My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REP35440
DRMS
>
Back File Migration
>
Report
>
REP35440
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/25/2016 12:12:44 AM
Creation date
11/27/2007 7:06:50 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981041
IBM Index Class Name
Report
Doc Date
9/19/1994
Doc Name
CERTIFICATIONS FN C-81-041
From
POWDERHORN COAL CO
To
DMG
Permit Index Doc Type
Waste Pile/Fill Report
Media Type
D
Archive
No
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.
/
250
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
~1J~11 ` wFSrFRN <br />~ COLORADO <br />TESTING, <br />INC. <br />nt: Powderhom Coal Comoanv <br />Project: CRDA JJ2 Coat Pile Compactions <br />Location: Cameo. Colorado <br />Type of Material: Coal Refuse <br />Source of Material: CRDA Site ll2 <br />SOILlAGGREGATE FIELD DENSITY TEST:- <br />_ ,... <br />Test Locations Designated By: WCT Job No.: 7004921 <br />Authorized By: Client Dater/75/92 <br />Tested/Calc'd ey: D. Fife Date: S/t5/92 <br />Reviewed By: SF Date: <br />MoisturelDensity Relationship: ASTM T180Method: C <br />Test <br />No. <br />Date <br />Location of Test Hole Elevation <br />of Test <br />Datum <br />1 5115/92 See ske plan attached 0 <br />2 5!15/92 See site plan attached 0 <br />3 5115/92 See site plan attached 0 <br />4 5/75/92 See ske plan attached 0 <br />5 5115/92 See site plan attached 0 <br />6 5115/92 See site plan attached 0 <br />Test <br />!o. Moisture <br />Density <br />Lab No. Optimum <br />Moisture <br />% Max. Dry <br />Density <br />pcf In-Place Characteristics <br />Moisture Dry Density <br />% pct Relative <br />Compaction <br />% Within <br />Spats <br />Comments' <br />1 1 12.2 88.5 10.0 92.1 100+ Y 4,11,15.18 <br />2 1 12.2 88.5 10.3 90.5 100+ Y 4,11,15,18 <br />3 1 12.2 88.5 11.0 87.0 98 Y 4,11,15,18 <br />4 1 12.2 88.5 9.7 104.2 100+ Y 4,11,15,18 i <br />5 1 12.2 88.5 9.7 92.0 100+ Y 4,11,15,18 <br />6 1 12.2 88.5 10.1 89.7 100+ Y 4,11,15,18 <br />•Commenu <br />1. Subprede 6. 100% min. nq'd 14. Teetetl D-1556/AASHTO T•217 19. Teeted Locetione on Accompanying Site Plan <br />2. Subbeae Fill 9. 9e% min. re4'd 15. Teased ASTM D•2922/D•3017 20. Spacificationa Unw sown <br />~. Base Course 10. 95% min. req'd 16. Teetad ASTM D-2922fAASHTO T•217 <br />4., 6sck1ill 11. 90% min. retj d 17. Rod correction applied to maximum Datum Exiatine oreda <br />9. Pavement Aree . 12. _% min. reQ d dry density AASHTO T•224 <br />6.. Bslow Footing Bottom 13. Moisture req'd +f• 16. Other Note: Teau reposed herein are not pen of <br />7. Abore Footing Bottom ~% o} optimum • continuous monitoring program of <br /> companion opentiom and eccortlinply <br />Copies to: apply only to [M actual toution taegd. <br />Larry Reschkt; "Moisture contents based on rolling average of oven dried corrected <br />Hector Apodaca 'nuclear gauge determined moistures. __ -_ <br />
The URL can be used to link to this page
Your browser does not support the video tag.