EE WAS USING A TEMPORARY SCAFFOLD MADE OF BOARDSAND IT FELL
Mine No 10 Coal
MSHA record for Mine No 10 (mine ID 4003082). Fatalities, non-fatal incidents grouped by year, current operator and controller, and mine context.
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- Fatalities
- 0
- Total incidents
- 126
- Years on record
- 1995–1998
- Latest incident
- Sep 1998
Reportable incidents
126 on file1998 · 22 incidents
POOR ROOF.
ROOF FAILURE OCCURRED DUE TO A GEOLOGICAL FAULT IN THE MAIN ROOF. THE FALL WAS LOCATED IN THE NO. 2 ENTRY AT BREAK #54 ON THE #5 MAIN LINE CONVEYOR BELT. THE FALL MEASURED APPROX 40'L, 15' TO 17'W, 40L. [?]
ROOF FAILURE OCCURRED DUE TO A GEOLOGICAL FAULT IN THE MAIN ROOF. THE FALL WAS LOCATED IN THE NO. 2 ENTRY AT BREAK #36 ON THE 002 MAINS. THE FALL MEASURED APPROX 17' TO 19'W, 55'L, 6' TO 12'H.
ROOF FAILURE OCCURRED DUE TO A GEOLOGICAL FAULT IN THE MAIN ROOF. THE FALL WAS LOCATED IN THE #3 ENTRY APPROX 40' OUTBY SPAD #233 ON 002 MAINS. THE FALL MEASURED APPROX 16' TO 18'W, 70'L, 6' T O 15'H.
ROOF FAILURE OCCURRED DUE TO A GEOLOGICAL FAULT IN THE MAIN ROOF. THE FALL WAS LOCATED BEGINNING AT BREAK #36 ON THE 002 MAINS & EXTENDED INBY APPROX 40' TO THE NO. 1 ENTRY. THE FALL MEASURED APPROX 16' TO 18'W, 40'L, 6' TO 8'H.
FOOF FAILURE OCCURRED IN THIS AREA DUE TO A GEOLGICAL FAULT IN MAIN ROOF. THE FALL MEASURED APPROX 18'W, 50'L, BY 4' TO 6'H, & WAS LOCATED ONE BREAK INBY SPADS 214 & 215.
ROOF FAILURE OCCURRED IN THIS AREA DUE TO A GEOLOGICAL FAULT IN THE MAIN ROOF. THE FALL WAS LOCATED IN THE FIRST CROSSCUT INBY SPAD #107. THE FALL MEASURED APPROX 18'W, 30'L, 6'H.
ROOF FAILURE OCCURRED IN THIS AREA DUE TO A GEOLOGICAL FAULT IN THE MAIN ROOF. THE FALL WAS LOCATED OUTBY SPAD NO. 175. THE FALL MEASURED APPROX 18'W, 40'L, 6' TO 8'H, & WAS LOCATED ON THE BEL TLINE.
ROOF FAILURE OCCURRED IN THIS AREA DUE TO A GELOGICAL FAULT IN MAIN ROOF. THE FALL MEASURED APPROX 18'W, 180'L, BY 0' TO 12'H, & WAS LOCATED 2 BREAKS INBY SPAD #329 TO SPAD #370.
ROOF FAILURE OCCURRED IN THIS AREA DUE TO A GEOLOGICAL FAULT IN THE MAIN ROOF. THE FALL WAS LOCATED OUTBY SPAD #164. THE FALL MEASURED APPROX 17'W, 40'L, 5' TO 7'H.
ROOF FAILURE OCCURRED DUE TO A GROLOGICAL FAULT IN THE MAIN ROOF. THE FALL WAS LOACATED IN THE NO.5 ENTRY INBY SPAD 594 ON THE WEST MAINS. THE FALL MEASURED APPROX 16-18 FT WIDE BY 130 FT LONG AND HEIGHT IS UNKNOWN.
ROOF FAILURE OCCURED DUE TO A GEOLOGICAL FAULT IN THE MAIN ROOF. THE FALL WAS LOCATED 40' ILNBY SPAD NO. 484 IN THE #3 ENTRY OF THE MAIN LINE HEADINGS. THE FALL MEASURES APPROX 18'W, 40'L, BY 6' TO 15'H.
