A.01.30_Amended_Performance_Work_Statement_W912EF18Q00890001.pdf

I ce Har bor Li f t i ng Devi ces Load Test i ng W912EF18Q0089 Amend-0001

SECTI ON TABLE OF CONTENTS

DI VI SI ON 41 - MATERI AL PROCESSI NG AND HANDLI NG EQUI PMENT

SECTI ON 41 22 13. 76 28

I CE HARBOR LI FTI NG DEVI CES LOAD TESTI NG

PART 1 GENERAL

1. 1 DESCRI PTI ON OF WORK

1. 2 REFERENCES

1. 2. 1 Sour ces For Ref er ence Publ i cat i ons

1. 3 SAFETY

1. 4 PRE- WORK MEETI NG

1. 5 LOADI NG AND UNLOADI NG LI FTNG BEAM AND BRACKETS

1. 5. 1 El ect r oni c Submi t t al s

1. 6 SECURI TY

1. 6. 1 Access And Gener al Pr ot ect i on/ Secur i t y Pol i cy And Pr ocedur es

1. 6. 2 Pr e- Scr een Candi dat es Usi ng E- Ver i f y Pr ogr am

1. 6. 3 Empl oyee Escor t

1. 7 GOVERNMENT' S WORK SCHEDULE

1. 8 QUALI FI ED PERSON

1. 9 GOVERNMENT QUALI TY ASSURANCE ( QASP)

PART 2 PRODUCTS

2. 1 NAMEPLATE AND WORKI NG LOAD LI MI T MARKI NGS

2. 1. 1 Namepl at es f or Li f t i ng Devi ces

PART 3 EXECUTI ON

3. 1 I N- SHOP LI FTI NG BEAM AND BEARI NG BRACKETS TESTI NG

3. 1. 1 Pr e and Post Load Test I nspect i ons

3. 1. 2 Li f t i ng Devi ce Shop Test Pr ocedur e

3. 1. 3 I n- Shop 125% Load Test

3. 1. 4 Li f t i ng Devi ce Load Test Repor t

ATTACHMENTS:

modi f i cat i on dr awi ng

Exi st i ng Li f t i ng Beam

Beam And Cent er Suppor t Phot ogr aphs

Upper Bear i ng Br acket s

- - End of Sect i on Tabl e of Cont ent s - -

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I CE HARBOR LI FTI NG DEVI CES LOAD TESTI NG

PART 1 GENERAL

1. 1 DESCRI PTI ON OF WORK

Thi s Sect i on cover s t he mechani cal wor k t o t est an exi st i ng r ot or l i f t i ng beam f or I ce Har bor Power house, Uni t s 1- 3 gener at or s. Desi gn dr awi ngs and modi f i cat i on dr awi ng ar e pr ovi ded by t he Gover nment f or t he Exi st i ng Li f t i ng Beam, Beam And Cent er Suppor t Phot ogr aphs ar e al so pr ovi ded, see at t achment s at t he end of speci f i cat i on. Conf i r m al l measur ement s and det ai l s of t he exi st i ng l i f t i ng beam at t he Cont r act or ' s shop f aci l i t y .

The r ot or l i f t i ng beam has an expect ed wor ki ng l oad l i mi t of 480 t ons.

Thi s sect i on al so cover s t he mechani cal wor k t o t est t wo exi st i ng upper bear i ng br acket l i f t i ng devi ces f or I ce Har bor Power house, Uni t s 1- 3 gener at or s. Phot os of t he Upper Bear i ng Br acket s ar e at t ached at t he end of t hi s speci f i cat i on.

Each upper bear i ng br acket l i f t i ng devi ces has an expect ed wor ki ng l oad l i mi t of 80 t ons.

For t hi s speci f i cat i on t he t er m " l i f t i ng devi ce( s) " i ncl udes t he 480 t on l i f t i ng beam and t wo 80 t on upper bear i ng br acket s.

1. 2 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent i ndi cat ed by t he r ef er ence. The publ i cat i ons ar e r ef er r ed t o i n t he t ext by basi c def i ni t i on onl y.

