DOE-STD-1090-96, DOE Standard Hoisting and Rigging Manual ...

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DOE-STD-I090-96 (Rev-I)notified and will approve the requirement beforethe lift is made.c. Use onlypersonnel platforms that arespecificallydesigned and constructed for thepurpose of suspending personnel according to thefollowing:1. The personnel platform shall bedesigned by a qualified person competent instructural design, and all welding ofthe platformshall be performed by a qualified welder familiarwith the weld grades, types, and material specifiedin the design.2. The platform shall be limited tocarrying six persons.3. The personnel platform and riggingshall be capable ofsupporting, without failure, atleast five time the maximum intended load.4. The platform shall bear a platespecifying its empty weight and the maximumnumber ofpersons and weight for which it israted.5. The platform shall have perimeterprotection consisting ofa top rail approximately45 in. (115 em) high, a toeboard at least 4 in.(10 cm) high, and a midrail approximatelyhalf-way between the top rail and the toeboard.6. A grab rail shall beprovided inside thepersonnel platform to minimize hand exposure.7. The sides ofthe platform shall beenclosed from the toeboard to the midrail withsolid construction or expanded metal havingopenings no greater than 1/2 in. (1.27 em).8. Ifaccess doors are installed, they shallopen only to the interior ofthe platform. Accessdoors shall be equipped with a device to restrainthem from opening unintentionally.9. The personnel platform shall haveoverhead protection when there is an overheadhazard.10. Sufficient headroom shall be providedto allow employees to stand upright in theplatform.11. Rough edges exposed to contact byemployees shall be surfaced (ground smooth) toprevent injury.12. The platform shall be easilyidentifiable byhigh-visibility color or marking.13. All welding procedures and weldingoperator qualifications shall be in accordance withANSIJAWS Dl.1 when welding is to beperformed on load-sustaining members. Wherespecial steels or other materials are used, themanufacturer shall provide welding procedures.Welds shall be inspected by a qualified inspector.14. When being supported by a crane, theplatform shall be attached to the hoist rope by ahook ofa type that canbe closed and locked,eliminating the hook throat opening.Alternatively, an alloy steel anchor shackle with abolt, nut, and retaining pin may beused.15. All eyes in wire-rope slings shall befabricated with thimbles, and rigging accessoriesfor attaching the personnel platform to hoist linesshall not be used for any other purpose when nothoisting personnel.16. The suspension system shall minimizeinclination of the personnel platform due to themovement ofpersonnel on the personnel platform.d. At each newjob site (and at least annUally)prior to hoisting personnel, the personnelplatform, rigging, and hook block shall beproof-tested by a qualified inspector to twice thepersonnel platform's rated capacitybyholding itsuspended for 5 min with the test load suitablydistributed on the personnel platform. Afterproof-testing, any deficiencies revealed byinspection, or by the prooftest, shall be corrected,and another prooftest conducted. Anymodification to the personnel platform or riggingshall require retesting.e. Prior to the trial lift, a meeting shall be heldwith the designated leader, qualified operator,signaler, persons to be lifted, and the personresponsible for overall worksite safety to plan andreview procedures to be followed. Procedures forentering and leaving the personnel platform orother device and the points at which persons willenter and leave the device shall be reviewed.f. Prior to lifting personnel and after the prooftest, the qualified operator and signaler shallconduct a trial lift with the personnel platformloaded to at least the anticipated load.g. The trial lift shall be made from ground level(or any other location where employees will enter15-31Chapter 15Construction Hoisting and RiggingEquipment Requirements
DOE-STD-1090-96 (Rev-l)the platform) to eachlocation at which theplatform is to behoisted and positioned. Thedesignated leader and the operator shall determinethat:1. Crane (mobile) footing is adequate.2. System controls and safety devices areactivated and functioning properly.3. No interferences exist.4. Configuration necessary to reach worklocations will allow the crane to remain under 50percent ofrated capacity.NOTE: Materials and tools to beused during theaetuallift, ifsecured to prevent displacement, canbe in the platformfor the test lift.NOTE: A single trial lift may be performed for alllocations to be reached from a single setupposition.h. The trial lift shall be repeated prior tohoisting employees whenever:1. The crane (mobile) travels or is movedand set up in a new location or returned to apreviously used location.2. The lift route is changed, unless theoperator determines that the safety ofthe hoistedpersonnel is not affected.i. A visual inspection ofthe crane, rigging, andpersonnel