ROOF FAILURE OCCURRE DUE TO A GEOLOGICAY FAULT IN THE MAIN ROOF. THE FALL WAS LOCATED IN BREAK 13 ON THE 1ST NORTH AREA OF THE MINE. THE FALL MEASURED APPROX. 18 FT WIDE BY 70 FT LONG WITH HEI GHT UNKNOWN.
ROOF FALL OCCURRED DUE TO GEOLGICAL FAULT IN THE MAIN ROOK. THE FALL WAS LOCATED IN THE NO. 3 ENTRY APPROX 80' ONBY SPAD #711 IN THE WEST MAINS. THE FALL MEASURED APPROX 18'W, 90'L. & OF UNKNO WN HEIGHT.
ROOF FAILURE OCCURED DUE TO A GEOLOGICAL FAULT IN THE MAIN ROOF. THE FALL WAS LOCATED IN THE #5 ENTRY BEGINNING AT SPAD 712 & EXTENDING INBY APPROX 130' THE FALL MEASURE APPROX 17' TO 19'W, BY 130'L, BY HEIGHT UNKNOWN.
ROOF FAILURE OCCURED DUE TO A GEOLOGICAL FAULT IN THE MAIN ROOF. THE FALL WAS LOCATED IN THE #3 ENTRY AT BREAK #42 OF THE WEST MAINS. THE FALL MEASURED APPROX 18'W, 100'L, BY 6' TO 14' H.
ROOF FAILURE OCCUMED DUE TO A GEOLOGICAL FAULT IN THE MAIN ROOF. THE FALL WAS LOCATED IN THE CROSSCUT BETWEEN 4 AND 5 ENTRIES IN THE 15TH BREAK ON THE 1ST NORTH ABANDONED MAINS. THE FALL MEASU RED APPROX. 17 FT WIDE BY 40 FT LONG AND 8 FT LOHIGH.
ROOF FAILURE OCCUMED DUE TO A GEOLOGICAL FAULT IN THE MAIN ROOF. THE FALL WAS LOCATED IN THE NO.4 ENTRY INBY SPAD NO.531 IN THE WEST MAINS. THE FALL MEASURED APPROX. 16-18 FT WIDE BY 80 FT LON G AND 6-15 FT HIGH.
ROOF FAILURE OCCURRED DUE TO A GEOLOGICAL FAULT IN THE MAIN ROOF. THE FALL WAS LOCATED IN THE CROSSCUT BETWEEN THE NO. 3 & NO. 4 ENTRIES AT SPAD #662. THE FALL MEASURED APPROX 18'W, 20'L, & 6' TO 8'H.
MAJOR ROOF FAILURE OCCURRED IN THIS AREA DUE TO A GEOLOGICAL FAULT IN MAIN ROOF. THE FALL WAS LOCATED ONE BREAK OUTBY SPAD NO. 172 & MEASURED APPROX 18'W, 40'L, 5' TO 7'H.
EE WAS USING A HAND HELD ELECTRIC GRINDER, GRINDER HIT WELD AND KICKED BACK HITTING EE IN RIGHT LEGG.
1997 · 24 incidents
A ROCK FALL ON THE 3 BELT ENTRY. 40' LONG, 17' WIDE AND 6' TO 8' HIGH.
A ROCK FALL BEGINNING IN THE #2 ENTRY OF 2ND NORTH SECTION & FALLING THRU X-CUT TO LEFT WALL IN #1 ENTRY. THIS WAS IN THE 8TH X-CUT ON 2ND NORTH.
A ROCK FALL 6'-8' HIGH 17' WIDE X 20' LONG.
A RECURRENCE OF A PREVIOUS ROCK FALL @ BREAK #14 ON MAIN RETURN.
A ROCK FALL 150' INBY 002 SECTION SWITCH. THE FALL WAS 20' LONG BY 16' WIDE AND 8'-10' HIGH.
A ROCK FALL IN #3 ENTRY @ BREAK #51 ON #5 BELT.
AN UNINTENTIONAL ROOF FALL OCCURED AT BREAK#53 ON THE MAINLINE TRACK. IT MEASURED APPROX 55 FT L X 12 FT WIDE AND O' TO 6' HIGH.
