Email me when a new MSHA incident is filed at No 2 (1).
LEAD ON FRAME [...] & HAND WAS IN CLOSE PROXIMITY. HE WAS WORKING ON A LIGHT SWITH. ACCIDENT OCCURRED WHILE TROUBLE SHOOTING ON SWITCH. HE TEMPORARILLY TOOK GLOVES OFF TO SWITCH AMPUNATOR WHEN INJURY OCCURRED.
SHUTTLE CAR WAS LEAVING MINER WHEN IT HOOKED THEMINER CABLE PULLING EE'S FOOT FROM UNDER HIM EE POSSIBLE INJURED HIS BACK. ALSO HIS RIBCAGE WAS INJURED COULD BE BADLY BRUSIED.
MINER IN #3 HEADING; MINER WAS FINISHED WITH CUT & STARTED BACKING OUT; ONE OF THE CAT TRACKS HUNG, CAUSING THE MINER TO SWING INSTANTLY; THE OPERATOR GOT HIS HAND PINCHED BETWEEN THE MINER & THE RIB; THE REMOTE BOX & HIS HAND WAS CRUSHED; HIS HAND WAS BADLY BRUISED WITH SEVERAL LACERATIONS.
THE OPERATOR OF THE ROOF BOLTER SWUNG HIS DRILL BOOM TOWARDS THE RIB. HIS FOOT BECAME WEDGED BETWEEN THE BOOM AND SHALE ROCK. HIS FOOT WAS BROKEN.
ROCK FELL OUT OF TOP AND HIT EEE ON THE HEAD & SHOULDER.
STEPPED ON CRIB BLOCK ANS TWISTED LEFT ANKLE.
RIB ROLLED & HIT EE ON TOP OF SHOUDER (MIDDLE)
HAD WIRE HANGING CABLE, WIRE STUCK IN LEFT EYE.
RIB ROLLED AND HIT HIM IN THE BACK.
HIT A HOLE AND PUSHED HIS HEAD AGAINST CANOPY.
SC CAR OPERATOR RAN OVER MINER OPERATORS RIGHT FOOT.
HOISTING BELT TOGETHER TO MAKE BELT SPLICE. HAD A MAN ON EACH SIDE OF BAR. HOIST DID NOT CATCH. ONE MAN LET LOOSE OF BAR AND HIT INJURED IN CHEST.
PUTTING SCOOP ON CHARGE. PIECE OF ROCK FELL HITTING LEFT HAND.
FALLS AT SPAD #744, 230'LX8'HX18'W.
IT FELL APPROX 1000 FT OUTBY WORKING FACE IN RETURN ENTRY 60 FT LONG, 18 FT WIDE & 7 FT THICKUSING 6 FT & 7 FT RESIN BOLTS
IT FELL IN #5 ENTRY OLD MAINS INTERSECTION-1 BREAK INBY SPAD #659 20 FT LONG, 20 FT WIDE & 20 FTTHICK. USING 6FT HIGH TECH POINT ANCHOR BOLTS
IT FELL IN 6 ENTRY 1 BREAK INBY SPAD 659 20 FT LONG 20 FT WIDE 18 FT THICK.
IF FELL IN THE MAINS SECTION. 1 BREAK INBY SPAD 602. 5' THICK, 20' LONG. WHE HAVE NOT BEEN WORKING THIS SECTION FOR ABOUT 2 MONTHS.
#5 ENTRY 350' OUTBY FACE 20' X 20' FALL AT SPAD #685. IT WAS IN THE MAINS SECTION WE HAVE NOT WORKED THIS FOR ABOUT 2 MONTHS.
#6 ENTRY, 200' OUTBY FACE AT SPAD 691. 20' X 20' FALL. IT WAS IN THE MAINS SECTION THAT HAS NOT BEEN WORKED FOR ABOUT 2 MONTHS.
MAINS # SPAD 559 ONE BREAK INBY 20'LX20'WX8'H.
IT FELL 2' TO 3' THICK, 50' TO 90' LONG, 18' WIDE. IT OCCURED IN THE #1 RETURN ENTRY 280' OUTBY SECTION DUMPING POINT.
