF) <br />(% <br />(% <br />Type <br />GCB ni:e -- S V era S Top of pile <br />*90.5 <br />* 14.0 <br />94.4 <br />4.7 <br />100 <br />GOB <br />S. Fowler <br />4124,113 T ^ -� GOB oiic - apnros cer,:c• ot'S. side <br />10 To of pile <br />*90.5 <br />* 14,0 <br />93.2 <br />6.6 <br />100 <br />GOB <br />S. Fowler <br />4/24/1: GO ci;c - S': corner <br />j 10 'rop of pile <br />*90.5 <br />*14.0 <br />93.4 <br />9.0 <br />100 <br />GOB <br />S. Fowler <br />4J2 4/ 4 ';O.^; p::c - corner <br />IO Top of pile <br />*90.5 <br />*14.0 <br />91.0 <br />6.5 <br />100 <br />GOB <br />I S. Fowler <br />4/24/: - GOB pi }c approx. c.mcr N side <br />Top of pile <br />*90.5 <br />* 14,0 <br />59.3 <br />6.9 <br />99 <br />GOB <br />S. Fowler <br />4/24/: ', V%k' Corr_, <br />S Top ofpile <br />10 <br />*90.5 <br />* 14.0 <br />96.3 <br />6.9 <br />100 <br />GOB <br />S. Fowler <br />i <br />-v CLiARACTERISTICS REPORTED ABOVE ARE ONLY APPROPRIATE FOR THE ELEVATIONS AND LOCATIONS TESTED DURING OUR FIELD WORK. <br />
The URL can be used to link to this page
Your browser does not support the video tag.