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GENERAL45369
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GENERAL45369
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Last modified
8/24/2016 8:14:32 PM
Creation date
11/23/2007 1:45:15 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980004
IBM Index Class Name
General Documents
Doc Date
5/13/2002
Doc Name
MSHA TEST SITE DOCUMENTATION-1980
Permit Index Doc Type
Other Permits
Media Type
D
Archive
No
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SAFETY PRECAU7IDN5 f0R P,ESIN GROUTED RODS <br />1. Persons responsible for installation of resins shall be instructed in <br />safe handling precautions for such materials. <br />. 2. The relationship between the hole dimensions, rod size, and the size _ <br />and number of resin cartridges is critical; therefore, adequate train- - <br />ing and supervision shall be provided to assure proper installation. <br />3. All safety precautions required in the regular roof control plan shall <br />apply--except Nos. 12,13 {The torque checks specified for <br />conventional roof bolts do not applyy.) <br />4. Resin grouted rods shall be installed as soon as possible (to be deter- <br />mined on a mine-to-mine basis--normally not more than 8 hours) after <br />the working place is er.posed. (,'here required, temporary supports shall <br />be installed immediately after the loading cycle is completed unless <br />roof bolting machines are equipped with acceptable automated supports. <br />{a) Except vrhen the District Manager has determined that more than <br />5 minutes are needed, "immediately" is interpreted to mean that <br />the installation of such temporary supports shall be started <br />not later that 5 minutes after mining of the cut is completed <br />and, after the installation of such supports is started, the <br />installation of supports shall be continued until at least the <br />minimum number are installed as required in the approved plan. <br />5. Resin grouted rods and conventional roof bolts shall not be intermixed <br />unless they are either used as Supplementary support or a systematic <br />plan has been approved by the District N~anaoer for combining the two <br />roof support systems. <br />6. Drill steel shall be equivalent in length to the rods used or adequately <br />marked to assure the proper hole depth. Each drill hole shall be filled <br />the entire length with resin. <br />7. (a) All resin grouted rods shall be used with bearing plates approved <br />for use at the mine. . <br />(b) Bearing plates shall be installed tight against the mine roof. <br />2. (a) The resin shall not be used if manufacturer's recommended shelf <br />life is exceeded. <br />(b) Resin packages shall be protected form excessive heat and cold <br />during storage, and shall not be used in areas where the ambient temp- <br />erature falls outside the range recommended by the manufacturer. <br />18 <br /> <br />
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