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2021-06-14_REVISION - M2012032 (2)
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2021-06-14_REVISION - M2012032 (2)
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Last modified
1/19/2025 7:28:02 AM
Creation date
6/15/2021 7:01:04 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2012032
IBM Index Class Name
REVISION
Doc Date
6/14/2021
Doc Name
Adequacy Review Response
From
Ouray Silver Mines, Inc.
To
DRMS
Email Name
LJW
Media Type
D
Archive
No
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3 <br /> 2�5*`a'.Kf <br /> Phase Duration QA/QCtest Inspection Standard Success criteria Results Pass/Fall Date <br /> Survey for final Grade <br /> of Area 700 Reagent 1 day <br /> Building <br /> Earthwork-Final <br /> 2 days <br /> grade <br /> QAQC-Compaction 0 days QAQC-Compaction Compressive strength testing shall be done in accordance with ASTM-C39.Concrete samples shall be <br /> Testing Testing ACI 318-05,ACI 301 ASTM C150,C192 C94 C39 C31 made and tested by an owner approved facility using trained personnel. <br /> Re-bar and Form <br /> 3 days <br /> Footings <br /> MINIMUM CLEAR COVER FOR REINFORCINC BARS SHALL BE AS FOLLOWS:3"COVER FOR CONCRETE <br /> QAQC-Rebar 0 days QAQC-Rebar EXPOSED AGAINST EARTH OR VOID FORMS.2"COVER FOR CONCRETE EXPOSED TO EARTH OR <br /> Inspection Inspection <br /> ACI 318-05,ACI 301 ASTM C150,C192 C94 C39 C31 WEATHER(EARTH OR WEATHER IS <br /> Pour Concrete <br /> 1 day <br /> footings <br /> QAQC-Cylinder Break 0 days QAQC-Cylinder Break Compressive strength testing shall be done in accordance with ASTM-C39.Concrete samples shall be <br /> Test Test ACI 318-05,ACI 301 ASTM C150,C192 C94 C39 C31 made and tested by an owner approved facility using trained personnel. <br /> Re-bar and Form 5 days <br /> Walls <br /> MINIMUM CLEAR COVER FOR REINFORCINC BARS SHALL BE AS FOLLOWS:3"COVER FOR CONCRETE <br /> QAQC-Rebar 0 days QAQC-Rebar EXPOSED AGAINST EARTH OR VOID FORMS.2"COVER FOR CONCRETE EXPOSED TO EARTH OR <br /> Inspection Inspection ACI 318-05,ACI 301 ASTM C150,C192 C94 C39 C31 WEATHER(EARTH OR WEATHER IS <br /> Pour Walls 1 day <br /> QAQC Cylinder Break 0 days QAQC Cylinder Break Compressive strength testing shall be done in accordance with ASTM-C39.Concrete samples shall be <br /> Test Test ACI 318-05,ACI 301 ASTM C150,C192 C94 C39 C31 made and tested by an owner approved facility using trained personnel. <br /> Rebar and Form Slab 8 days <br /> MINIMUM CLEAR COVER FOR REINFORCINC BARS SHALL BE AS FOLLOWS:3"COVER FOR CONCRETE <br /> QAQC-Rebar 0 days QAQC-Rebar EXPOSED ACAINST EARTH OR VOID FORMS. 2"COVER FOR CONCRETE EXPOSED TO EARTH OR <br /> Inspection Inspection ACI 318-05,ACI 301 ASTM C150,C192 C94 C39 C31 WEATHER(EARTH OR WEATHER IS <br /> Pour Concrete Slab 2 days <br /> QAQC Cylinder Break 0 days QAQC Cylinder Break Compressive strength testing shall be done in accordance with ASTM-C39.Concrete samples shall be <br /> Test Test ACI 318-05,ACI 301 ASTM C150,C192 C94 C39 C31 made and tested by an owner approved facility using trained personnel. <br /> Steel Erection 10 days <br /> The Inspector shall,at suitable intervals,observe joint preparation,assembly practice, <br /> QAQC-Inspection QAQC-Inspection main and the welding techniques,and performance of each welder,welding operator,and tack welder to <br /> main column steel 1 day column steel <br /> ensure that the <br /> connections connections AWS 01.1 applicable requirements of this code are met. <br /> Install Sheeting 9 days <br /> Equipment Set 7 days <br /> QAQC-Verify 1 dayQAQC-Verify Equipment shall be set in accordance with the applicable code.Tolerances shall be maintained to suit <br /> Equipment locations Equipment locations NAILS 1796 said standard.Deviations shall be approved by the customer(OSMI). <br /> Fabricate and Install <br /> 25 days <br /> Process Piping <br /> QAQC-NDT of Piping 6 days Cl of Piping ASME B31.3 Reference ASME B31.3 341.4.1 <br />
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