AS THE EE WAS HOLDING UP THE ATRS PAD ONT HE ROOF BOLTING MACHINE WITH HIS LEFT HAND HE WAS ATTEMPTING TO USE A PRY BAR TO ELEVATE THE ENTIRE SYSTEM WHEN THE ATRS SLIPPED RESULTING IN HIS HAND BEING STRUCK.
A ROCK FALL 30' LONG 18' WIDE X 12' TO 14' HIGH.
THE INJURED EE WAS WORKING WITH 2 OTHER MINERS IN AN ATTEMPT TO LAY. THE 6" FRESH WATERLINE UNDERGROUND. AS THEY WERE PERFORMING THEIR JOB A PIECE OF ROCK MEASURING APPROX. 30"LONG X 18" WIDE X 6" THICK ROLLED OF THE RIB STRIKING THE EE ON THE FINGER TIPS.
A ROCK FALL 120'L 17' W, & UNKNOWN HEIGHT. THE FALL OCCURRED IN THE #4 ENTRY ON 004 SECTION BEGINNING SPAD #717 & EXTENDING IN-BY.
A ROCK FALL IN THE #4 ENTRY AT SPAD #705. THE FALL MEASURED 25' LONG, 17' WIDE, AND 7' HIGH.
A ROCK FALL IN THE #3 BELT HEADING ON 004 SECTION @ BREAK #21. THE FALL WAS 50 TO 60' LONG, 18' WIDE, AND WAS UNABLE TO DETERMINE HEIGHT.
THE EE WAS IN THE PROCESS OF PUTTING A DERAILED PERSONNEL CARRIER BACK ON THE TRACK. AS HE WAS PUSHING THE EQUIPMENT TO THE SIDE TO GET IT BACK ON THE RAIL, A LOOS LID CAUGHT THE LITTLE FINGER OF HIS LEFT HAND.
ROCK FALL ON THE 004 SECTION IN THE #4 ENTRY AT BREAK #21. FALL WAS 40'L, 18'W, 8'H.
WHILE SLIDING A CANADIAN HEAD JACK IN A HEITZMANN PROP, EMP CAUGHT FINGER IN A PINCH POINT THEREBY INCURRING INJURY.
A ROCK FALL 40' LONG 18 TO 20' WIDE 10-14' HIGH OCCURED IN THE 2 ENTRY 70' INBY SPAD 693 ON THE 004 SECTION.
AN UNINTENTIONAL ROOF FALL OCCURRED IN THE #3 (BELT) ENTRY IN BREAK #30 ON THE ACTIVE 002 SECTION. THE FALL MEASURED APPROX. 20' LONG X 18' WIDE X 15-20 HIGH.
AN UNINTENTIONAL ROOF FALL OCCURRED ONE BREAK INBY SPAD #653 IN THE #4 ENTRY IN THE INTERSECTION. THE FALL MEASURES APPROX. 30' LONG X 20' WIDE X 15' HIGH. IT HAD BEEN SUPPORTED WITH 6' TENSIO N REBAR ROOF BOLTS AND METAL ROOF STRAPS.
AN UNINTENTIONAL ROOF FALL OCCURRED IN THE 001 MAINS AREA, #4 ENTRY APPROX. 200 FT. INBY SPAD #32 IN THE INTERSECTION. THE FALL MEASURES APPROX. 15' LONG X 12' WIDE X 6'-8' HIGH. THE AREA HAD BEEN PREVIOUSLY SUPPORTED WITH 6 FT, FULLY GROUTED RESIN BOLTS WITH OVERSIZE BEARING PLATES AND STEEL ROOF STRAPS.
A PIECE OF DRAW FELL FROM BETWEEN ROOF BOLTS ANDSTRAPS AND STRUCK THE SHUTTLE CAR OPERATOR ON THE ARM.
A ROOF FALL OCCURRED IN THE #5 ENTRY APPROX 100' OUTBY SPAD #485 IN THE MAINS. THE FALL MEASURED APPROX 16'WX25'LX 1 TO 6'H.
