COMPENDIUM OF CORRECTION SLIPS TO CODES & MANUALS .
For official use onlyGOVERNMENT OF INDIAMINISTRY OF RAILWAYS(RAILWAY BOARD)COMPENDIUMOFCORRECTION SLIPSTO CODES & MANUALSPERTAINING TO ENGG. DEPTT.( Incorporating all advance correction slips issued between 1st Jun 2013 to 31stDec 2013)Volume 9, Number 2Dec 2013
For official use onlyGOVERNMENT OF INDIAMINISTRY OF RAILWAYS(RAILWAY BOARD)COMPENDIUMOFCORRECTION SLIPSTO CODES & MANUALSPERTAINING TO ENGG. DEPTT.( Incorporating all advance correction slips issued between 1st Jun 2013 to 31st Dec2013)Volume 9, Number 2Dec. 2013
FOREWORDThe correction Slips (CSs) to various Codes and Manuals pertaining to the EngineeringDepartment are being issued by various nodal authorities, which have been nominated by theRailway Board. There had been reports that the same were not reaching the concerned officialsdown line.It was, therefore, decided by the Railway Board (M.E) vide letter No. 2004/ CE-II/CS/1dated 05-02-04 that in addition to the issue of CSs by nodal authorities as per extant practice,the same shall also be compiled and published in the form of a booklet twice a year, generallyi.e. on 30th June and 31st December by IRICEN and recirculated to the Railways, containing theCSs issued during the preceding six months. In order to provide continuity, an abstract ofprevious volumes of Compendium of Correction slips has been included giving the details ofCorrection Slips to each of Codes & Manuals, contained in the respective volumesThis is the Ninenth volume containing CSs issued during the period between 1st Jun 2013to 31stDec 2013. The pages have been printed on one side only, so as to facilitatetearing/pasting/updating the codes and manuals by the concerned officials. The contents arealso available on the IRICEN website www.iricen.gov.in in members area.DirectorIRICENPune31st Dec 2013
CONTENTSS. No.1234Codes / ManualsPagesINDIAN RAILWAYS PERMANENT WAY MANUAL (SecondReprint -2004)INDIAN RAILWAYS BRIDGE MANUAL – 1998RAILWAYS INDIAN TRACK MACHINE MANUAL – 2000INDIAN RAILWAYS SCHEDULE OF DIMENSIONS 1976 mmGAUGE (BG) REVISED - 20041-1718-1920-3334-48No Correction Slips received to the following Codes & Manuals between1st Jun 2013 to 31st Dec201312345678910INDIAN RAILWAYS WORKS MANUAL – 2000MANUAL OF INSTRUCTION ON LONG WELDED RAILS 1996(Second Reprint – 2005)MANUAL FOR FLASH BUTT WELDING OF RAILS(Reprint 2012)MANUAL FOR FUSION WELDING OF RAILS BY ALUMINOTHERMIC PROCESS-1988(New Manual Rev.2012)MANUAL FOR ULTRASONIC TESTING OF RAIL AND WELDS –2012 (New Manual Revised 2012)MANUAL FOR GLUED INSULATED RAIL JOINTS-1998MANUAL OF INSPECTION SCHEDULE FOR OFFICIALS OFENGINEERING DEPARTMENT - 2000RAILWAYS (OPENING FOR PUBLIC CARRIAGE OFPASSENGERS) RULES, 2000INDIAN RAILWAYS CODE FOR ENGG DEPT(Third reprint1999)GUIDELINES FOR EARTHWORK IN RAILWAY PROJECTS 2003DISCLAIMER:- This compendium is compilation of different correction slipsfor reference purpose only. For any doubt or confirmation, originalcorrection slips issued by RDSO /Railway Board may be refered.
