My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2014-01-24_REPORT - C1996083
DRMS
>
Day Forward
>
Report
>
Coal
>
C1996083
>
2014-01-24_REPORT - C1996083
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 5:39:13 PM
Creation date
1/24/2014 10:06:17 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Report
Doc Date
1/24/2014
Doc Name
4th Quarter 2013 Wastebank Report
From
J.E. Stover & Associates, Inc
To
DRMS
Permit Index Doc Type
Waste Pile/Fill Report
Email Name
SLB
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.
/
30
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
Project: Im - Client / On Site Rep: <br />• ' GEOTECH Bowie Resources /Ron Grimland <br />Bowie Mine #3 Gob Pile Stability Civil, Structural & Geotechnical Engineers Contractor / Rep: <br />222 South Park Ave. • Montrose, CO 81401 Bowie Resources /Ron Grimland <br />Project No: Date: Ph.: (970) 249 -6828 • FAX. (970) 249 -0945 Technician: <br />2013231 -CMT 9/19/2013 CONSTRUCTION MATERIALS TESTING B. Heckard <br />DAILY COMPACTION REPORT <br />TEST LOCATION GRADE ELEV TEST TYPE I MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />NUMBER NUC SAND DENSITY MOISTURE DENSITY CONTENT COMPACTION W1T1-¢N TYPE I NUMBER <br />(pcf) CONT. (%) (pcf) (° /a) 1 SPEC <br />1 Ipt 101 5881.5 I X 1 1 107.51 11.71 103.4 15-11 96.21 1 1 #1 r c <br />MOISTURE / DENSITY SPECIFICATIONS <br />90% Cohesive Soils <br />It: Cohesionless Soils <br />Cohesive Soils <br />Cohesionless Soils <br />OBSERVATION / TESTING <br />Time: 0 <br />Time: X <br />ber of Site Visits /Day: <br />ing Only: <br />uested By (Company Name): <br />Laboratory Testing ASTM Cohesive Soils <br />Procedure: D698 <br />Cohesionless Solis <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Contractor Not Working Due To: The Contractor Is: <br />>uffident amount <br />material placed. <br />Inclement Weather: Processing F=rozen Material: �Processng Wet Material: <br />Equipment Malfunction: stnpping and/or Grubbing: Moisture Condrboning Dry Mat9: <br />Unknown: Stockping Fill: Removing Unsuitable MaPI: <br />Bowie Mine #3 Gob Pile Stability 2013231-CMT.xIs DCR- 9- 19- 13bh #1 <br />Date <br />Day: <br />FIELD OBSERVATIONS <br />9/19/2013 <br />Compaction Equipment Used: <br />M <br />T <br />W <br />Th <br />F <br />S <br />Sheepsfoot: 0 <br />ier: <br />Sun <br />Clear <br />Overcast <br />Rain <br />Snow <br />X <br />Smooth Drum Roller: <br />To 32 <br />32 -50 <br />50 -70 <br />70-85 <br />85 Up <br />X <br />Vibratory: <br />Still <br />Mod <br />High <br />X <br />Other (List Below): <br />Dry <br />Mod <br />dity: <br />Humid <br />CAT 815 <br />X <br />ned (Rep of Company) of Test Results: <br />Ron Grimland <br />Buckhorn was not informed prior <br />to our arrival on site that the <br />contractor would not be working <br />on this date <br />Copies Given To: <br />S <br />X <br />SAGE I OF I <br />
The URL can be used to link to this page
Your browser does not support the video tag.