THIS EE ORIGINALLY SUSTAINED A KNEE INJURY AT THE MINE SITE ON 1-30-97. HE INJURED HIS KNEE WHEN HE TRIPPED ON A PIECE OF HIGH VOLTAGE CABLE AS HE W3AS PULLING SLACK (THE CABLE WAS LOOSE-ENDED , NOT ENERGIZED). ON 7-7-97 HE AGGRAVATED HIS ORIGINAL KNEE INJURY BY LOSING HIS BALANCE AFTER STEPPING ON A PIECE OF COAL.
THE EMPLOYEE WAS INJURED WHEN HE WAS STRUCK BY APIECE OF DRAW ROCK WHICH STRUCK THE CANOPY OF THE ROOF BOLT MACHINE THEN GLANCED OFF AND STRUCK EMPLOYEE.
1996 · 62 incidents
AN UNINTENTIONAL ROOF FALL OCCURED OUTBY THE 002 SECTION IN THE INTERSECTION OF THE #4 HDG. IN THE SAME LINE OF BREAKS AS SPAD #498. THE FALL MEASURED APPROX 20' LONG X 16' WIDE X 10' - 15- HI GH.
THE EMPLOYEE WAS DRILLING A HOLE IN PREPARATION FOR THE INSTALLATION OF A ROOF BOLT WHEN A PIECE OF ROCK DISLODGED FROM THE ROOF STRIKING HIM ON THE RIGHT FOREARM. THE WOUND REQUIRED 7 STITCHE S.
THE EE ALLEGEDLY WAS PLACING A BOOM HINGE IN FOR A CONT MINER ON THE TOP OF THE MACHINE WHEN HE EXPERIENCED BACK PAIN
THE EE WAS A CONTINUOUS MINEROPERATOR WHO TRIPPED OVER THE MINER TRAILING CABLE THERBY RESULTINGIN A LOST TIME ACCIDENT DUE TO INJURY
A ROCKFALL 30' L, 6' TO 8' HIGH AND 18' WIDE
A ROOF FALL WAS DISCOVERED IN THE 5 ENTRY OF THE 002 MAINS APPROX. 100 FT INBY SPAD 164. THE FALL MEASURED APPROX. 70 FT LONG X 6-8 FT HIGH X 15-18 FT WIDE.
A ROOF FALL OCCURRED IN THE 4 ENTRY OF 002 MAINS ONE BREAK INBY SPAD 182. THE FALL MEASURED APPROX. 40FT X 17FT X 7-10 FT HIGH.
A ROOF FALL OCCURRED IN THE 5 ENTRY OF THE MAINS ONE BREAK INBY SPAD 66'. THE FALL MEASURED APPROX. 50' LONG X 16-18' WIDE X 7-10' HIGH.
A ROOF FALL OCCURRED IN THE FIRST RIGHT AREA. OFF THE MAINS AS SPAD 183 IN AN INTERSECTION THE FALL MEASURED APPROX. 40' LONG X 8-10' HIGH X 18 FT WIDE.
A ROOF FALL WAS DISCOVERED APPROX. 30 FT INBY SPAD 236 IN THE 1ST RIGHT OFF THE 1ST LEFT OFF THE 1ST RIGHT OFF THE MAINS AT SPAD 236. THE FALL MEASURES APPROX. 40' L X 18'W X 6-8' FT HIGH.
A ROCK FALL IN THE 3 ENTRY BEGINNING 100' INBY SPAD 558 AND FALLING INBY FOR A DISTANCE OF 70' THE ROCK FALL IS 15' WIDE AND 15' HIGH THE FALL CONSISTED OF A SOFT SHALE WITH SANDSTONE STREAKS.
A ROOF FALL WAS DISCOVERES INT HE NO.3 BELT ENTRY OF THE OLD 003 SECTION RIGHT HAND PARALLEL MAINS STARTING APPROX. 2 BREAKS INBY SPAD 229. THE FALL MEASURED APPROX. 600 FT LONG X 17-19 FT WID E AND OF UNDETERMINED HEIGHT.
A ROOF FALL WAS OLD 003 RIGHT SIDE PARALLEL MAINS 5 ENTRY APPROX. 50 FT OUTBY SPAD 419. THE FALL MEASURED APPROX. 60-80'LONG X 18FT WIDE X UNDERTERMINED HEIGHT.
