A UNINTENTIONAL ROOF FALL WAS AT STATION SPAD 358 ON 3 LEFT AT INTERSECTION IN #1 ROOM. FALL WAS 16FT H, 18FT L 18FT WIDE. THIS FALL WILL NOTBE CLEANED UP. IT WAS BOLTED WITH 8FT POINT ANCH OR BOLTS AND (7) 12 FT SUPER BOLTS.
Mine No 1 Coal
Registro de la MSHA sobre Mine No 1 (ID de mina 4406849). Muertes, incidentes no mortales agrupados por año, operador y controlador actuales, y contexto de la mina.
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Avísenme cuando se presente un nuevo incidente de la MSHA en Mine No 1.
- Muertes
- 0
- Incidentes totales
- 21
- Años en registro
- 1996–1997
- Último incidente
- Sep 1997
Incidentes reportables
21 en archivo1997 · 19 incidentes
TAKING DOWN OVERCAST. ROCK FELL BETWEEN BOLTS CATCHING HIS RIGHT HAND BETWEEN OVERCAST AND ROCK.
UNINTENTIONAL ROOF FALL 60' INBY SPAD 338 IN #2 ENTRY ON B LEFT OFF EAST MAINS. FALL WAS 25'WX25'LX13'H. AREA WAS BOLTED WITH 8' POINT ANCHOR BOLT AND 27-12' SUPER BOLTS PLUS CRIBBED FALL WI LL NOT BE CLEANED UP.
EE STATED HE HAD INSTALLED 8' BOLT INTO HOLE AND TORQUED IT. WHEN HE DROPPED THE PINNER HEAD DOWN THE BOLT FELL OUT OF THE HOLE AND STRUCK HIM ON THE RIGHT MIDDLE FINGER. THE BOLT HAD BROKEN I NTO AT THE BEND PLACE MADE IN THE BOLT AT THE FACTORY.
ROOF FALL WAS IN #1 ENTRY ON WEST MAINS 1900' OUTBY FACE AREA. FALL WAS 60' OUTBY SPAD 153. FALL 10' TO 20'L, 18'W, & 12'H. AREA WAS BOLTED WITH 8' POINT ANCHOR ROOF BOLTS. FALL WAS CRIBBED OF F & TIMBERED & DANGERED OFF. WILL NOT BE CLEANEDUP.
AN UNPLANNED ROOF FALL ABOVE THE ANCHORAGE ZONE. FALL WAS IN THE MAIN WEST RETURN APPROX 30' INBY SPAD 20. THE AREA WAS SUPPORTED WITH 8' BOLTS. FALL IS 45'L, 18'W, & 10'H. FALL WAS TIMBERED & DANGERED OFF. WILL NOT BE CLEANED UP.
FALL WAS 1 LEFT NUTURAL #2 ENTRY FALL WAS 25'L, 18'W, & 10'H. THIS FALL WAS 10' OUTBY SPAD 34. FALL WAS TIMBERED & DANGERED OFF. FALL WILL NOT BE CLEANED UP.
AN UNPLANNED ROOF FALL WAS IN NORTH MAIN RETURN APPROX 60' OUTBY SPAD 212. FALL AS 30'L X 18'W X 10'H. FALL WAS TIMBERED & DANGERED OFF. WILL NOT BE CLEANED UP.
FALL WAS IN #6 HEADING RETURN SIDE NORTH MAINS SECTION AT SPAD 225. FALL IS 40' LONG 18' WIDE 10' HIGH. FALL WAS CRIBBED AND DANGERED OF. WILL NOT BE CLEANED UP.
AN UNINTENTIONAL ROOF FALL WAS AT NORTHWEST MAINS #4 ENTRY 30' INBY SPAD #220. THE FALL WAS 60' IN LENGTH, 18' WIDTH AND 10' IN HEIGHT. THIS FALL WILL NOT BE CLEANED UP.