Abstract if previous and current volumes of Compendium of Correction Slips toCodes & Manuals Pertaining to Engg. Deptt.Code/ManualSN& Corrigendum / ErrataVol. 3Vol. 3LastNo. 2No. 1Correction Dec.Dec0606SlipsSerial Number of Correction Slips/AddendumVol. 4No. 1June07Vol. 4No. 2Dec. 07Vol. 5No. 1June. 08Vol 5No. 2Dec 08Vol. 6No. 1June 09Vol. 7No. 1June 10104 to108109 to113114 to115116 &117118 12013 & 1415 to 181INDIAN RAILWAYSPERMANENT WAYMANUAL (Second Reprint –2004)120dt 16/4/102INDIAN RAILWAYS BRIDGEMANUAL – 199820dt. 07/06/103INDIAN RAILWAYS WORKSMANUAL – 200010dt. 17/2/05NilNilNilNilNilNilNilNil4MANUAL OFINSTRUCTIONS ONLONGWELDED RAILS – 2006(Second Reprint – 2005)13dt. 9/3/1-910 &11NilNilNilNil12135MANUAL FOR FLASH BUTTWELDING OF RAILS(Reprint 2012 )New ManualReprint 2012678MANUAL FOR FUSIONWELDING OF RAILS BYTHE ALUMINO-THERMICPROCESS(Revised 2012)MANUAL FORULTRASONIC TESTING OFRAILS AND WELDS(Revised 2012 including C.S.from 1- 9)MANUAL FOR GLUEDINSULATEDRAIL JOINTS – 1998NilNil100101to103NilNil12Nil19 – 20Vol. 8No. 1June 12121-12921-2413025NILNIL14-15NIL1Vol. 9No. 1June 13131-133Vol. 9No. 2Dec 13134NIL26NILNILNILNILNILNILNilNew ManualRevised 2012NILNILNilNew ManualRevised 20124dt. 7/8/01Vol. 8No. 2Dec 12NilNilNilNilNilNilNilNilNilNilNILNIL5NIL
SN91011121314Serial Number of Correction Slips/Addendum& Corrigendum / ErrataCode/ManualINDIAN RAILWAYS TRACKMACHINEMANUAL – 2000MANUAL OF INSPECTINSCHEDULES FOR OFFICIALS OFENGINEERING DEPARTMENT –2000RAILWAYS (OPENING FORPUBLICCARRIAGE OF PASSENGERS)RULES, 2000INDIAN RAILWAYS SCHEDULEOFDIMENSIONS 1676 mm GAUGE(BG)REVISED – 2004INDIAN RAILWAYS CODE FORTHEENGINEERING DEPARTMENT(Third Reprint – 199)GUIDELINES FOR EARTHWORKINRAILWAY PROJECTS - 2003LastCorrectionSlipsVol. 3No. 1Dec.06Vol. 3No. 2Dec06Vol. 4No. 1June07Vol. 4No. 2Dec 07Vol. 5No. 1June. 08Vol 5No. 2Dec 08Vol. 6No. 1June 09Vol. 7No. 1June 1010dt. lNilNilNilCorrigandumdt. 16/2/05NilNilNilNilNilNilNilNil5dt 11/2/091&2NilNil3NilNil5*Nil45dt 10/7/08Nil404142Nil43 to 45NilNil1dt. 22/7/04NilNilNilNilNilNilNilNil* 4 not yet issued. *11 NOT YET ISSUEDVol. 8No. 1June12Vol. 8No. 2Dec. 12Vol. 9No. 1June13Vol. 9No. 1Dec. 1213-14Nil46NILNILNilNilNILNIL
()GOVERNMENT OF INDIAMINISTRY OF RAILWAYS(RAILWAY BOARD)INDIAN RAILWAYSPERMANENT WAYMANUAL200405-03-2005!" # %&'Second Reprint 2004Embodying all advance correction slips uptoNumber 93 dated 05-03-2004
INDIAN RAILW AYS PERM ANENT W AY M ANUALADVANCE CORRECTION SLIP No.134 dated 18.07.2013A new annexure-2/6(B),(C) and (D) and annexure-2/6/1 of Para 237(5) regardingproforma for Inspection of Diamond Crossing without Slip/With Single Slip/With Double Slipmay be added to Indian Railways Permanent Way Manual.****1
DIAMOND CROSSINGAnnexure-2/6(B),Para 237(5)Obtuse Crossing 1Acute Crossing 1Line 1Acute Crossing 2Obtuse Crossing 2Line 22
Annexure-2/6(B) Para 237(5)PROFORMA FOR INSPECTION OF POINTS AND CROSSINGSDiamond CrossingStationPoint No.LocationType of railDate of layingDate of laying reconditioned crossings :Type of sleeper/assemblyAngle of crossingNominal gauge of turnout11.11.21.322.12.22.32.43Sleeper DetailsCondition of sleeperSquaringSpacingBallast DetailsCondition of ballastCondition of drainageBallast in shoulders and cribsClean ballast cushion (mm)Gauge and X-level betweencrossingsLine 1GaugeAt 3 m interval in lead portionX-LevelStation 01233Line 2GaugeX-Level