ASME I NTERNATI ONAL ( ASME)

ASME B30. 20 ( 2013; I NT Oct 2010 - May 2012) Bel ow- t he- Hook Li f t i ng Devi ces

ASME BTH- 1 ( 2017) Bel ow- t he- Hook Li f t i ng Devi ces

AMERI CAN WELDI NG SOCI ETY ( AWS)

AWS D14. 1/ D14. 1M ( 2005) Speci f i cat i on f or Wel di ng I ndust r i al and Mi l l Cr anes and Ot her Mat er i al Handl i ng Equi pment

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

EM 385- 1- 1 Saf et y and Heal t h Requi r ement s Manual

The Cont r act or shal l be r esponsi bl e f or compl yi ng wi t h t he cur r ent edi t i on and al l changes post ed on t he web as of t he ef f ect i ve dat e of t hi s solicitation.

SECTI ON 41 22 13. 76 28

1. 2. 1 Sour ces For Ref er ence Publ i cat i ons

ASME I NTERNATI ONAL ( ASME)

Two Par k Avenue, M/ S 10E New Yor k, NY 10016- 5990 Ph: 800- 843- 2763 Fax: 973- 882- 1717 E- mai l : cust omer car e@asme. or g I nt er net : http://www.asme.org

AMERI CAN WELDI NG SOCI ETY ( AWS)

13301 NW 47 Ave Mi ami , FL 33054

Ph: 888- WELDI NG, 305- 824- 1177, 305- 826- 6192 Fax: 305- 826- 6195 E- mai l : cust omer . ser vi ce@awspubs. com Internet: http://www.aws.org

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

CRD- C DOCUMENTS avai l abl e on I nt er net :

http://www.wbdg.org/ccb/browse_cat.php?c=68 Or der Ot her Document s f r om:

USACE Publ i cat i ons Depot At t n: CEHEC- I M- PD 2803 52nd Avenue Hyat t svi l l e, MD 20781- 1102 Ph: 301- 394- 0081 Fax: 301- 394- 0084 E- mai l : pubs- ar my@usace. ar my. mi l I nt er net : http://www.publications.usace.army.mil/ or http://www.hnc.usace.army.mil/Missions/Engineering/TECHINFO.aspx

1. 3 SAFETY

Whenever t he Cont r act or i s at I ce Har bor Dam t he Cont r act or shal l compl y wi t h Saf et y and Heal t h Requi r ement s Manual EM 385- 1- 1.

1. 4 PRE- WORK MEETI NG

A t el e- conf er ence pr e- wor k meet i ng wi l l be conduct ed af t er Not i ce of Awar d. Dat e and Ti me of t el e- conf er ance wi l l be gi ven af t er awar d. The pur pose of t hi s meet i ng i s t o di scuss and devel op mut ual under st andi ngs r el at i ve t o t he wor k and schedul i ng of wor k. Each of t he f ol l owi ng i t ems shal l be emai l ed t o t he Cont r act i ng Of f i cer one ( 1) week pr i or t o t hi s meeting:

a. Pr oj ect Schedul e, i ncl ude i n t he pr oj ect schedul e t he f ol l owi ng items.

1. Dat e t o pi ckup l i f t i ng devi ces f r om I ce Har bor .

2. Dat es of al l I n- Shop Li f t i ng Devi ce Test i ng

3. Dat e t o del i ver l i f t i ng devi ces back t o I ce Har bor .

b. A Li st of vehi c l es and l i cense pl at e number s t o be used f or t r anspor t i ng t he l i f t i ng devi ces.

SECTI ON 41 22 13. 76 28

c. Let t er s i gned by company Pr esi dent and/ or Chi ef Oper at i ng Of f i cer st at i ng e- f i l e ver i f i cat i on of al l empl oyees, t hat wi l l be at I ce Har bor Dam, by name.

d. Li f t i ng Devi ce Shop Test Pr ocedur e, see par agr aph t i t l ed " Li f t i ng Devi ce Shop Test Pr ocedur e" f or r equi r ement s.

1. 5 LOADI NG AND UNLOADI NG LI FTNG BEAM AND BRACKETS

Li f t i ng Devi ces shal l be r et ur ned t o t he pr oj ect no l at er t han June 21, 2018.

