A piece of draw slate approx. 3" thick approx. 6'x6' seperated from the roof while he was bolting the roof between the face,rib/ATRS knocking him down and pinning his head (only) to the floor within his hard hat.Took to hospital for treatment,cat-scan found no injuries,just slight bruise to left temple area,rtw
Carroll Hollow Mine Coal
Carroll Hollow Mine tiene $15K en multas propuestas de MSHA y $38 pendientes en 0 expedientes impugnados, ademas del muestreo de salud y el registro completo de incidentes.
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Avísenme cuando se presente un nuevo incidente de la MSHA en Carroll Hollow Mine.
- Muertes
- 0
- Incidentes totales
- 23
- Años en registro
- 2004–2008
- Último incidente
- May 2008
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Esta tasa son las citaciones registradas divididas entre las horas de inspección de la MSHA, por cada 100 horas. Refleja el esfuerzo de inspección, no el tamaño de la mina ni la producción.Carroll Hollow Mine tiene $15K en multas propuestas de MSHA y $38 pendientes en 0 expedientes impugnados.
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Las diferencias entre las multas propuestas y las pagadas reflejan tanto acuerdos y reducciones en conferencia como montos aun adeudados. Pendiente es el saldo que se debe actualmente.El muestreo de MSHA en Carroll Hollow Mine muestra un polvo respirable de carbon promedio de 0.97 mg/m3 (83% en cumplimiento) en 368 muestras.
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Una muestra es una medicion de cumplimiento en un momento dado, no un historial de exposicion individual. Estas cifras describen registros de muestreo de MSHA y no establecen causalidad ni dosis personal.ⓘ
Las cifras de polvo respirable de carbon y silice corresponden a instalaciones de carbon. El cumplimiento del polvo se mide frente a la norma actual de 1.5 mg/m3; se incluyen muestras anteriores a la norma de 2014, por lo que las tasas de cumplimiento son una senal historica aproximada.ⓘ
Citaciones por millón de horas-empleado reportadas. Las tasas comienzan en el año 2000, cuando inician los datos trimestrales de empleo de la MSHA; los incidentes anteriores se cuentan pero no pueden ajustarse por tasa. Los trimestres con menos de 100,000 horas reportadas se muestran en gris: muy pocas horas para una tasa estable.| Trimestre | Horas trabajadas | Citaciones | S&S | Por 1M hrs |
|---|---|---|---|---|
| 2008 Q2 | 13,018 | 1 | 0 | 76.8 |
| 2008 Q1 | 16,164 | 12 | 5 | 742.4 |
| 2007 Q4 | 14,667 | 6 | 0 | 409.1 |
| 2007 Q3 | 16,632 | 3 | 0 | 180.4 |
| 2007 Q2 | 17,487 | 4 | 2 | 228.7 |
| 2007 Q1 | 14,520 | 8 | 2 | 551.0 |
| 2006 Q4 | 14,050 | 3 | 1 | 213.5 |
| 2006 Q3 | 15,858 | 13 | 3 | 819.8 |
Mostrar 18 trimestres anteriores Ocultar trimestres anteriores
| Trimestre | Horas trabajadas | Citaciones | S&S | Por 1M hrs |
|---|---|---|---|---|
| 2006 Q2 | 16,622 | 5 | 1 | 300.8 |
| 2006 Q1 | 13,786 | 6 | 4 | 435.2 |
| 2005 Q4 | 13,118 | 4 | 3 | 304.9 |
| 2005 Q3 | 13,562 | 3 | 1 | 221.2 |
| 2005 Q2 | 13,723 | 6 | 5 | 437.2 |
| 2005 Q1 | 12,611 | 4 | 1 | 317.2 |
| 2004 Q4 | 16,396 | 1 | 0 | 61.0 |
| 2004 Q3 | 15,379 | 6 | 1 | 390.1 |
| 2004 Q2 | 17,343 | 2 | 1 | 115.3 |
| 2004 Q1 | 12,069 | 7 | 2 | 580.0 |
| 2003 Q4 | 9,510 | 3 | 0 | 315.5 |
| 2003 Q3 | 7,391 | 2 | 2 | 270.6 |
| 2003 Q2 | 10,009 | 1 | 1 | 99.9 |
| 2003 Q1 | 9,659 | 9 | 7 | 931.8 |
| 2002 Q4 | 8,426 | 11 | 2 | 1305.5 |
| 2002 Q3 | 4,438 | 3 | 2 | 676.0 |
| 2002 Q2 | 1,657 | 0 | 0 | 0.0 |
| 2002 Q1 | 1,356 | 0 | 0 | 0.0 |
Incidentes reportables
23 en archivo2008 · 4 incidentes
Roof fall 3-left panel #2 entry intersection crosscut #5 outby 30',total length approx. 50', 5' in height, no equiptment involved, no one injured.
Roof fall in 1-Left Submain Crosscut #1, #2 enrty intersection 20' wide, 40' long, 5' high from wall in 2-1 over to 2-3. just above roof bolts. No one injured,
Miner was throwing belt structure into a scoop bucket, when the bottom stand of the structure he threw bounced off the bucket of the scoop and hit him in the left eye, causing swelling around the eye socket and redness in the eyeball.