4544.1ConditionofCrossingSign of Propogation of crack (if any)4.2Burring on top surface at nose56Type ofCrossingW ear ofCrossingAcute Xing 1Acute Xing2Acute Xing 1LeftOnRightWingNoseWingRailRailObtuse Xing 1Acute Xing 2LeftOnRightWingNoseWingRailRailObtuse Xing 1Nose 1OnNose78Clearance ofwing rail opposite nose ofcrossing and upto 450 mm towardsheel endGauge and CrossLevelAcute Xing 1Inner1 m ahead of ANC8.2150mm ahead ANC8.3150mm behind ANC8.41 m behind ANCOuterAcute Xing 1Line 18.1WingRailLine 2GaugeX-LevelGaugeX-LevelGaugeX-LevelGauge4Obtuse Xing 2Obtuse Xing 2Nose 2OnNoseWingRailAcute Xing 2InnerOuterAcute Xing 2Line 1Line 2Nose 1OnNoseWingRailObtuse Xing 1InnerOuterObtuse Xing 1Line 1Line 2Nose 2OnNoseWingRailObtuse Xing 2InnerOuterObtuse Xing 2Line 1Line 2
X-Level9Conditionofcheckrail and itsfittings9.1Raised Check Rail9.2Other bearing, plates, keys, blocks, bolts andelastic fastening10CheckRail Clearance10.1Opposite ANC10.2500mm ahead towards toe of crossing10.3500mm behind heel of crossing10.4At the flared end towards heel10.5At the flared end towards toe11RemarksAcute Xing 1Acute Xing 2Obtuse Xing 1Obtuse Xing 2Acute Xing 1Acute Xing 2Obtuse Xing 1Obtuse Xing 2InnerOuter5InnerOuterInnerOuterInnerOuter
DIAMOND CROSSING: WITH SINGLE SLIPObtuse Crossing 1Annexure-2/6(C)Para 237(5)Acute Crossing 1Switch 1Acute Crossing 2Switch 2Obtuse Crossing 2Line 26Line 1
Annexure-2/6(C) Para 237(5)PROFORMA FOR INSPECTION OF POINTS AND CROSSINGSDiamond Crossing: with single slipStationPoint No.LocationType of railDate of layingDate of laying reconditioned crossings :Date of laying reconditioned switches :Type of sleeper/assemblyAngle of crossingNominal gauge of turnout1Sleeper Details1.1Condition of sleepers1.2Squaring1.3Spacing2Ballast Details2.1Condition of ballast2.2Condition of drainage2.3Ballast in shoulders and cribs2.43Clean ballast cushion (mm)ConditionofSwitch Assembly3.1Whether chipped or cracked over 200mmlength within 1000mm from ATSOuter3.2Whether twisted or bent (causing gap of 5 mmInnerSwitch 1Inner7Switch 2
or more at toe)3.3Whether knife edgeOuterInnerOuter3.4Seating of tongue rails on slide chairsInnerOuter3.5Housing of stock and tongue rails3.63.74Condition of fitting of switchesPacking condition under switch assemblyCreep at toe ofswitch5Throw ofSwitch at ATS6Divergence At Heel Block7StraightnessofStraight (M easured on10mt. chord)8W ear inTongue Rail and ock RailTongueRailSwitch 1InnerAt point with 13 mm head width (asTongue per Annexure 2/6/1)RailAt point where tongue rail and stockrail level is sameVerticalAt point where tongue rail and stockrail level is sameVerticalStockRailOuterSwitch 2InnerOuterLateralVerticalLateralLateral9Distance betweengauge facesofstockrailsat JOH10Distance betweenwebto webofTongue Rails10.1Leading stretcher barSwitch 18Switch 2