A ROOF FALL OCCURRED INT HE 3 ENTRY OF ABNDONED 002 MAINS IN THE INTERSECTION AT SPAD 366. THE FALL MEASURED APPROX. 8-10' HIGH X 30' LONG X 20' WIDE AND EXTENDED IN CROSSOUT APPROX. 10 FT.
A ROOF FALL WAS DISCOVERES IN BREAK 60 IN THE 3 ENTRY OF THE ABANDONED 002 MAINS WHICH MEASURED APPROX. 50 FT LONG X 18 FT WIDE X 4 TO 8 FT HIGH.
A FALL OCCURRED INT HE INTERSECTION OF THE NO. 1 ENTRY OF 002 MAINS ON BREAK OUTBY SPAD 217. THE FALL MEASURES APPROX. 30 FT LONG X 18 FT WIDE X 7-10 FT HIGH.
A ROOF FALL OCCURRED IN BREAK 30 ON THE 002 MAINS THAT EXTENDED FROM THE 2 LEFT BREAK. AND THRU THE BREAK TO THE EDGE OF THE INTERSECTION IN 1 ENTRY. THE FALL MEASURES 100' LONG X 18' FT SIDE AND UNDETERMINES HEIGHT.
A ROOF FALL WAS FOUND IN THE 1 ENTRY OF 002 1ST LEFT CROSSOVER SUB MAINS APPROX. 80- FT INBY SPAD 50. THE FALL MEASURED APPROX. 70 FT LONG X 17 FT WIDE X 15 FT HIGH.
A ROOF FALL OCCURRES IN THE 3 ENTRY OF THE ABANDONED 002 MAINS ONE BREAK OUTBY SPAD 404. THE FALL MEASURED APPROX. 40' LONG X 8-10' HIGH X 18' WIDE.
ROCK FALL IN THE #2 ENTRY, 002 SECTION. THE FALL MEASURED 30' LONG, 15'-16' WIDE AND 12-15' HIGH.
A CONTINUATION OF A ROCK FALL REPORTED ON 9-4-96. THEIR WAS NOT DAMAGE OR IMPAIRMENT TO PERSON'S OR EUQIPMENT.
A ROOF FALL OCCURRED IN THE #2 ENTRY OFF 002 SECTION STARTING 80' OUTBY SPAD 234. THE FALL MEASURED 14-17' WIDE/0-6' THICK AND 50' LONG.
A ROCK FALL 100' INBY SPAD #433/ THE ROCK FALL BEGAN 100' INBY SPAD #433 AND FELL INBY FOR AN UNKNOWN DISTANCE. THE FALL WAS 17-19' WIDE AND HEIGHT WAS UNDETERMINED BUT WAS ABOVE ANCHORAGE.
A ROCK FALL BEGINNING 40' INBY SPAD #443 & FALLING INBY FOR A DISTANCE OF 60'. THE FALL WAS 14-16' WIDE AND 6-10' HIGH.
A ROOF FALL OCCURRED ON THE 002 SECTION IN THE NO. 4 HEADING IN THE INTERSECTION AT SPAD NO.'S 521 AND 524. THE FALL MEASURED APPROX. 15-16'--0-8' THICK AND APPROX 40' LONG.
A ROOF FALL OCCURRED IN THE #3 (BELT) ENTRY ON THE 002 SECTION. THE FALL STARTED AT SPAD #519 AND EXTENDED OUTBY FOR A DISTANCE OF APPROX 30 FT LONG 17 TO 18 FT WIDE AND 10 FT HIGH.
ROOF FALL WAS DISCOVERED IN THE RETURN AIRWAY ALONG THE #7 BELT IN THE #1 ENTRY 1 BREAK INBY SPAD #217. FALL WAS IN AN INTERSECTION AND MEASURESAPPROX 7-8'H, 18'W.
ROOF FALL OCCURRED IN THE #2 ENTRY RETURN AIRWAYOFF 002 SECTION 1 BREAK INBY SPAD #287. IT MEASURED APPROX. 16'W, 7'H, 80'L.
A ROOF FALL OCCURRED ON THE 002 SECTION AT SPAD 506 IN THE INTERSECTION OF THE BELT ENTRY. IT MEASURED APPROX. 16 FT WIDE 8 FT HIGH AND 20 FT LONG.