Gover nment r esponsi bi l i t y :

Gover nment wi l l l oad and unl oad t he l i f t i ng devi ces on t he Cont r act or s t r anspor t i ng vehi c l e( s) .

Cont r act or r esponsi bi l i t y :

Pr ovi di ng al l t i e downs r equi r ed f or t r anspor t i ng t he l i f t i ng devices.

Secur i ng t he l i f t i ng devi ces t o t he t r anspor t vehi c l e( s)

Loadi ng and t r anspor t i ng t he l i f t i ng devi ces back t o I ce Har bor Dam.

1. 5. 1 El ect r oni c Submi t t al s

Each submi t t al shal l be sent i n PDF f or mat v i a e- mai l t o t he t r ansmi t t al mai l box f or t he Lower Snake Ri ver Resi dent Of f i ce:

CENWW-LSCRO-SUBMITTALS@usace.army.mil

Addr ess submi t t al s t o Luke Gr oom.

Submi t t al f i l es t oo l ar ge t o send vi a e- mai l shal l be submi t t ed usi ng t he AMRDEC Saf e Access Fi l e Exchange ( SAFE) websi t e at :

ht t ps: / / saf e. amr dec. ar my. mi l / SAFE/

When asked t o " pr ovi de an emai l t o pr ovi de access t o" , ent er t he Lower Snake Ri ver Resi dent Of f i ce t r ansmi t t al e- mai l addr ess.

1. 6 SECURITY

The Pr oj ect s i t e i s a secur ed ar ea and access ont o t he Pr oj ect i s r est r i c t ed. The secur i t y measur es af f ect al l of t he Cont r act or ' s vehi c l es and per sonnel . Ther e wi l l be del ays when ent er i ng Pr oj ect s due t o l ocked gat es, vehi c l e i nspect i ons, and per sonnel checks. I nspect i ons and checks may i ncl ude i nspect i on of t ool boxes, br i ef cases, l unch boxes, and ot her containers.

1. 6. 1 Access And Gener al Pr ot ect i on/ Secur i t y Pol i cy And Pr ocedur es

Al l cont r act or empl oyees, i ncl udi ng al l associ at ed sub- cont r act or empl oyees, shal l compl y wi t h al l appl i cabl e f aci l i t y access and secur i t y pol i c i es and pr ocedur es. Local f aci l i t y pol i c i es and pr ocedur es wi l l be pr ovi ded by a gover nment r epr esent at i ve.

I n addi t i on t o t he changes ot her wi se aut hor i zed by t he changes c l ause of t hi s cont r act , shoul d t he For ce Pr ot ect i on Condi t i on ( FPCON) at any f aci l i t y change, t he Gover nment may r equi r e changes i n cont r act or secur i t y mat t er s or pr ocesses.

1. 6. 2 Pr e- Scr een Candi dat es Usi ng E- Ver i f y Pr ogr am

The Cont r act or must pr e- scr een al l i ndi v i dual s, ( candi dat es) , t hat wi l l be i nsi de t he secur ed ar ea at I ce Har bor Dam usi ng t he E- ver i f y Pr ogr am ( http://www.uscis.gov/e-verify ) websi t e t o meet t he est abl i shed empl oyment el i gi bi l i t y r equi r ement s. The Cont r act or must ensur e t hat each Candi dat e has t wo val i d f or ms of Gover nment i ssued i dent i f i cat i on pr i or t o enr ol l ment t o ensur e t he cor r ect i nf or mat i on i s ent er ed i nt o t he E- ver i f y syst em.

An i ni t i al l i s t of ver i f i ed/ el i gi bl e Candi dat es must be pr ovi ded t o t he COR or t o t he cont r act i ng of f i cer ( i f a COR i s not assi gned) , no l at er t han 15 busi ness days af t er r ecei pt of Not i ce of Awar d.

1. 6. 3 Empl oyee Escor t

Al l cont r act or empl oyees, i ncl udi ng al l associ at ed sub- cont r act or empl oyees, who ar e not i n possessi on of t he appr opr i at e secur i t y c l ear ance or access pr i v i l eges, wi l l be escor t ed i n sensi t i ve or r est r i c t ed ar eas and/ or ar eas wher e t hey may be exposed t o c l assi f i ed and/ or sensi t i ve materials.

