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ROF FALL IS RETURN BLK INBY SPD 3223.

ROOF FALL IN #1 ENTRY-(RETURN) 1 BRK INBY SPD #3283 COULD NOT TRAVEL RETURN=MOVED & REBUILT 3 STEOPPINGS TO MAKE TRAVELWAY AROUND FALL.

INSTALLING NEW JACK ON TRS SYSTEM T BAR SLID OFF OF SUPPORT STRIKING VICTIM ON RIGHT SIDE OF BODY BREAKING RIBS AND RIGHT LEG.

THE INTERSECTION FELL OUT APP 4 TO 5FT THICK FOR THE DISTANCE ;OF 2 FT & APP 18FT WIDE THIS WAS A FAULTY AREA LAMENATED TOP WITH A STACK OF COAL

BACKING UP ON SC TIMBER CAME IN DECK STRUCK ON LOWER BACK

FAULTED AREA.

FAULTY AREA WAS BOLTED WITH 4 FT RESIN BOLTS.

SINGLE PIECE OF DRAW ROCK 2-4" X 18" FELL ON TOP SHOULDERS CAUSING PAIN TO LOWER BACK.

INTERSECTION FACE #5 HEADING FELL A SLIP WAS IN THIS AREA.CRIBBING FALL AREA.DISCONTINUED USE OF 4' RESIN BOLTS.USING ALL 5' BOLTS.THIS FACE WAS BOLTED OFF AND NOT A WORKING FACE.

TOP WAS BOLTED WITH 4 FT RESIN BOLTS THEY WERE ENADAQUATE WE ARE BOLTING WITH 5 FT RESIN BOLTS FALL IS LOCATED 70 FT INSIDE INTERSECTION 20' BY 20' 4'H

TOP BOLTED WITH 3' CONV BOLTS WHICH PROVIDED INADEQUATE LENGTH AND ANCHORAGE.NOW BOLTING W/4' RESIN BOLTS.LOCATION-500'INBY PORTAL #3 ENTRY-BELTLINE-14'W X 20'L X 3'H.

TOP WAS BOLTED WITH 3 FT CONVENTIOANL BOLTS WHICH WERE INADEQUATE NEW BOLTING WITH 4 FT RESIN BOLTS FALL OCATION 1300' OUTBY WORKING FACE 900' INBY FAN.

VICTIM WAS OPERATING ROOF BOLTER,WHEN HE ACCIDENTALLY PULLED MACHINE UP ON HIS LEG,CAUSING INJURY.

ROOF BOLT AND PLATE HANGING DOWN FROM TOP- WHERE ROCK HAD FALLEN AWAY FROM PLATE, CUT AND ABRASION UNDER RIGHT EYE.

USE OF 3' CONVENTIONAL BOLTS WERE NOT ADEQUATE TO SUPPORT THE TOP IN THAT THE TOP WAS LAMINATED WITH THIN COAL SEAMS BOVE ANCHORAGE OF 3' BOLTS.

USE OF 3' CONVENTIONAL BOLTS WERE NOT ADEQUATE IN THAT THE TOP WAS LAMINATED WITH THIN COAL SEAMS.

VICTIM WA> PULLING MINER CABEL IN A NORMAL MANNER A ND PULLED A MUSCLE OR HURT BACK

USE OF CONVENTION BOLTS / ALSO SPOTTED W/ RESIN BOLTS.

REMOVING TIRE OFF SCOOP WRENCH SLIPPED CAUSING HAND TO STRIKE CRIB THAT SCOOP WAS BLOCKED WITH.

ROOF IN THIS AREA WAS FAULTY WHEN MINED. FALL OCCURRED OUTBY DURING IDLE TIME FALL WHEN MINED AT STARTED WITH 3 INCH CONVENTIONAL REBOLTED WITH 4 FOOT RESIN.

EMPLOYEE WAS SH2VELING BELT HEAD OUTSIDE WHEN HE INJURED HIS LOWER BACK.

WAS GOING ACROS8 BELT CONVEYOR TAIL & HIT RT KNEE ON CORNER OF TAIL. CAUSING SWELLING TO KNEE.

FALL OCCURRED I3 AREA WHERE WATER FROM BORE HOE HAD ESCAPED THRU AND SOFTENED TOP TO WHERE BOLTS WOULD NOT HOLD

ROOF FALL OCCUR9ED PRIOR TO 3:00 PM 6-12-87 AT INTERSECTION 1 X-CUT OUTBY SPAD #39 APPROX 800' FROM WORKING FACES. 36" CONVENTIONAL BOLTS USED IN THIS AREA WHICH WERE NOT ADEQUATE NO DAMAGE TO PEOPLE OR EQUIP3

ROOF FALL OCCUR9ED PRIOR TO 3PM 6/12/87 AT INTERSECTION AT SPAD #21 APPROX. 1000 FT. OUTBY WORKING FACES. FALL APPROX. 3 FT THICK. 36" CONVENTIONAL BOLTS USED IN THIS AREA WHICH WERE INADEQUAT E. NO DAMAGE TO3PEOPLE OR EQUIPMENT.

FALL OCCURRED I3 AREA WHERE BOLTS LOST TORQUE. TOP CONDITIONS IN THIS AREA IS OF LOSTO SCALE

AREA THAT FELL 4AS BOLTED WITH 3' CONV BOLTS.BOLTS LOST ANCHORAGE CAUSING THE FALL.FALL OCCURRED 250' FROM OUTSIDE.

WAS LIFTING A B2X OF BITS.THE POSITION THAT THE EMPLOYEE WAS LIFTING WAS IN A POSITION THAT CAUSED HIM TO INJURE HIS BACK.

FALL OCCURRED I3 AREA OF BAD ROOF CONDITIONS.THE 3FT.CONVENTIONAL BOLTS WASN'T ANCHORING IN FIRM TOP FALL OCCURRED 800'FT OUTBY FACE AREA.

FALL OCCURRED I3 AREA OF BAD ROOF CONDITIONS FALL WAS SUPPORTED WITH 3FT CONVENTIONAL 3FT CONVENTIONAL BOLTS WASNT ARCHORING IN SO T O SUPPORT TOP FALL OCCURRED 500FT TO 600FT OUTBY FACE AREA FALL 40FT LONG 30FT WIDE 3FT THICK #2 ENTRY