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

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DOE-STD-I090-96 (Rev-I)4.1 GENERALa. This chapter specifies the operation, design,testing, and inspection requirements for the use ofpersonnel lift platforms or baskets suspendedfrom mobile or overhead cranes. This chapterimplements the requirements ofASME B30.5,"Mobile Cranes."b. The manager specifically responsible for theoverall work function to be performed shalldetermine that the erection, use, and dismantlingofconventional means ofreaching the work site(i.e., scaffold, ladder, stairway, aerial lift, orelevating work platform) would be morehazardous or is not possible because of structuraldesign or worksite conditions.c. For each personnel lifting procedure, themanager responsible for the task shall authorizethe use ofa crane-suspended work platform andattest to the need for the operation through awritten justification attesting to that need. Astatement describing the operation and its timeframe shall be included. The statement, afterbeing approved by the authorizer, shall be retainedat the job site.d. 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. The lifting and supporting shall bemade under controlled conditions and under thedirection ofa designated leader. A qualifiedsignaler shall be appointed.3. Prior to use each working shift, thepersonnel lift platform and rigging shall beinspected.4. At each newjob site (and at leastannually) prior to hoisting personnel, thepersonnel platform, rigging, and hook block shallbe proof-tested by a qualified inspector to twicethe personnel platform's rated capacity by holdingit suspended for 5 min with the test load suitablydistributed on the personnel platform. Mterproof-testing, any deficiencies revealed byinspection, or by the prooftest, shall be correctedand another proof-test conducted. Anymodification to the personnel platform or riggingshall require retesting.5. Prior to lifting personnel and after theprooftest, the qualified operator and signaler shallconduct a trial lift with the personnel platformloaded to at least the maximum anticipated load.The trial lift shall be made from ground level (orany other location where employees will enter theplatform) to each location at which the platform isto behoisted and positioned. The designatedleader and the operator shall determine that:i. Crane (mobile) footing isadequate.ii.iii.iv.System controls and safetydevices are activated andfunctioning properly.No interferences exist.Configurations necessary toreach work locations will allowthe crane to remain under50 percent ofrated capacity.NOTE: Materials and tools to be used during theactual lift, ifsecured to prevent displacement, canbe in the platform for the test lift.NOTE: A single trial lift may be performed for alllocations to be reached from a single setupposition.6. The trial lift shall be repeated prior tohoisting employees whenever:i. The crane (mobile) travels or ismoved and set up in a newlocation or returned to apreviously used location.ii.The lift route is changed, unlessthe operator determines that thesafety ofthe hoisted personnel isnot affected.7. A visual inspection ofthe crane,rigging, and personnel platform shall be conductedby a qualified inspector immediately after the triallift, prior to lifting personnel. Any defects found4-1Chapter 4Lifting Personnel
DOE-STD-I090-96 (Rev-I)that create a safetyhazard shall be corrected priorto hoisting personnel.8. Mter the trial lift and just beforehoisting personnel, the platform shall be lifted afew inches and inspected to ensure that it is secureand properly balanced. Personnel shall not behoisted unless the following conditions exist:i. Hoist ropes are free ofkinks.ii.iii.iv.Multiple-part lines are nottwisted around each other.The primary attachment iscentered over the platform.Ropes are properly seated ondrums and sh~ves.9. Prior to the trial lift, a meeting shall beheld with 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.10. Communications between the craneoperator, signaler, and persons being lifted shallbe maintained throughout the lift.11. 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 a two-wayradio) may be used.12. Tag lines shall be used unless their usecreates an unsafe condition.13. The crane shall be operated so thatlowering will be power-controlled (no free-fall).14. When welding is done by personnelfrom the platform or basket, the electrode holdersshall be protected from contact with metalcomponents ofthe personnel platform or basket.15. Employees working from a platformshall wear bodybeltslharnesses 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 CPR1926.106 (Occupational Safety and HealthRegulations for Construction) shall also apply.16. The operator shall remain at thecontrols when the personnel platform is occupied.17. Movement ofthe personnel platformshall be done in a slow, controlled, cautiousmanner with no sudden movements ofit or thecrane. The lifting or lowering speed shall notexceed 100 ft/min (30 m/min).18. The total weight ofthe lifted load(including personnel) shall not exceed 50 percentofthe crane rating under the planned conditions ofuse.19. Suspended