10.2Ist following stretcher bar10.3IInd following stretcher barGap betweentop edge ofstretcher bar and bottom ofrail footInnerLeading stretcher barOuterInnerIst following stretcher barOuterInnerIInd following stretcher barOuterClearance at htOn Closed tongue rail sideTurnoutGauge and X-Level inSwitch and Lead PortionOn Open tongue rail sideStraight SideSwitch 1Switch 2Gauge13.113.213.313.413.5At 450mm ahead of toe of switchAt ATS between the two stock railsAt 150mm behind toe of switchAt heel of switchAt 3 m interval in lead portion:Station0123459XLevelGaugeXLevelTurnout SideGaugeXLevel
14Switch 1 and Switch 2InnerOuterVersine inSwitch and Lead Portion(Heel/ATS)0123451515.115.21617Acute Xing 1ConditionofCrossingSign of Propogation of crack (if any)Burring on top surface at noseType ofCrossingW ear ofCrossingLeftWingRailAcute Xing 2Acute Xing 1OnRightNoseWingRailLeftWingRailObtuse Xing 1Acute Xing 2OnRightNoseWingRailObtuse Xing 1Nose 1OnNose18Clearance of wing rail opposite Nose of crossing and upto450mm towards heel end19Gauge and CrossLevel19.11 m ahead of ANCWingRailObtuse Xing 2Nose 2OnNoseObtuse Xing 2WingRailNose 1OnNoseWingRailNose 2OnNoseWingRailAcute Xing 1InnerOuterAcute Xing 2InnerOuterObtuse Xing 1InnerOuterObtuse Xing 2InnerOuterAcute Xing 1Acute Xing 2Obtuse Xing 1Obtuse Xing ghtTurnoutStraightTurnout
19.2150mm ahead ANCGaugeX-LevelGauge19.3150mm behind ANC19.41 m behind ANC20Conditionofcheckrail and itsfittings20.120.221Raised Check RailOther bearing, plates, keys, blocks, bolts and elasticfasteningCheckRail Clearance21.1Opposite ANC21.2500mm ahead towards toe of crossing20.3500mm behind heel of crossing20.4At the flared end towards heel20.5At the flared end towards toe22RemarksX-LevelGaugeX-LevelAcute Xing 1Acute Xing 2Obtuse Xing 1Obtuse Xing 2Acute Xing 1InnerOuterAcute Xing 2InnerOuterObtuse Xing 1InnerOuterObtuse Xing 2InnerOuter11
DIAMOND CROSSING: WITH DOUBLE SLIPSwitch 4Obtuse Crossing 1Switch 2Annexure-2/6(D)Para 237(5)Acute Crossing 1Switch 1Acute Crossing 2Switch 3Obtuse Crossing 2Line 212Line 1
Annexure-2/6(D) Para 237(5)PROFORMA FOR INSPECTION OF POINTS AND CROSSINGSDiamond Crossing: with Double SlipStationPoint No.LocationType of railDate of layingDate of laying reconditioned crossings :Date of laying reconditioned switches :Type of sleeper/assemblyAngle of crossingNominal gauge of turnout1Sleeper Details1.11.21.3Condition of sleepersSquaringSpacing22.12.22.32.43Ballast DetailsCondition of ballastCondition of drainageBallast in shoulders and cribsClean ballast cushion (mm)ConditionofSwitch AssemblySwitch 113Switch 2Switch 3Switch 4
Inner3.1Whether chipped or cracked over 200mm lengthwithin 1000mm from ATSOuter3.2Whether twisted or bent (causing gap of 5 mm ormore at toe)InnerOuter3.3Whether knife edgeInnerOuter3.4Seating of tongue rails on slide chairsInnerOuter3.5Housing of stock and tongue railsInnerOuter3.6Condition of fitting of switches3.74Packing condition under switch assemblyCreep at toe ofswitch5Throw ofSwitch at ATS6Divergence At Heel Block7StraightnessofStraight (M easured on10mt. chord)8W ear inTongue Rail and StockRail8.18.28.3At point with 13 mm head width (asperAnnexure 2/6/1)TongueRailAt point where tongue rail andstock rail level is sameStockRailAt point where tongue rail andstock rail level is sameInnerOuterInnerOuterStockRailTongueRailSwitch ateral14Switch 2InnerOuterSwitch 3InnerOuterSwitch 4InnerOuter