platform shall be conducted by aqualified inspector immediately after the trial lift,prior to lifting personnel. Any defects found thatcreate a safety hazard shall be corrected prior tohoisting personnel.j. Mter the trial lift and just before hoistingpersonnel, the platform shall be lifted a few inchesand inspected to ensure that it is secure andproperly balanced. Personnel shall not be hoistedunless the following conditions exist:1. Hoist ropes are free ofkinks.2. Multiple-part lines are not twistedaround each other.3. The primary attachment is centeredover the platform.4. Ropes are properly seated on drumsand sheaves.k. These special procedures shall be followedwhen lifting personnel:1. The crane shall be inspected dailyprior to lifting personnel, in accordance with therequirements for frequent inspections for the typeofequipment being used.2. Thelifting and supporting shall bemade under controlled conditions and under thedirection ofa designated leader. A qualifiedsignaler shall be appointed.3. Prior to each working shift, thepersonnel lift platform and rigging shall beinspected.4. Communications between the craneoperator, signaler, and persons being lifted shallbe maintained throughout the lift.5. The employees being hoisted, moved,or positioned shall remain in continuous sight of,and in direct communication with, the operator orsignaler. In situations where direct visual contactwith the operator is not possible and the use ofasignaler would create a hazard for that person,direct communication alone (such as two-wayradio) may be used.6. Tag lines shall be used unless their usecreates an unsafe condition.7. The crane shall be operated so thatlowering will be power-controlled (no free-fall).8. When welding is done bypersonnelfrom the platform or basket, the electrode holdersshall be protected from contact with metalcomponents ofthe personnel platform orbasket.9. Employees working from a platformshall wear body belts/harnesses with lanyardsattached to the lower load block or overhaul ball,or to a structural member within the platform thatis capable ofsupporting a fall impact. Whenworking above water, the requirements of29 CFR1926.106 (Occupational Safety and HealthRegulations for Construction) shall also apply.10. The operator shall remain at thecontrols when the personnel platform is occupied.11. Movement ofthe personnel platformshall be done in a slow, controlled, cautiousChapter 15Construction Hoisting and RiggingEquipment Requirements 15-32
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INCH-POUNDDOE STANDARDDOE-STD-1 090
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DISCLAIMERPortions of this document
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DOE-STD-I090-96 (Rev-I)7.5.6 Attach
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DOE-STD-I090-96 (Rev-I)9.2.6.3 Hydr
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DOE-STD-1090-96 (Rev-l)11.2.3.1 6 x
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DOE-STD-1090-96 (Rev-l)13.4.5 Disco
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DOE-STD-I090-96 (Rev-I)15.4.2 Mobil
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DOE-STD-I090-96 (Rev-I)History and
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DOE-STD-I090-96 (Rev-I)Acknowledgme
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DOE-STD-I090-96 (Rev-I)Introduction
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DOE-STD-I090-96 (Rev-I)CHAPTER 1TER
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DOE-STD-I090-96 (Rev-I)CLOSING LINE
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DOE-STD-I090-96 (Rev-I)END CONTROL:
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LIFT, PREENGINEERED PRODUCTION:Repe
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QUALIFIED ENGINEER/QUALIFIEDENGINEE
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DOE-STD-I090-96 (Rev-I)INTENTIONALL
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DOE-STD-I090-96 (Rev-I)2.2 CRITICAL
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DOE-STD-1090-96 (Rev-1)INTENTIONALL
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DOE-STD-I090-96 (Rev-I)3.2 OPERATIO
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DOE-STD-I090-96 (Rev-I)2. Perform a
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DOE-STD-I090-96 (Rev-I)3.4.4 Approv
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DOE-STD-I090-96 (Rev-I)3.6 TRAINING
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DOE-STD-I090-96 (Rev-I)that create
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4.3 OVERHEAD CRANESDOE-STD-I090-96
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DOE-STD-I090-96 (Rev-I)lNTENTIONAIL
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DOE-STD-I090-96 (Rev-I)5.2 HOSTILE
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DOE-STD-1090-96 (Rev-l)EXHIBIT IHOS
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6.2 QUALIFICATIONDOE-STD-I090-96 (R
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6.2.5Operators of ForkliftTrucksa.
