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

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DOE-STD-I090-96 (Rev-I)1. Conduct a link-by-link inspection forthe following defects: bent or stretched links,cracks in any section oflink, scores, or abrasionstending to weaken the rings or hooks. Reject ifdiscovered.2. Check rings and hooks for distortion,cracks in weld areas, corrosion, scores, orabrasions tending to weaken the ring or hooks.Reject ifdiscovered.3. Perform inspection on anindividual-link basis. Ifany link does not hingefreely with the adjoining link, remove theassembly from service.b. Remove from service assemblies withdeformed master links or coupling links.c. Remove from service assemblies ifhookshave been opened more than 15 percent ofthenormal throat opening measured at the narrowestpoint or twisted more than 10 degrees from theplane ofthe unbent hook.d. Do not straighten deformed hooks or otherattachments on the job. Assemblies with suchdefects shall be reconditioned by themanufacturer.e. Remove from service assemblies withcracked hooks or other end attachments;assemblies with repairable defects shall bereconditioned or repaired prior to being returnedto service.f. Ifwear exceeds the values shown in Table15-2, remove the assembly from service.Table 15-2. Maximum allowable we~rat any point of link.Chain size(in.)1/43/81/25/83/47/811-1/4Maximumallowable wear(in.)3/645/647/649/6410/6411/6412/6416/64NOTE: For other sizes, consult chain orsling manufacturer.15.4.7 Slings-Testing15.4.7.1 Wire Ropea. All swaged and poured socket slingassemblies shall be certified as having beenproof-tested. All other sling assemblies shall beproof-tested when specified by the purchaser.b. As a minimum, the proofload shall be equalto the rated capacitybut shall not exceed:1.. 125 percent ofthe vertical ratedcapacity for single-leg, hand-tucked slings.2. 200 percent ofthe vertical ratedcapacity for mechanical-splice single-leg slingsand endless slings.c. The proofload for multiple-leg bridle slingsshall be applied to the individual legs and shall beeither 200 percent for mechanical-spliced or 125percent for hand-tucked splice times the verticalrated capacity of a single-leg sling. Master linksto which multiple-leg slings are connected shall beproof-loaded to 200 percent times the forceapplied by the combined legs.d. Welded end attachments shall not be usedunless proof-tested at 2 times the rated capacityprior to initial use.e. Test loads described above shall be accurateto within -5 percent, +0 percent ofstipulatedvalues. A written letter ofcertification by themanufacturer or a pull test witnessed and certifiedin writing by a qualified person is acceptable.15.4.7.2 Synthetic Web Slingsa. When specified by the purchaser, web slingsof all types shall be certified as having beenproof-tested prior to initial use.1. The proofload for single-leg slingsand endless slings shall be 200 percent ofthevertical rated capacity prior.2. The proofload for multiple-leg bridleslings shall be applied to the individual legs andshall be 200 percent ofthe vertical rated capacityofa single-leg sling. Masterlinks to whichmultiple-leg slings are connected shall beproof-loaded to 200 percent times the forceapplied by the combined legs.15-15Chapter 15Construction Hoisting and RiggingEquipment Requirements
DOE-STD-I090-96 (Rev-I)b. Test loads shall be accurate to within-5 percent, +0 percent of stipulated values. Eithercertification by the manufacturer or a pull testcertified by a qualified person is acceptable.15.4.7.3 Alloy Steel Chaina. Single-leg and endless alloy-steel chainslings shall be certified as having beenproof-tested to 200 percent ofthe rated capacityprior to initial use.b. The proofload for multiple-leg bridle slingsshall be applied to the individual legs and shall be200 percent ofthe vertical rated capacity of asingle-leg sling. Master links to whichmultiple-leg slings are connected shall beproof-loaded to 200 percent multiplied by theforce applied by the combined legs.c. Test loads shall be accurate to within-5 percent, +0 percent ofstipulated values. Eithercertification by the manufacturer or a pull testcertified by a qualified person is acceptable.15.4.8 Rigging AccessoriesInspectiona. Users or other designated personnel shallinspect shackles, rings, eyebolts, lifting bars,rigging assemblies, and hooks at the beginning ofeach shift in which they are to be used, as follows:1. Inspect shackles, rings, and similaritems for wear, corrosion, spreading, anddeformation. Replace them ifdeformationexceeds 15 percent oftheir new condition.Replace shackle pins ifthey show any sign offailure in shear.2. Inspect lifting bars and spreaders forsigns offailure in bending; replace ifpermanentlybent more than 1/2 in. in 10 ft or iftwisted morethan 5 degrees out ofthe original plane. Examinehook-attachment welds for cracks and signs offailure in tension.3. Hooks having any ofthe followingdeficiencies shall be removed from service untilrepaired or replaced:i. Cracks.ii.Wear exceeding 10 percent oftheoriginal dimension.iii. A bend or twist exceeding 10degrees from the plane of theunbent hook.iv.Increase in throat openingexceeding 15 percent from thenew condition.4. Ifa latch is provided and it becomesinoperative because ofwear or deformation orfails to fully bridge the throat opening, remove thehook from service until the latch has been repairedor replaced.NOTE: Ifhooks are painted, a visual inspectionshould take the coating into consideration.Surface variations can disclose evidence ofheavyor severe service. In such instances, the surfacecondition may call for stripping the paint.15.4.9 Rigging AccessoriesTestinga. Tackle assemblies, handling IlXtures, andrigging accessories for critical-lift service shallhave an initial proof-load test of2 times the ratedcapacity. The tackle shall be proof-tested prior tomaking a critical lift ifproof-testing cannot beverified.b. Tackle assemblies, handling IlXtures, andrigging accessories that have been modified orextensively repaired shall be proof-tested again to2 times the rated capacity prior to making acritical lift.c. Test loads shall be accurate to within-5 percent, +0 percent ofstipulated values.Chapter 15Construction Hoisting and RiggingEquipment Requirements 15-16
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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-!)7. Locate sl
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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-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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