A ROOF FALL OCCURRED IN THE #4 ENTRY ON THE 0003SECTION IN THE INTERSECTION AT SPAD #500. THE FALL MEASURES APPROS 17 FT WIDE, 30FT LONG AND 8 FT HIGH.
EE WAS ALLEDGEDLY STRUCK BY A PIECE OF DRAW ROCK WHILE WAITING AT THE TRACK FOR A RIDE.
A ROOF FALL OCCURED ON THE 002 SECTION IN THE # 3 (BELT) ENTRY TWO BREAKS INBY SPAD #496. IT MEASURED APPROX 8 FT HIGH, 30FT LONG, AND 16 FT WIDE.
ROCK FALL 18'W, 6'H, 60'L, BEFINNING AT THE FACE OF THE #3 ENTRY AND EXTENDING OUT BY TO WITHIN 110' OF SPAD #470 IN THE FUTURE MAINS AREA TO THE LEFT OF 002.
ROCK FALL 18'W, 7'H, 60'L. FALL OCCURRED IN THE #4 ENTRY AT BREAK #30 OF THE ABANDONED 001 MAINSINBY SPAD #79.
ROCK FALL 18'W, 6'H, 80'L, BEFINNING IN AN INTERSECTION AT BREAK #30 IN THE #3 ENTRY OF ABANDONED 001 SECTION. (OLD MAINS)
A ROOF FALL OCCURRED ON THE 002 SECTION INT EH BELT ENTRY AT SPAD #469. THE FALL WAS IN AN INTERSECTIONA DN MEASURES APPROX 20'WX18'LAND 3 TO 4'T.
A ROOF FALL OCCURRED IN THE #2 ENTRY OF THEMAINS IMMEDIATELY VERY SPAD NO. 112. THIS AREA HS PREVIOUSLY BEEN BOLTED WITH 6' TENSION REBAR BOLS, STRAPPED, CRIBBED AND HAD HEITZMANN PROPS INSTA LLED.
A ROCK FALL 9' IN HEIGHT 14' TO 16' WIDE AND 60' LONG, BEGINNING AT THE FACE OF THE #0 HEADING ON THE 003 WORKING, SECTION. THE AREA OF ROCK FALL WAS CRIBBED OFF & DANGERED OFF.
INJURED EMP WAS STRIKING A METAL COUPLIN WITH A HAMMER IN AN EFFORT TO REMOVE THE COUPLIN FROM THE SHAFT WHEN A PIECE OF METAL DISLODGED FROM THE COUPLING AND STRUCK THE EMP.
EMP WAS RELEASING A COME A LONG WHEN THE JACK BAR SLIPPED OUT OF THE UNIT AND THE EMPLOYEE PINCHED HIS HAND IN THE COME A LONG.
EMP WAS CUTTING THE POWER CABLE FOR A WATER PUMPWHEN THE UTILITY KNIFE CUT HIS RIGHT THIGH, REQUIRING STITCHES TO CLOSE THE LACERATION.,
THE EMPLOYEE WAS STRUCK ON THE FOOT BY A ROCK.
ROOF FALL OCCURRED IN THE #4 (INTAKE) ENTRY GOING TOWARD 002 SECTION ONE BREAK INBY SPAD #209. IT FELL IN AN INTERSECTION THAT WAS SUPPORTED WIHT 6' TENSTION REBAR BOLTS, METAL ROOF STRAPS AND CRIBS.
ROOF FALL OCCURRED IN THE #3 ENTRY ON 003 SECTION APROX 110 FT INBY SPAD #417 AND EXTENDING APPROX 100' TO THE SOLID COAL FACE.
WHILE INSTALLING ROOF BOLTS AT THE FACE ON 003 SECTION, A PIECE OF ROCK FELL AND STRUCK THE EMPLOYEE ON THE LEFT ARM.
A ROCK FALL 90'LX17'WX12'TO 20'H OCCURED IN THE #2 ENTRY OF ABANDONED 003 SUB-MAINS 1 BREAK INBY SPAD #288. THE ROCK FALL CONSISTED OF A SOFT SHAKE WITH SANDSTONE STREAKS.