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DOE-STD-I090-96 (Rev-I)6.3 TRAINING
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DOE-STD-1090-96 (Rev-l)24. Records
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6.4 REQUALIFICATIONDOE-STD-I090-96
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DOE-STD-I090-96 (Rev-!)Gantry Crane
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DOE-STD-I090-96 (Rev-I)Crane bridge
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DOE-STD-I090-96 (Rev-I)7.2 INSPECTI
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DOE-STD-I090-96 (Rev-I)h. Chain-dri
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DOE-STD-I090-96 (Rev-I)trouble pers
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DOE-STD-I090-96 (Rev-I)7.4 MAINTENA
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DOE-STD-I090-96 (Rev-I)HOIST. With
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DOE-STD-I090-96 (Rev-I)g. Do not lo
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DOE-STD-1090-96 (Rev-l). IN1ENTIONA
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DOE-STD-1090-96 (Rev-l)EXHIBIT I (c
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DOE-STD-I090-96 (Rev-I)EXHIBIT I (c
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DOE-STD-I090-96 (Rev-I)8.3 TESTING
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DOE-STD-I090-96 (Rev-I)Figure 8-3.
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DOE-STD-I090-96 (Rev-I)8.1.1Operato
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DOE-STD-I090-96 (Rev-I)operating co
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DOE-STD-I090-96 (Rev-I)2. A number
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DOE-STD-!090-96 (Rev-!)iv.Inspect f
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DOE-STD-I090-96 (Rev-I)d. Do not op
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DOE-STD-I090-96 (Rev-I)Exhibit I is
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DOE-STD-I090-96 (Rev-I)9.5.29.5.39.
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DOE-STD-I090-96 (Rev-I)Table 9-1. S
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DOE-STD-1090-96 (Rev-1)r-1r.ilE3...
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DOE-STD-I090-96 (Rev-I)d. Evidence
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DOE-STD-I090-96 (Rev-I)before retur
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DOE-STD-I090-96 (Rev-!)t. Lock carr
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DOE-STD-I090-96 (Rev-I)Figure 9-2.
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DOE-STD-1090-96 (Rev-1)c. Durable s
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DOE-STD-I090-96 (Rev-I)1. Cranel10a
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DOE-STD-I090-96 (Rev-I)IIIIIIIIIIII
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DOE·STD·I090·96 (Rev-I)HOIST. Wi
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DOE-STD-I090-96 (Rev-I)RETRACT 800M
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DOE-STD-1090-96 (Rev-1)10.5.5 Movin
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DOE-STD-I090-96 (Rev-I)10.1.6 Modif
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DOE-STD-I090-96 (Rev-I)1. Class I-l
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DOE-STD-I090-96 (Rev-I)CAUTIONONLY
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DOE-STD-1090-96 (Rev-l)20. To avoid
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DOE-STD-1090-96 (Rev-1)RAISE THE TI
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DOE-STD-1090-96 (Rev-l)Table 11-1.
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DOE-STD-I090-96 (Rev-I)11.2 WIRE RO
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DOE-STD-I090-96 (Rev-I)11.3 SLINGS1
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DOE-STD-1090-96 (Rev-1)11.3.1.3 Des
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DOE-STD-I090-96 (Rev-I)Table 11-4.
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DOE-STD-1090-96 (Rev-l)Table 11-8.
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DOE-STD-I090-96 (Rev-I)Angle of cho
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DOE-STD-I090-96 (Rev-I)temperatures
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DOE·STD·I090·96 (Rev-I)q. Never
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DOE·STD·1090-96 (Rev-1)certificat
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DOE-STD-1090-96 (Rev-l)INTENTIONALL
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DOE-STD-I090-96 (Rev-I)Good and Bad
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12.2 RIGGING HOOKSDOE-STD-I090-96 (
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DOE-STD-I090-96 (Rev-I)2. Heavy ser
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DOE-STD-I090-96 (Rev-I)Typical shac
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DOE-STD-I090-96 (Rev-I)• Shoulder
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12.5 TURNBUCKLESDOE-STD-I090-96 (Re
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12.6 LINKS AND RINGSDOE-STD-I090-96
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DOE-STD-I090-96 (Rev-I)12.7 METAL-P
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DOE-STD-1090-96 (Rev-l)13.2 INSPECT
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DOE-STD-I090-96 (Rev-I)13.3 TESTING
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DOE-STD-1090-96 (Rev-l)13.4 NONDEST
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DOE-STD-1090-96 (Rev-1)14.4.4.3 Per
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DOE-STD-I090-96 (Rev-I)14.2 STRUCTU
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