personnel platforms shallbe used only for personnel, their tools, andsufficient materials to do their work. They shallnot be used for transporting bulk materials.20. Personnel shall keep all parts of theirbodies inside the suspended personnel platformduring raising, lowering, and positioning to avoidpinch points. Personnel shall not stand on or workfrom the top rail, midrail, or toeboard ofthesuspended personnel platform.21. Ifthe personnel platform cannot belanded, it should be tied to the structure beforepersonnel get offor on.22. Personnel platforms should not beused in winds greater than 15 mph (25 km/h),electric storms, snow, ice, sleet, or other adverseweather Conditions that could affect the safety ofpersonnel.23. Mer the personnel platform ispositioned, all brakes and locks on the lift craneshall be set before personnel perform any work.Chapter 4Lifting Personnel 4-2
Page 1 and 2: INCH-POUNDDOE STANDARDDOE-STD-1 090
Page 3: DISCLAIMERPortions of this document
Page 7 and 8: DOE-STD-I090-96 (Rev-I)7.5.6 Attach
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Page 22 and 23: DOE-STD-I090-96 (Rev-I)Introduction
Page 24 and 25: DOE-STD-I090-96 (Rev-I)CHAPTER 1TER
Page 26 and 27: DOE-STD-I090-96 (Rev-I)CLOSING LINE
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Page 69 and 70: 6.2.5Operators of ForkliftTrucksa.
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Page 81 and 82: DOE-STD-I090-96 (Rev-!)Gantry Crane
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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)8.2 INSPECTI
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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)8.4 MAINTENA
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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)EXHIBIT I (c
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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)9.2 INSPECTI
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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-I)9.4 MAINTENA
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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-I090-96 (Rev-I)INTENTIONALL
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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-!)7. Locate sl
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DOE·STD·I090·96 (Rev-I)q. Never
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DOE-STD-I090-96 (Rev-I)j. Despite t
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DOE·STD·1090-96 (Rev-1)certificat
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DOE-STD-I090-96 (Rev-I)Exhibits I t
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DOE-STD-1090-96 (Rev-l)lNTENTIONALL
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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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DOE-STD-I090-96 (Rev-I)14.2.7 Maint
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DOE-STD-I090-96 (Rev-!)Four-pad pow
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DOE-STD-I090-96 (Rev-I)14.3.5 Testi
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DOE-STD-I090-96 (Rev-I)14.4 MAGNETS
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DOE-STD-I090-96 (Rev-I)1. External
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DOE-STD-I090-96 (Rev-I)instructed b
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DOE-STD-I090-96 (Rev-I)6. Charging
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DOE-STD-!090-96 (Rev-!)EXHIBIT IPag
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DOE·STD·I090-96 (Rev-I)15.2 DEFIN
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General note for Figures 15-5 throu
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DOE-STD-I090-96 (Rev-I)LIFT, ORDINA
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DOE-STD-1090~96 (Rev-l)Consideratio
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DOE-STD-I090-96 (Rev-I)15.4.2.4 Fre
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DOE-STD-I090-96 (Rev-I)4. Corroded
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DOE-STD-I090-96 (Rev-I)attention to
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DOE-STD-I090-96 (Rev-I)b. Test load
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DOE-STD-!090-96 (Rev-!)regardless Q
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DOE-STD-1090-96 (Rev-1)EMERGENCY ST
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DOE-STD-I090-96 (Rev-I)so by an app
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DOE-STD-I090-96 (Rev-I)Figure 15-13
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DOE-STD-I090-96 (Rev-I)include the
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DOE-STD-1090-96 (Rev-l)the platform
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DOE-STD-I090-96 (Rev-I)h. Report an
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DOE-STD-!090-96 (Rev-!)fRAISE THE T
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DOE-STD-I090-96 (Rev-I)h. Provide 4
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DOE-STD-1090-96 (Rev-l)ASME B56.7,
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