ROOF FALL 1 BRK INBY 660 #3 ENTRY MAINS 170" LONG18' WIDE 6' TO 22' HIGH. FELL ABOVE ANCHORAGE OF ROOFBOLTS. TOP IS SHALE AND VERY LAMINATED. NO ACTUAL WAY TO SUPPORT. ROOFBOLTS WERE DOING THI R JOB.
ANOTHER EE AND EE WERE PULLING BELT OFF AND THE BELT PINNED EE AGAINST RIB CATCHING HIS LOWER RIGHT LEG.
#5 ENTRY AT SPAD #637. IT WAS DISCOVERED AT 1445. IT WAS CALLED IN A 0800 ON 11-07-96.
VIC OF SPAD 638 A FALL OCCURRED DISCOVERED AT 0830 BY FIREBOSS. PREV. REPORTED WITH 1 OTHER ON 10-21-96.
IT FELL AT SPAD #531 IN #3 ENTRY ON #4 BELT LINE. 80 FT. LONG, 18 FT. WIDE AND 5 FT. THICK. USING 5 FT. RESIN BOLTS.
A FALL OCCURRED AT VIC OF SPAD 608 ON 6-21. PREVIOUSLY REPORTE WITH OTHER FALL ON 10-21-96.
2 ROOF FALL VIC OF SPAD 638 DISCOVERED 1 DURING FIRE BOSS EXAM AT 8:30PM ON 6/20. A 2ND FALL AT 2AM ON 6/21. 1 FALL AT VIC OF SPAD 608 ON 6/21 APPROX 11AM. THESE FALL WERE CHECKED BY YOUR AGENCY REP, BOBBY BUTCHER
ROOF FALL FELL ABOVE ANCHORAGE 4' BOLTS WERE USED AS THE PRIMARY SUPPORT METHOD FELL WAS 0 TO 7 ' IN THICKNESS. THE FALL WAS LOCATED IN THE 1 ENTRY OF THE NORTHWEST MAINS IN THE INTERSECTION B ETWEEN SPAD 383 AND SPAD 393. FURTHERMORE THE FALL WAS OVER 800' FROM THE ACTIVE FACE.
RIB ROLL CAUGHT BOLT MAN ON LEFT LOWER LEG.
RIB ROLLED OFF & HIT LEG & ARM.
ROOF FALL 0 TO 3 FT. 20' X 30' IN NO. 7 HDG. 1 1/2 BRKS INBY SPAD S3 PRIMARY ESCAPEWAY. TOP FALL 3 FT. THICK. IT WAS BOLTED WITH 4' CONVENTIONAL BOLTS. CRIBBED AND TIMBERED OVER FALL WITH IN 8 HRS. OF FINDING FALL. SECTION WAS IDLE. 3400 OUTBY FACE.
ROOF ON BELT LINE INBY 2 HEAD, ROCK WAS IN LAYERS, HAD A LOT OF WATER COMING THRU TOP. FELL ONTO 6' 30X30 BOLTED WITH 7' GLUE FELL ON BRK. INBY SPAD 36.
THE BUGGY RAN OVER RIGHT ANKLE.
ROOF FALL INTERSECTION AT SPAD 58 IN NO. 6 ENTRY. APPROX 500' OUTBY FACE AREA. TOP FELL AT POIN OF ANCHOR 7' CONVENTIONAL BOLTS.
ROOF FALL FELL ABOVE SUPPORT--TOP FELL 4' AT POINT OF ANCHOR (4' BOLTS). NO. 5 ENTRY 20' OUTBY SPAD 59. 30' LONG, 18' WIDE.
LIFTING TIMBER TO SET ON ROADWAY, SAID HE HURY HIS LOWER BACK.
PULLING CURTAIN DOWN CAUGHT RIGHT HAND AGAINST ROOF BOLT, CUT AND BRUISED RIGHT HAND.
HIGH WALL COLLASPED TRAPPING EMPLOYEE FOR APPROX 4 HOURS. HE WAS NOT INJURED. A DECISION OF 4' ABOVE WILL BE MADE AFTER FURTHER INVESTIGATION. WE HAD TO REOPEN WITH IN 10 DAYS.