6C Mine has $12K in proposed MSHA penalties and $1K outstanding across 5 contested dockets, plus health sampling and the full incident record.
Email me when a new MSHA incident is filed at 6C Mine.
| Quarter | Hours worked | Citations | S&S | Per 1M hrs |
|---|---|---|---|---|
| 2025 Q4 | 175 | 0 | 0 | 0.0 |
| 2025 Q3 | 286 | 0 | 0 | 0.0 |
| 2025 Q2 | 275 | 0 | 0 | 0.0 |
| 2025 Q1 | 285 | 0 | 0 | 0.0 |
| 2024 Q4 | 64 | 0 | 0 | 0.0 |
| 2024 Q3 | 60 | 0 | 0 | 0.0 |
| 2024 Q2 | 240 | 0 | 0 | 0.0 |
| 2024 Q1 | 1,605 | 0 | 0 | 0.0 |
| Quarter | Hours worked | Citations | S&S | Per 1M hrs |
|---|---|---|---|---|
| 2023 Q4 | 1,548 | 0 | 0 | 0.0 |
| 2023 Q3 | 1,408 | 2 | 0 | 1420.5 |
| 2023 Q2 | 1,271 | 0 | 0 | 0.0 |
| 2023 Q1 | 1,012 | 0 | 0 | 0.0 |
| 2022 Q4 | 1,625 | 0 | 0 | 0.0 |
| 2022 Q3 | 1,354 | 0 | 0 | 0.0 |
| 2022 Q2 | 1,294 | 1 | 0 | 772.8 |
| 2022 Q1 | 830 | 0 | 0 | 0.0 |
| 2021 Q4 | 569 | 0 | 0 | 0.0 |
| 2021 Q3 | 581 | 0 | 0 | 0.0 |
| 2021 Q2 | 680 | 0 | 0 | 0.0 |
| 2021 Q1 | 710 | 2 | 0 | 2816.9 |
| 2020 Q4 | 660 | 0 | 0 | 0.0 |
| 2020 Q3 | 87 | 0 | 0 | 0.0 |
| 2020 Q2 | 100 | 0 | 0 | 0.0 |
| 2020 Q1 | 696 | 0 | 0 | 0.0 |
| 2019 Q4 | 642 | 1 | 0 | 1557.6 |
| 2019 Q3 | 243 | 8 | 0 | 32921.8 |
| 2019 Q1 | 1,040 | 2 | 1 | 1923.1 |
| 2018 Q4 | 1,420 | 2 | 0 | 1408.5 |
| 2018 Q3 | 2,447 | 2 | 1 | 817.3 |
| 2018 Q2 | 1,674 | 0 | 0 | 0.0 |
| 2018 Q1 | 1,422 | 0 | 0 | 0.0 |
| 2017 Q4 | 0 | 0 | 0 | |
| 2017 Q2 | 1,933 | 1 | 0 | 517.3 |
| 2017 Q1 | 2,012 | 0 | 0 | 0.0 |
| 2016 Q4 | 1,764 | 2 | 1 | 1133.8 |
| 2016 Q3 | 1,205 | 1 | 0 | 829.9 |
| 2016 Q2 | 1,161 | 0 | 0 | 0.0 |
| 2016 Q1 | 1,517 | 2 | 0 | 1318.4 |
| 2015 Q4 | 1,460 | 2 | 0 | 1369.9 |
| 2015 Q3 | 1,746 | 0 | 0 | 0.0 |
| 2015 Q2 | 1,892 | 0 | 0 | 0.0 |
| 2015 Q1 | 1,991 | 1 | 0 | 502.3 |
| 2014 Q4 | 1,703 | 1 | 0 | 587.2 |
| 2014 Q3 | 1,973 | 3 | 1 | 1520.5 |
| 2014 Q2 | 1,849 | 1 | 0 | 540.8 |
| 2014 Q1 | 1,995 | 0 | 0 | 0.0 |
| 2013 Q4 | 1,726 | 1 | 0 | 579.4 |
| 2013 Q3 | 1,857 | 0 | 0 | 0.0 |
| 2013 Q2 | 1,992 | 1 | 0 | 502.0 |
| 2013 Q1 | 2,013 | 1 | 0 | 496.8 |
| 2012 Q4 | 1,633 | 6 | 1 | 3674.2 |
| 2012 Q3 | 1,977 | 5 | 2 | 2529.1 |
| 2012 Q2 | 2,389 | 1 | 0 | 418.6 |
| 2012 Q1 | 2,713 | 2 | 0 | 737.2 |
| 2011 Q4 | 1,790 | 1 | 0 | 558.7 |
| 2011 Q3 | 1,932 | 4 | 2 | 2070.4 |
| 2011 Q2 | 1,999 | 1 | 1 | 500.3 |
| 2011 Q1 | 2,071 | 0 | 0 | 0.0 |
| 2010 Q4 | 2,016 | 1 | 0 | 496.0 |
| 2010 Q3 | 2,161 | 1 | 0 | 462.7 |
| 2010 Q2 | 1,878 | 1 | 0 | 532.5 |
| 2010 Q1 | 3,014 | 3 | 0 | 995.4 |
| 2009 Q4 | 2,414 | 1 | 0 | 414.3 |
| 2009 Q3 | 2,489 | 6 | 4 | 2410.6 |
| 2009 Q2 | 2,138 | 1 | 0 | 467.7 |
| 2009 Q1 | 1,856 | 4 | 0 | 2155.2 |
| 2008 Q4 | 1,598 | 2 | 0 | 1251.6 |
| 2008 Q3 | 1,824 | 2 | 0 | 1096.5 |
| 2008 Q2 | 2,068 | 2 | 0 | 967.1 |
| 2008 Q1 | 2,105 | 5 | 0 | 2375.3 |
| 2007 Q4 | 1,751 | 0 | 0 | 0.0 |
| 2007 Q3 | 1,872 | 1 | 0 | 534.2 |
| 2007 Q2 | 1,939 | 1 | 0 | 515.7 |
| 2007 Q1 | 2,025 | 1 | 0 | 493.8 |
| 2006 Q4 | 1,738 | 2 | 1 | 1150.7 |
| 2006 Q3 | 1,968 | 1 | 0 | 508.1 |