THE INJURED EE WAS DRILLING A HOLE IN THE MINE ROOF IN PREPARATION FOR INSTALLING A 5/8" FULLY GROUTED TENSION REBAR BOLT 6' IN LENGTH. A PIECE OF ROCK WAS DISLODGED, BOUNCED OFF THE ROTATING DRILL HEAD & STRUCK THE EE IN THE MOUTH.
A ROOF FALL 20' LONG 12' WIDE 4' HIGH OCCURRED ION THE #2 ROADWAY 1 BREAK INBY SPAD #331 ON 003 SECTION (OUTBY). THIS AREA WAS CRIBBED OFF PRYOR TO THE ROOF FALL.
A ROOF FALL OCCURRED IN THE NO. 4 ENTRY ON THE 002 SECTION IN APPROX. BREAK #59. THE AREA WAS CRIBBED OFF.
A ROOF FALL OCCURRED ON THE 002 SECTION IN THE #3 (BELT) ENTRY APPROX. ONE BREAK INBY SPAD #321. THE FALL MEASURED APPROX. 17 FEET WIDE X 25' LONG X 10' HIGH.
THE MINE ROOF IN AREA OF ROCK FALL CONSISSTED OFA SOFT SHALE WITH SANDSTONE STREAKS WITH ABNORMAL FORMATION. THIS FALL OCCURRED IN AN UNBOLTED FACE AREA FALLING OUTBY PULLING 2 ROWS OF 6' TENS ION ROOF BOLTS WITH OVERSIZED BEARNING PLATES. THE FALL OCCURRED IN THE #2 HEADING OF THE ABANDONED 003 SUBMAINS.
THE MINE ROOF IN AREA OF ROCK FALL CONSISTED OF A SHALE AND SANDSTONE MIXTURE WITH ABNORMAL FORMATION (NO LAYERING). THIS AREA WAS SUPPORTED WITH 6' TENSION ROOF BOLTS, OVERSIZED BEARING PLATE S AND METAL STRAPS. THE FALL OCCURRED IN THE NO. 4 ENTRY TWO BREAKS INBY SPAD #310 IN THE 003 SUBMAINS.
THE FALL MEASURES APPROX 19 1/2' W, 50'L, 10'H. OCCURRED IN THE #3 ENTRY ALONG #5 BELT AT SPAD #300. THE ROOF CONSISTS OF A SOFT TO MEDIUM SHALE WITH HARD STREAKS.
THE ROOF CONSISTED OF A SHALE/SANDSTONE MIXTURE AND WAS PERMANENTLY SUPPORTED WITH 6' TENSION REBAR ROOF BOLTS. THERE WERE SOME SLICK N SIDES OBSERVED, ALSO, IN THE AREA.
THE EE WAS WALKING DOWN THE NO.2 ENTRY ON THE 002. SECTION WHEN HE STRUCK HIS HEAD ON A ROOF BOLT.
A ROOF FALL OCCURRED ON THE 002 SECTION 3 BREAKS INBY SPAD 233 IN THE NO. 3 ENTRY. THE FALL MEASURES APPROX. 18' WIDE, 1' TO 8' HIGH AND 37' LONG.
EMPLOYEE WAS ATTEMPTING TO PLACE A BELT SPLICE TEMPLATE ON TOP OF A CONVEYOR BELT IN PREPARATIONFOR A BELT SET UP WHEN HE CAUGGHT THUMB IN PINCHPOINT BETWEEN TEMPLATE AND RIGID BELT STRUCTURE.
ROOF FALL OCCURRED OUTBY FACE OF THE IDLED 001 SECTION IN THE BELT ENTRY OF 2ND RT ROOMING PANELTHE FALL MEASURED APPROX 18'W, 25'L, 6-7'H. IMMEDIATE ROOF CONSISTED OF A LAMINATED SHALE WITH S ANDSTONE STREAKS.
ROOF FALL OCCURRED OUTBY THE FACE OF THE #3 ENTRY ON IDLED NON PRODUCING 001 SECTION. FALL STARTED APPROX 100' OUTBY THE FACE AND MEASURED APPROX 18'W, 100'L, 5-6'H. IT OCCURRED IN AN AREA PRE VIOUSLY SUPPORTED WITH METAL ARCHES. THIS IS AN AREA OF A PREVIOUS FALL.