Switch 19Distance betweengauge facesofstockrailsat JOH1010.110.2Distance betweenwebto webofTongue RailsLeading stretcher barIst following stretcher bar10.3IInd following stretcher bar11Gap betweentop edge ofstretcher bar and bottom ofrail foot11.1Leading stretcher bar11.2Ist following stretcher bar11.3IInd following stretcher bar12Clearance at JOH12.1On Open tongue rail sideSwitch 2Switch 3Switch noutStraightOn Closed tongue rail sideTurnoutGauge and X-Level inSwitch and Lead PortionStraight SideSwitch 1 and Switch2Gauge13.113.213.313.413.5At 450mm ahead of toe of switchAt ATS between the two stock railsAt 150mm behind toe of switchAt heel of switchAt 3 m interval in lead portion:X-LevelStation015Turnout SideSwitch 3 and Switch4GaugeX-LevelSwitch 1 and Switch3GaugeX-LevelSwitch 2 and Switch4GaugeX-Level
1234514Switch 1 and Switch 3InnerOuterVersine inSwitch and Lead PortionSwitch 2 and Switch ofCrossingSign of Propogation of crack (if any)Burring on top surface at noseType ofCrossingW ear ofCrossingAcute Xing 1LeftWingRailAcute Xing 2Acute Xing 1On NoseRightWingRailLeftWingRailObtuse Xing 1Acute Xing 2OnRightNoseWingRailObtuse Xing 1Nose 1OnNose18Clearance of wing rail opposite Nose of crossing andWingRailAcute Xing 116Obtuse Xing 2Nose 2OnNoseObtuse Xing 2WingRailAcute Xing 2Nose 1OnNoseWingRailObtuse Xing 1Nose 2OnNoseWingRailObtuse Xing 2
upto 450mm towards heel end19Gauge and CrossLevel19.11 m ahead of ANC19.2150mm ahead ANCInnerOuterAcute Xing 1StraightTurnoutInnerOuterAcute Xing 2StraightTurnoutInnerOuterObtuse Xing 1StraightTurnoutInnerOuterObtuse Xing 50mm behind ANC19.41 m behind ANC2020.120.221Conditionofcheckrail and itsfittingsRaised Check RailOther bearing, plates, keys, blocks, bolts and elasticfasteningCheckRail Clearance21.121.220.320.420.522Opposite ANC500mm ahead towards toe of crossing500mm behind heel of crossingAt the flared end towards heelAt the flared end towards toeRemarksX-LevelGaugeX-LevelAcute Xing 1Acute Xing 2Obtuse Xing 1Obtuse Xing 2Acute Xing 1InnerOuterAcute Xing 2InnerOuterObtuse Xing 1InnerOuterObtuse Xing 2InnerOuter17
()GOVERNMENT OF INDIAMINISTRY OF RAILWAYS(RAILWAY BOARD)INDIAN RAILWAYSBRIDGE MANUAL1998
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GOVERNMENT OF INDIAMINISTRY OF RAILWAYSINDIAN RAILWAYS SCHEDULE OFDIMENSIONS 1676 mm GAUGE (BG)REVISED - 2004RESEARCH DESIGNS AND STANDARDS ORGANISATIONLUCKNOW 226 001
Addendum & Correction Slip (ACS) No. 13 to Indian Railways Schedule Of Dimensions (B.G.) 2004Addendum & Corrigendum Slip (ACS) No. 13ToIndian Railways Schedule Of Dimensions (B.G.) 2004I. Amendment To Para-10 Of Chapter-I : General{At Page – 6 & 7 Of IRSOD 2004 And Subsequently Revised Vide ACS No. 10}In Schedule-I of IRSOD, Revised 2004Para 10 shall be read as under :10.Height of Road Over Bridges and Foot Over Bridges :(a)Minimum height above rail level for a distance of 915mm oneither side of the centre of track for overhead structures:4875 mm(b)Where D.C. electric traction is in use or is likely to be used, thisdimension shall be:5410 mm(c)Where 25 kV A.C. traction is likely to be used, the minimum height above raillevel for a distance of 1600mm on either side of the centre of track shall be asunder :(i) Light Overhead Structures, such as Foot Over Bridges:6250 mm(ii) H eavy Overhead Structures, such as Road Over Bridges andFlyovers:5870 mmNote :(a)See Appendix for ‘extra clearance required on curves’.