UNINTENTIONAL ROOF FALL AT SPAD 243 ON NORTHWEST MAINS #3 ENTRY. FALL WAS 30' LONG, 18' WIDE, 12' HIGH. AREA WAS BOLTED WITH 8' POIN. HAS BEEN CRIBBED OFF AND DANGERED OFF. FALL WILL NOT BE CL EANED UP.
EE STATED HE WAS INSERTING GLUE INTO DRILL HOLE WHEN A ROCK FELL FROM THE TOP STRIKING HIM ON LEFT LOWER LEG. THE LACERATION REQUIRED SUTURES.
UNINTENTIONAL ROOF FALL ON NORTH MAINS 60 FT OUTBY FACE BETWEEN SPAD 230 & SPAD 229 INTERSECTION. FALL WAS 70 FT L, 18FT W, & 8FT HIGH. FELL ABOVE ANCHORAGE. AREA WAS BOLTED WITH 8FT POINT ANCHOR BOLTS. FALL WILL NOT BE CLEANED UP
UNINTENTIONAL ROOFALL AT SPAD 231, #1 ENTRY NORTH MAINS. FALL WAS 15 FT HIGH, 18FT WIDE AND 30 FT LONG. AREA WAS BOLTED WITH 8FT POINT ANCHOR BOLTS. FALL WILL NOT BE CLEANED UP.
#3 HEADING AN UNINTENTIONAL ROOF FALL AT INTERSECTION BETWEEN SPAD 176 AND 169. THIS AREA WAS SUPPORTED WITH 8' POINT ANCHOR ROOF BOLTS. IT FELL ABOVE ANCHORS. FALL WAS 70 FT LONG 18 FT WIDE A ND 8 FT TALL.
#2 ENTRY UNINTENTIONAL ROOF FALL AT CROSSCUT BETWEEN #2 ENTRY AND #1 ENTRY ON 1 LEFT OFF WEST MAINS AT SPAD #41. FALL WAS 6'L, 18'W, 10-12'H. AREA WAS SUPPORTED WITH 8' POINT BOLTS. FALL WAS D ISCOVERED ON WEEKLY EXAM. FALL WILL NOT BE CLEANED UP.
UNINTENTIONAL ROOF FALL ON 2 LEFT OFF WEST MAINS IN LAST OPEN CROSSCUT IN #5 ENTRY AT SPAD 121. FALL WAS 60'L, 18'W, 10-12'H. AREA WAS SUPPORTED WITH 8' POINT ANCHOR BOLT AND SPOTTED WITH 12' BOLTS. FALL WAS DISCOVERED ON WEEKLY EXAM. FALL WILL NOT BE CLEANED UP.
#3 HEADING. UNINTENTIONAL ROOF FALL AT INTERSECTION IN FACE. FALL WAS 90' INBY SPAD 64. THE AREA WAS SUPPORTED WITH 8' POINT ANCHOR ROOF BOLTS. IT FELL ABOVE BOLT ANCHOR. FALL WAS 18'W, 20'L, 16'H. WILL NOT BE CLEANED UP.
AN UNPLANNED ROOF FALL ABOVE THE ANCHORAGE ZONE.FALL WAS IN THE INTAKE ESCAPEWAY, APPROX. 180 FTINBY THE PORTAL. THE AREA WAS SUPPORTED WITH RESIN GROUTED TRUSS BOLTS AND SUPPLEMENTED WITH POI NT ANCHOR ROOF BOLTS.
1996 · 2 incidentes
HIGHWALL FELL OFF STARTING FROM OUTSIDE TO APPROX 20' INTO HEADING. THE FALL MEASURED 20'L, 18'W, & 8' TO 10' HIGH.
FALL OCCURRED BEGINNING AT HIG WALL & EXTENDING APPROX 18' UNDERGROUND IN THE #1 ENTRY. THE FALL MEASURED 18'L, 18'W, & 8' TO 10'H.
The full compliance file on Mine No 1
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.