EE WAS BUILDING A BRATTICE OUT OF 6"X12" BLOCK WHEN THE STACKED BRATTICE FELL OVER AND A BLOCK STRUCK THE EE ON HIS RIGHT THUMB.
ROOF FALL 36-38'L, 16-18'W, 6-8'H, OCCURRED IN THE #2 ENTRY IN INTERSECTION AT SPAD #43. THIS IS ON 001 MAINS. FALL CONSISTED OD LT GREY SHALE WITH SANDSTONE STREAKS.
ADVERSE ROOF WITH SAND STONE STRICKS.
1995 · 18 incidents
A FALL OF ROOF OCCURRED IN THE NO. 2 ENTRY APPROX. 75-80 FEET INBY SPAD #200 ON THE 003 SECTION. THIS FALL MEASURED APPROX. 6'-7' HIGH X 16'-18' WIDE X 20' LONG. THIS FALL WAS ABOVE THE ANCHOR AGE HORIZON.
EMPLOYEE WAS TAKING J-HOOK LOOSE WHEN CABLE CAME LOOSE IN ANOTHER LOCATION AND FELL, JERKING J-HOOK ACROSS FINGER.
EE WAS WALKING DOWN BELT LINE WHEN HE STEPPED ON A 4" WATER LINE CAUSING HIM TO FALLAND TWISTED L KNEE.
EE WAS OPERATING A SCOOP WHEN SCOOP MOVE AND SCOOP BUCKET SLID OFF LEVEE, JARRING EE.
A FALL OF ROOF OCCURRED IN #5 ENTRY BETWEEN #15 AND #16 BREAK. THIS FALL WAS APPROX 50' L 16' TO18' W AND 2' TO 6' H.
A FALL OF ROOF OCCURRED IN THE #3 ENTRY FROM THE SECTION TAILPIECE INBY FOR APPROX: 180' TO 200' L. 5.5' TO 10.5 H AND18' WIDE.
EMPLOYEE WAS MOVING RESIN FROM THE REAR OF HIS ROOF BOLTING MACHINE WHEN HE ALLEDGELY HURT HIS BACK.
A RIB ROLLED OFF CAUSING A BROW TO FALL MEASURING APPROXIMATELY 15' LONG X 6' WIDE X 4 1/2' HIGH.
EMPLOYEE WAS PULLING BELT TOGETHER WITH HANDS AND ALLEGEDES FEELING A PAIN IN HIS RIGHT KNEE. NOTE: EMPLOYEE DID NOT MISS WORK UNTIL SURGERY IN OCTOBER.
A ROCK FALL OCCURRED IN THE NO. 3 ENTRY. THIS FALL MEASURED 30' LONG X 20' WIDE X 8' HIGH. NO INJURIES OCCURRED.
EMPLOYEE WAS USING A BAR TO PRY WITH WHEN THE BAR SLIPPED, STRIKING EMPLOYEE IN THE EYE.
ROCK FELL FROM BETWEEN BOLTS AND RIB STRIKING EMPLOYEE AND KNOCKING HIM FACE DOWN TO BOTTOM.
EE WAS MOVING A ROCK OFF HYDRAULIC HOSE WHEN A ROCK FROM THE ROOF FELL STRIKING EE RIGHT LITTLE FINGER.
A FALL OCCURRED THE #2 ENTRY INBY THE LO-LO TAILPIECE. IT MEASURES APPROX. 40. FT.LONG X 20 FT. HIGH X 19 FT. HIGH.
EMPLOYEE TURNED & RAN INTO A METAL ROOF STRAP THAT WAS DISLODGED FROM THE MINE ROOF
EMPLOYEE WAS INSTALLING PERMANENT ROOF SUPPORT WHEN A ROCK FELL STRIKING EMPLOYEE
EMPLOYEE WAS WELDING ON 6IN HBEAM WHEN BEAM FELL OVER STRIKING EMPLOYEE ON THE HEAD & CHEST
EE WAS LOOKING UP WHILE BOLTING TOP WHEN A SMALL ROCK FELL STRIKING THE EE IN THE LEFT FOREHEAD.
The full compliance file on Mine No 10
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.