(b)In case of restricted height of existing structures, a special study shall be made, asindicated in Appendix-A to Chapter V-A before 25 kV AC traction is introduced.Accordingly, only in such cases, the minimum height above rail level shall not be lower than5070mm in case of H eavy Overhead Structure (such as Road Over & Flyovers) and5270mm in case of Light Overhead Structures (such as Foot Over Bridges) for a minimumcontact wire height of 4800mm from above rail level. OH E arrangements shall be as perRDSO Drawings.(c)In areas where 25 K V A.C. traction is used or likely to be used, if any turnout or crossoveris located under a heavy overhead structure or within 40 metre from its nearest face,irrespective of the position of level crossing gate, the minimum height of such overheadstructure shall be 6250mm*. In case the turnout is beyond 40 m; but the level crossinggate is within 520 metre from the nearest face of the bridge, the height of suchoverhead structure shall be 6250mm*.(d)The height mentioned against items 10(a), 10(b) & 10(c) above shall be measured from thehigher or super elevated rail.(e)On lines, existing or proposed to be electrified on 25 kV A.C. system, necessary provisionshall be made in overhead structure and overhead equipment, if necessary, by using longertraction overhead equipment masts to permit an extra allowance of 275mm for raising oftrack in future to cater for modern track structure in the form of increased ballastcushion, larger sleeper thickness and deeper rail sections.Railway Board’s letter no. 2011/CEDO/SD/IRSOD/Elect./02, dated 21.10.2013!34Page 1 of 4
Addendum & Correction Slip (ACS) No. 13 to Indian Railways Schedule Of Dimensions (B.G.) 2004* (In case of restricted height of existing heavy overhead structure, minimum height aboverail level shall not be lower than 5270mm, adhering to the provisions of note (b) above).II. Amendment To Para-11 Of Chapter-I : General{At Page – 7 & 8 Of IRSOD 2004 And Subsequently Revised Vide ACS No. 10}In Schedule-I of IRSOD, Revised 2004Para 11(iv) shall be read as under :Para-11(iv) M inimum Horizontal Distance Of StructuresThe minimum horizontal distance measured at right angles from the centre ofnearest track to any part of a structure (all structures shall be rigid and wellfounded), carrying electrical conductors crossing a railway shall be :(i)For new structure:(H 6) metre(ii) For existing structure:(H 2.135) metre{where, ‘H ’ is the height of post/structure from nearest ground level}Note :Any post/structure which is so constructed or guyed as to remain in a verticalposition, or failing this to continue to provide the minimum clearances of2.135m, with one or all of the conductors broken or, with its conductorsattached, when subjected to maximum wind pressures, shall be considered tobe a “rigid well founded post/structure”.[There is no change in in Para 11(i) to (iii) w.r.t. the existing provisions of IRSOD 2004]III. Amendment To Para-11 Of Chapter-II : Station Y ards{At Page – 14 Of IRSOD 2004 And Subsequently Revised Vide ACS No. 10}In Schedule-I of IRSOD, Revised 2004Para 11 shall be read as under :11.M inimum Horizontal Distance From Centre Of Track
