My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2020-12-28_GENERAL DOCUMENTS - M1977300 (23)
DRMS
>
Day Forward
>
General Documents
>
Minerals
>
M1977300
>
2020-12-28_GENERAL DOCUMENTS - M1977300 (23)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/9/2025 6:32:51 AM
Creation date
12/30/2020 6:05:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977300
IBM Index Class Name
General Documents
Doc Date
12/28/2020
Doc Name Note
Part 3 of 3
Doc Name
North Waste Rock Pile Diversion
From
Colorado Legacy Land
To
DRMS
Email Name
AME
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.
/
104
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
AGW Compressive Strength of Concrete Report#:CC-000000 <br /> p 9 Report Date: C-000003 <br /> Test Method:ASTM C 39 Sample:38891 <br /> —'sid Services Client: Project: <br /> ;0 South Ivanhoe Street,Suite 5 Alexco Water and Environmental 201007 <br /> Denver,CO 80222 131 East Lincoln Avenue TR-28 North Waste <br /> Phone: (303)759-8100 Suite 200 Rock Pile Diversion Channel(Schwartzwalder M... <br /> Fort Collins,CO 80524 Golden,CO <br /> Sample Details <br /> Set#: 1 Technician: Dinkel,Jacob Batched: 08:28 MDT <br /> Specimen Size: 4"X 8" Cast By: Dinkel,Jacob Sampled: 09:30 MDT <br /> Specimens In Set: 5 Date Cast: 08/07/20 Cast: 09:45 MDT <br /> Truck/Ticket#: 1125/20289582 Sampled From: Chute Truck Empty: <br /> Contractor: COD-Ensero/Billy, Ray Placement Method: Chute Placement Time: <br /> Location <br /> Placement Location: Wall <br /> Location Details: Water capture structure,end channel,station 5+95.00 <br /> Sample Location/Notes: NTP <br /> Batch Log Specifications <br /> Supplier: BURNCO Mix Design: 45C2N1C4C Strength: 4500(psi) <br /> On-Site Admixtures: None Air: 5.0-8.0(%) <br /> Slump: 1 -4(in) <br /> Field Measurements <br /> Weather: Clear Slump(in): 4(ASTM C143) Plastic Unit Weight: 138.2(lb/ft3)(ASTM C138) <br /> Air Temperature(F): 75 Concrete Temp(F): 85(ASTM C1064) Air Content: 7.6(ASTM C231) <br /> Load Volume: 6(yd3) <br /> Standard Cure Field Cure <br /> Lab Test Results <br /> pecimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping <br /> Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method <br /> 1-1 12 08/19/20 11 /1 4.00 12.57 45,950 3,660 6 N <br /> 1-2 35 09/11/20 11 /24 4.01 12.63 68,215 5,400 3 N <br /> 1-3 35 09/11/20 11 /24 4.01 12.63 64,825 5,130 3 N <br /> 1-4 1 35 1 09/11/20 1 11 /24 1 4.01 1 12.63 1 66,300 1 5,250 1 3 1 1 N <br /> 1-5 1 57 H 1 10/03/20 1 11 /46 <br /> Test Age Average Strengths(psi): 12 Day-3660,35 Day-5260 <br /> Capping Methods <br /> Tested By: David Nunez(1,2,3,4,5) N: Unbonded Caps(ASTM C1231) <br /> Checked In:08/18/2020(1,2,3,4,5) <br /> General Remarks <br /> 6 of 18 yards <br /> 9 M 9 E [I [I <br /> TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 <br /> Reviewed by Thomas Hastings <br /> Sample obtained in general conformance with ASTM C172.Compressive strength conducted in general conformance with ASTM Page 1 of 1 <br /> C39.The Contractor was informed of field testing results.The Contractor is responsible for security and initial curing environment of <br /> the specimens in accordance with ASTM C31. <br />
The URL can be used to link to this page
Your browser does not support the video tag.