2007 · 11 incidentes
Roof fall Break 49 crosscut between #3 and #4 entries of the North Submain above normal roof bolt anchorage. Did not affect ventilation, no equipment involved, no one injured.
Roof fall in #2 entry between Break #9 & #10, approx. 40' x 20' by 11' high. Does not affect ventilation, no one injured and no equipment involved. Found by employee during his preshift examination.
Employee was helping do a belt move on section; when he reached to pick up a stand for low style belt structure, throwing it into place he felt a pain in his lower back. Injury to lower back.
Roof fall above roof bolt anchorage, intersection of Crosscut 49, #4 entry, North Submain. Fall dimensions 20'LX 25'WX 5' H. No one injured, no equiptment involved
Roof fall at B-54 North submain between crosscut 3-4 blocking the entry leading to 7-Rt submain. Fall approximately 15-18' wide 30' long 6-8' in height above 6' bolt anchorage at that location, fall did not enter either intersection. Area developed approx. 12/01/06. No one injured, no equiptment involved
Roof Fall North Sub-Main B-22 intersection of #4 entry, approximately 75' long,18-20 wide, 5-7' height, above anchorage. None injured, fell on waterline and mine power feeder line. Did not affect ventilation, neutral entry.
Roof Fall very end of 10 Rt. submain at old face of #5 enrty @ B-27, inby return travelway. 20'X20' wide, approximately 4 feet high. Did not affect ventilation. No one injured and no equipment involved. Found by foreman during his shift at 3:40 a.m.
Right side bolter operator was attempting set an extra bolt along the right rib and the bolter drillhead would not reach to that location, the left side bolter operator attempted to move the bolting machine so it would reach and it jumped pinning the right leg (kneeling position) against the floor, severly bruising the top of his right leg muscle
Roof Fall North Submain Break#40 #5 enrty diagonal across intersection approximately 4 feet high, (just above bolt anchorage), 10 feet wide and 25 feet long. Did not affect ventilation. No one injured and no equiptment damage.
Roof fall above bolt anchorage, intersection of #4 entry B-53 North Submain. No persons involved. Area dangered off. Propsetter posts put in adjacent crosssuts and entryway to support brow area of fall and block access to fall area.
Roof fall above anchorage ,Main Belt Line Entry at intersection of #1 cross-cut, near portal entrance
2006 · 2 incidentes
A roof fall occured at Break 45 of the North Submains, starting at the left hand rib line of the #3 enteryand proceeded through the crosscut to the #2 entry and throught the intersection of the #2 entry and stopped at the stopping wall between the #1 and#2 entries approximately 6 feet in height.
Employee had just taken the scoop off of the underground scoop charger when a 2' x 2' x 4" piece of draw rock dropped from inbetween the bolt pattern and caught him in the front left shoulder area and chest. Area was scaled to correct any future problems.
2005 · 4 incidentes
To bend back into place a damaged cover/guard on the section conveyor tail piece with a pry bar, the bar slipped causing him to fall backwards. Upon landing on his back, he landed on a pair of vise grip pliers on his tool belt, which stayed in a vertical position upon impact, injuring his rib.
THE CREW WAS CLEANING UP A ROOF FALL, A 4" THICK SLAB OF ROCK 4' BY 3' SLID OFF OF THE ROOF FALL AND HIT EMPLOYEE IN THE BACK OF HIS RIGHT LEG SEVERAL INCHES ABOVE HIS ANKLE. THE ROCK BROKE HIS ANKLE AND KNOCKED HIM DOWN.
FACE FALL OF #5 ENTRY B-12, 3-RIGHT PANEL OFF OF 1-RIGHT SUBMAIN. DUE TO GEOLOGIC CONDITIONS ASSOCIATED WITH AN ABANDONED CHANNEL DEPOSIT ABOVE THE COAL, THE FALL FELL ON THE FRONT OF THE MINING MACHINE AS IT OPENED UP THE INTERSECTION OF THE #5 ENTRY FROM 4-5 BREAK 12 (B-12) CROSSCUT. THE FALL PROCEEDED OUTBY OVER THE MINER FROM 5-4ENTRIES INTO A 2-WAY INTERSECTION IN #4.
Upon doing pre-shift for Sunday midnight shift, foreman found a rooffall which partially covered the inby end of the roof bolting machine in by B-15 of #3 entry of the L left panel of the L-left submains. Due to face conditions found during end of Friday night afternoon shift, equipment was pulled back from faces. Fall fell above 42" resin bolts.
2004 · 2 incidentes
Roof fall in face and intersection of #3 entry, break 2, 3-2 xcut to the left, 1-left mains development. Intersection and faces were ok at pre-shift inspection. No one on section during shift due to work needed outside. Upon returning to faces, fall found. Roof material found laying against back of bolter parked in 3-2 break 2 xcut to left.
BOLTER OPERATOR PULLED INTO THE CUT, SET HIS TRS AND PREPARED TO DRILL HIS FIRST BOLT HOLE WHEN A PIECE OF ROOF ROCK ABOUT 100 LBS. FELL FROM THE ROOF, CATCHING HIM IN THE BACK OF THE NECK AND SLIDING DOWN HIS ARM HITTING HIS HAND AGAINST THE BOLTER.
The full compliance file on Carroll Hollow Mine
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.