3 RAILWAYS INDIAN TRACK MACHINE MANUAL – 2000 4 INDIAN RAILWAYS SCHEDULE OF DIMENSIONS 1976 mm GAUGE (BG) REVISED - 2004 No Correction Slips received to the following Codes & Manuals between s1 t Jun s2013 to 31 t Dec2013 1 INDIAN RAILWAYS WORKS MANUAL – 2000 2 MANUAL OF INSTRUCTION ON LONG WELDED RAILS 1996 (Second Reprint – 2005) 3 .
The costs of slips, trips, and falls Definitions Causes of slips and trips Factors increasing the risk of slips and trips: - Work environment - Human factors Note: These "Slips, Trips, and Falls" modules mainly cover injuries caused by slips and trips leading to fallsat the same level.
Slips, Trips, and Falls make up the majority of general industry accidents. 15% of accidental deaths are caused by Slips, Trips and Falls, second behind motor vehicle accidents 15% to 20% of all workers compensation costs are due to Slips, Trips and Falls About 25% of all Worker's Compensation Claims relate to Slips, Trips and Falls.
What You Need to Know About Slips, Trips and Falls CHAPTER 2 7 The Safety, Productivity and Financial Impacts of Slips, Trips and Falls CHAPTER 3 12 Where and How Slips, Trips and Falls Occur CHAPTER 4 16 10 Steps to Prevent Slips, Trips and Falls CHAPTER 5 29 A Slip, Trip or Fall Happens Now What? CHAPTER 6 31
SSRW Research Compendium Introduction 3 About the Compendium This document is a compendium of research on the Sing, Spell, Read & Write program. Included in the compendium are a variety of studies conducted over the last several years. Types of research include: full studies, historical test score analyses, research base
265 000 nonfatal injuries from slips trip265,000 nonfatal injuries from slips, tripss, and falls annually result in one or more days awayy from work per incident - Slips, trips, and falls result in 17% of allSlips, trips, and falls result in 17% of all nonfatal workplace injuries per year, the highest injury rate of any regulated activity
Slips, Trips and Falls AR 2012 DMME . Slips & Falls Remain a Top Cause of Injuries and Deaths Nationally, there were three fatalities due to falls at M/NM mines in 2011. Slips and falls have been a leading cause of serious injury in Virginia for the past several years. Fortunately, none in 2011, however, 6% of
Preventing Slips, Trips, and Falls A Guide for Employees. Slips, trips, and falls are among the most common causes of injury on the job and at home. Everyone slips, trips, or falls on \൯ccasion. We tend to shrug off these accidents as just clumsy moments. But sometimes, they can result in serious, painful—and ev對en deadly—injuries .
Events notification (hooks) in real time Webhooks are calls made to your custom URL when any event gets fired. You can define your own hooks URL at client and account levels.
