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2020-12-28_GENERAL DOCUMENTS - M1977300 (23)
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2020-12-28_GENERAL DOCUMENTS - M1977300 (23)
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Last modified
1/9/2025 6:32:51 AM
Creation date
12/30/2020 6:05:04 AM
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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
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AGW Fill Testing Client: Project: <br /> Report#:FT-000001 Alexco Water and Environmental 201007 <br /> Report Date:10/23/2020 131 East Lincoln Avenue TR-28 North Waste <br /> Feld Services Test Method:ASTM D 6938 Suite 200 Rock Pile Diversion Channel(Schwartzwalder <br /> 2180 South Ivanhoe Street.Suite 5 Fort Collins,CO 80524 M.,, <br /> Denver,co 80222 Golden,CO <br /> Phone:(303)759-8100 <br /> Test Results <br /> In Place In Place Optimum <br /> Optimum Maximum In Place Dry Wet Probe Moisture <br /> Retest Test Soil Moisture Dry Density Moisture Density Density Depth Percent Min Comp. Tolerance <br /> Test# Of Date Proctor ID Method Classification M (pcf) M (pcf) (pcf) (in) Compaction M N Remark <br /> 1 9/23/20 02 ASTM A-1-b 5.7 144.3 4.3 123.5 128.8 8 86 95 -3/3 Fail <br /> D1557 <br /> 2 1 9/23/20 02 ASTM A-1-b 5.7 144.3 6.9 137.0 146.5 8 95 95 -3/3 Pass <br /> D1557 <br /> 3 9/23/20 02 ASTM A-1-b 5.7 144.3 5.7 121.8 128.7 8 84 95 -3/3 Fail <br /> D1557 <br /> 4 3 9/23/20 02 ASTM A-1-b 5.7 144.3 6.3 137.7 146.4 8 95 95 -3/3 Pass <br /> D1557 <br /> 5 9/23/20 02 ASTM A-1-b 5.7 144.3 9.7 122.3 134.2 8 85 95 -3/3 Fail <br /> D1557 <br /> 6 5 9/23/20 02 ASTM A-1-b 5.7 144.3 10.0 122.7 135.0 8 85 95 -3/3 Fail <br /> D1557 <br /> 6 9/23/20 02 ASTM A-1-b 5.7 144.3 6.7 123.0 1 131.2 1 8 85 95 -3/3 Fail <br /> D1557 <br /> d 7 9/23/20 02 ASTM A-1-b 5.7 144.3 6.7 136.7 145.9 8 95 95 3/3 Pass <br /> D1557 <br /> Test Information <br /> Gauge <br /> Test# Test Location Elevation Reference Make/Model/SN/Calibrated Field Technician <br /> 1 Trickle Channel:Diversion Channel,Station:5+90 1.0 AEG Troxler/3430/38192/ Platzer,Neal <br /> 2 Trickle Channel:Diversion Channel,Station:5+90 1.0 AEG Troxler/3430/38192/ Platzer,Neal <br /> 3 Trickle Channel:Diversion Channel,Station:5+00 1.0 AEG Troxler/3430/38192/ Platzer,Neal <br /> 4 Trickle Channel:Diversion Channel,Station:5+00 1.0 AEG Troxler/3430/38192/ Platzer,Neal <br /> 5 Trickle Channel:Diversion Channel,Station:4+00 1.0 AEG Troxler/3430/38192/ Platzer,Neal <br /> 6 ITrickle Channel:Diversion Channel,Station:4+00 1.0 AEG Troxler/3430/38192/ Platzer,Neal <br /> 7 ITrickle Channel:Diversion Channel,Station:4+00 1.0 AEG Troxler/3430/38192/ Platzer,Neal <br /> 8 ITrickle Channel:Diversion Channel,Station:4+00 1.0 AEG Troxler/3430/38192/ Platzer,Neal <br /> Remarks Comments <br /> Fail:Density Fail/Moisture Pass Tests are"Direct Transmission"(Method A)unless probe depth is noted as <br /> "Backscatter".Gauge calibration data on file with the testing agency. <br /> Pass:Density Pass/Moisture Pass <br /> Fail:Density Fail/Moisture Fail <br /> A representative of the Contractor was informed of our test results and observations.Observation services were conducted on an on-call basis.The test Pagel of 2 <br /> depths and locations are approximate and are based upon information provided by the Contractor.The lateral and vertical extents of any subexcavation were <br /> not measured or verified by this firm.The site conditions noted and test results reported apply only to the locations and depths tested at the time of our visit. <br /> It remains the Contractor's responsibility to apply the necessary compactive effort and moisture conditioning to meet the project specifications. <br />
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