ML19319D238

Surveillance Procedure SP-601,Revision 4, Procedure for Load Testing Slings & Lifting Fixtures.

ML19319D238
Person / Time
Site:	Crystal River
Issue date:	07/06/1978
From:	Beatty G, Mckee P FLORIDA POWER CORP.
To:
References
SP-601, NUDOCS 8003130864
Download: ML19319D238 (799)

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Riv. 4 6/29/78

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l Document Section i N FORM ATION ON L C. R. Nuclear l-SURVEILLANCE PROCEDUP2 SP-601 ELORIDA POWER CORPORATION CRYSTAL RIVER UNIT 3 PROCEDURE FOR LOAD IESTING SLINc5 AND LIyTING FIx7ggg3 DOCIBt

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I: ;, - 6 REVIE'aTD SY: Plant Review Coc=it:ee

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Meeting No, ,f g4 APPROVED SY:  !!uclear Plan Mana;;e r Af '

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1.0 SURVEILLANCE REQUIRDfENTS l.1 REQUIREMENTS REFERENCE Surv. Req'd. Mode Surv. Freq.

Source During Modes Notes Frec. Notes 29 CFR 1910, Chapter XVII 1 thru 6 47 W 40 MODE NOTES: 47 - Sling in use.

SURVEILLANCE FREQUENCY: W - Weekly FREQUENCY NOTES: 40 - Establish prior to ascent into applicable

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mode (prior to sling use).

1.2 Slings used in the handling of fuel vill be load tested to 1.2 times-the weight of the load to be lifted before each fuel receipt.

1.3 Slings complete with hook or other lifting rig fixtures to be used for lifting during safety-rela:ed activities other :han in Step 1.2 above shall be load tested to 1.2 times the Oeight of

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' the load to be lifted quarterly during use.

1.4 Tagging of the total lift rig asse:bly will be done at the time of load testing. The tag vill denote date of test, weight lifted, and'other lifting fixtures used to co:plete the lift rig asse=bly. .Each cocponent shall be tagged.

i.5 When it is impracticable to perfor= a load test in accordance with Step 1.3 above (because of ex:remely heavy lif ts for example), slings rated at least 1.2 times the load te he lif:ed shall be used and a visual examination shall be perferred and do'cumented on Data Sheet I, no:ing "N/A" for load :es:. Ra:ings for non-standard configuration are based on normal sling calcu-lations.

Page 1- SP-601 . Date 6/29/73 Rev. 4

2.0 ACCEPTANCE CRITERIA.

i 2.1 Load test completed with no slip'in rigging.

-2.2 - Visual examination shows:

a. No broken strands.

b. No corrosion which when cleaned shows pitting.

c. No set kinks (deformations).

2.3 Successful completion of the attached Data Sheet I (Enclosure 1).

3.0 REFERENCES

3.1 29 CFR 1910, Chapter XVII 3.2 Data Sheet I (Enclosure 1), Procedure for Load Testini; Slings 3.3 CSL Descriptions and Rated Load Capabilities (Enclestre 2) 4 6

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4.0 SPECIAL CONDITIONS OR REQUIREMENTS

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4.1 Test load shall not exceed 110% of rating for any sling, hook, shackle, or other lifting fixture to b.e used.

4.2 Load test.to be perforned in area where potencial for damage is minimized if test load is dropped.

5.0 EQUIPMENT REQUIRED 5.1 Test load _ equal in weight to at least 1.2 times the actual load

, to be lifted but in no event greater than 110% of rating for any lifting rig component. (See Enclosure 2.)

5.2 Sling, hook, shackle, and other lifting fixtures te be tested.

Determine sling use and refer to Enclosure 2 for capabilities and load test requirements.

5.3 Crane with the capability to handle test load.

5.4 Rigaing h cd are such as shackles, eyebolts, etc., as required.

6.f PROCEDURE Determine load weight and ratings for sling, hoek, and all lifting rig components.

6.1 Secure siing and complete lifting rig to crane h::k.

6.2 Secure complete lifting rig to test load.

6.3 Raise test load to approximately 4 ft. from ficer (' ft. from bottom of load. to floor).

6.4

• Lower test load to approximately 2 ft. and hold f:r 30 sec.

6.5 Set test load on' floor.

6. 6 . Repeat Steps 6.3, 6.4, and 6.5 above.

6.7 Release test load from' lifting rig.

6.8 Record applicable data on Data Sheet I (Enclosure ~).

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6.9 No restoration required.

6.1 Notify the Shift Supervisor of the completion and results of this Surveillance Procedure.

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SP-601 Date 6/29/78 F.ev. 4 l 1

ENCLOSURE 1

- DATA SHEET I -

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PROCEDURE FOR LOAD TESTING SLINGS Initials

-Sling No. CSL-Visual examination shows:

a. 'No broken strands,

b. No corrosion which when cleaned shows pitting.

• c. No set kink's (deformations).

Hook-No. (or description)

Shackle No. (or description)

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Other Lif t1ng Fixtures Test Load Weight Load' test completed with no slip in rigging.

C0501ENTS:

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Describe lifting rig assembly (with sketch of how it was rigged).

i-i Perfor:ed By Date l- . *'.' Set. kinks" are defined as any strand or strands which are deformed in a =anner I

irregular to the re=sining strands which could result in cross-sectional, non-uniform loading.

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CERTIFIED SLING DESCRIPTIONS AND RATED LOAD CAPABILITIES

-CSL-6, Fuel Handling Fixture Sling (one 1/2" x 18" leg with two 3/8" x 14" legs)

Rated ca,pacity is 2.2 tons based on the tvo 3/8" legs at no more than 30*.

. NOTE: When attached to the fuel handling fixture, the two 3/8" legs are at an angle of approximately 16.6*. To meet the requirements of Section 4.1, the-test load should be no greater than approximately 4840 lbs.

CSL-7, Fresh Fuel Shipping Container Four Legged Sling (four 1/2" x 204" legs)

'CAPA3ILITIES: straight pull (each leg) - 10,560 lbs.

NOTE: A fresh fuel shipping container with two assemblies weighs approxi=ately 7300 lbs., therefore, a load test of at least 10,950 lbs. is required.

To load test CSL-7 prior to fuel receipt, lift either of the new fuel I

storage rack missile shields (weighing 14,125 lbs.) in accordance with j i

Section 6.0 of this progedure. ,

CSL-8, New Fuel Assembly Lifting Sling (single leg 1/2" x 180" with braided loop at both ends)  !

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CAPABILITIES: Basket lift (looped over hook and shackled at loops) rated  ;

' capacity is approximately 9,000 lbs. -

CSL-9, New Fuel Assembiv Ilif ting Sling (single leg 1/2" x 150" with braided loop at both ends)

CAPABILITIES: See capabilities of CSL-8 above.

NOTE: 'CSL-8 and CSL-9 are used together on the auxiliary building main heck  :

to move fuel asse=blies. Since a fuel assembly with control rod weighs - I approximately 1660 lbs. , a load test of at least 2490 lbs. is required.

To load test CSL-8 and CSL-9, lift any one of the auxiliary building access hatches (weighing approxi=ately 5300 lbs.) in accordance with  ;

Section 6.0 of this procedure.

l Page 4 SP-601 Date 4/3/76 Rev. 2 i