| 2006 Q2 | 2,004 | 0 | 0 | 0.0 |
| 2006 Q1 | 2,112 | 0 | 0 | 0.0 |
| 2005 Q4 | 1,831 | 0 | 0 | 0.0 |
| 2005 Q3 | 1,956 | 4 | 2 | 2045.0 |
| 2005 Q2 | 2,116 | 0 | 0 | 0.0 |
| 2005 Q1 | 2,045 | 0 | 0 | 0.0 |
| 2004 Q4 | 2,020 | 0 | 0 | 0.0 |
| 2004 Q3 | 1,893 | 0 | 0 | 0.0 |
| 2004 Q2 | 1,995 | 1 | 1 | 501.3 |
| 2004 Q1 | 2,054 | 0 | 0 | 0.0 |
| 2003 Q4 | 1,784 | 0 | 0 | 0.0 |
| 2003 Q3 | 1,735 | 0 | 0 | 0.0 |
| 2003 Q2 | 1,773 | 0 | 0 | 0.0 |
| 2003 Q1 | 2,041 | 0 | 0 | 0.0 |
| 2002 Q4 | 1,776 | 0 | 0 | 0.0 |
| 2002 Q3 | 1,847 | 0 | 0 | 0.0 |
| 2002 Q2 | 1,938 | 0 | 0 | 0.0 |
| 2002 Q1 | 1,652 | 0 | 0 | 0.0 |
| 2001 Q4 | 1,697 | 0 | 0 | 0.0 |
| 2001 Q3 | 1,554 | 0 | 0 | 0.0 |
| 2001 Q2 | 1,811 | 0 | 0 | 0.0 |
| 2001 Q1 | 1,654 | 0 | 0 | 0.0 |
| 2000 Q4 | 1,625 | 0 | 0 | 0.0 |
| 2000 Q3 | 1,622 | 0 | 0 | 0.0 |
| 2000 Q2 | 1,757 | 0 | 0 | 0.0 |
| 2000 Q1 | 1,768 | 0 | 0 | 0.0 |
A roof fall was discovered on this date. The fall was located in the #1 entry at the #2 crosscut. The fall measured 20' by 20' and was 6' in thickness. The areas was previously supported with 4' fully grouted rods. The fall was in a common air course, and was not a travel way or an area where miners work. The fall was dangered and timbered off.
Employee alleged that he suffered an injury on this date. He claims that he was using a weed trimmer and the string got caught in the conveyor belt and pulled him into the belt. He did not report any injury on this date nor on the next day when the contractor (Green Thumb, Contractor # VZT) terminated him. He sought medical treatment later that day and no injuries were found.
HE WAS INSTALLING A BOARD OVER A LOOSE ROOF PLATE WHEN A PIECE OF ROCK FELL AND STRUCK HIM ON THE NOSE, RESULTING IN A LACERATION THAT REQUIRED SUTURES.
A PIECE OF HIGHWALL FELL OFF PULLING 4 ROOF BOLTS AND CRUSHING THE BELT PORTAL CANOPY AND BELT STRUCTURE. THE ROCK WAS APPROX. 14' X 5'X 12'. IT FELL DURING AN IDLE SHIFT.
A ROOF FALL WAS FOUND DURING A PRESHIFT EXAM THAT MEASURED APPROX. 70' X 20' X 3-4' THICK. IN THE #4 ENTRY, 150' INBY SPAD #54. 4' RESIN BOLTS WERE USED IN THIS AREA. THERE IS A COAL RIDER SEA M THAT RUNGS 12" TO 36" IN THIS AREA.
ROCK FALL WAS DISCOVERED IN 4 ENTRY FROM 23 X-CUT OUTBY FOR APPROX. 30' THE FALL WAS APPROX. 6'X18'X30. THIS WAS N AN AREA CRIBBED OFF AND HAD SLABBED OUT. ADDITIONAL FALLING MADE IT REPORTABL E REPORTED TO EMPLOYEE.
INJURED WAS PULLING ON A HOSE THAT HE HAD DISCONNECTED FROM A RAM CAR. WHEN IT CAME LOOSE, HIS HAND STRUCK AGAINST THE STEERING STOP BLOCK OF THE CAR, CAUSING A FRACRUE TO HIS LEFT HNAD.
EE WAS WALKING ACROSS PARKING LOT, STEPPED ONTO A PIECE OF A CONCRETE BLOCK, CAUSING HIM TO FALL. AS HE TRIED TO BREAK THE FALL WITH HIS LEFT HAND, IT CAUSED A FRACTURE TO HIS RADIUS NEAR THE WRIST. HE IS A MAINTENANCE SUPERVISOR.
A dated report covering the 26-year penalty trail, line-item violation pattern, contest and docket posture, rate-normalized peer benchmark, and full fatality history. Delivered as a PDF with the underlying data as CSV.