1. 7 GOVERNMENT' S WORK SCHEDULE

The mai nt enance cr ews at t he dam wor k f r om 6: 30 a. m. t o 5: 00 p. m. , Monday t hr ough Thur sday. Cr ews and st af f do not wor k on weekends and Feder al hol i days. I f a Feder al hol i day f al l s on a Fr i day, t he cr ews and st af f do not wor k on t he pr ecedi ng Thur sday. A power house oper at or i s at t he s i t e 24 hour s a day, 7 days a week, i ncl udi ng Feder al hol i days but i s not avai l abl e t o assi st t he Cont r act or .

I f t he Cont r act or r equi r es Gover nment suppor t or assi st ance out s i de of nor mal wor k hour s, t he Cont r act or must make a f or mal wr i t t en r equest t o t he Cont r act i ng Of f i cer at l east one week pr i or t o t he dat e t hat suppor t / assi st ance i s needed. The Gover nment wi l l r evi ew t hi s r equest , but t her e i s no guar ant ee t hat Gover nment suppor t or assi st ance can be pr ovi ded.

1. 8 QUALI FI ED PERSON

The Qual i f i ed Per son shal l meet ASME B30. 20 and OSHA 1910 def i ni t i ons and r equi r ement s f or a Qual i f i ed Per son. The Qual i f i ed Per son shal l be a Regi st er ed Pr of essi onal Engi neer wi t h a Mechani cal or St r uct ur al backgr ound.

1. 9 GOVERNMENT QUALI TY ASSURANCE ( QASP)

a. The Gover nment wi l l moni t or t he Cont r act or ' s per f or mance under t hi s cont r act usi ng qual i t y assur ance pr ocedur es devel oped by t he Gover nment . Typi cal pr ocedur es mi ght i ncl ude r andom sampl i ng, checkl i st s, cust omer compl ai nt s, and obser vat i ons.

b. The Gover nment r eser ves t he r i ght t o i nspect and t est al l ser vi ces cal l ed f or by t he cont r act , t o t he ext ent pr act i cabl e at al l t i mes and pl aces dur i ng t he t er m of t he cont r act . The Gover nment wi l l per f or m i nspect i ons and t est s i n a manner t hat wi l l not undul y del ay t he wor k.

c. I f any of t he ser vi ces do not conf or m t o cont r act r equi r ement s, t he Gover nment wi l l r equest t he Cont r act or t o per f or m t he ser vi ces agai n, wher e appr opr i at e, i n conf or mi t y wi t h cont r act r equi r ement s, at no i ncr ease i n cont r act amount . When t he def ect s i n ser vi ces cannot be cor r ect ed by r e- per f or mance, t he Gover nment may ( 1) r equi r e t he Cont r act or t o t ake necessar y act i on t o ensur e f ut ur e per f or mance conf or ms t o cont r act r equi r ement s and ( 2) r educe t he cont r act pr i ce t o r ef l ect t he r educed val ue of t he ser vi ces per f or med.

d. I f t he Cont r act or f ai l s t o pr ompt l y r e- per f or m t he ser vi ces or t o t ake t he necessar y act i on t o ensur e f ut ur e per f or mance i n conf or mi t y wi t h cont r act r equi r ement s, t he Gover nment may by cont r act , or ot her wi se ( 1) per f or m t he ser vi ces and char ge t o t he Cont r act or any cost i ncur r ed by t he Gover nment t hat i s di r ect l y r el at ed t o t he per f or mance of such ser vi ce or ( 2) t er mi nat e t he cont r act i n whol e or i n par t .

PART 2 PRODUCTS

2. 1 NAMEPLATE AND WORKI NG LOAD LI MI T MARKI NGS

2. 1. 1 Namepl at es f or Li f t i ng Devi ces

Pr ovi de new namepl at es i n conf or mance wi t h ASME B30. 20, i ncl udi ng but not l i mi t ed t o:

a. 480 Ton Li f t i ng Beam

1. Devi ce I D: PH- GRLB- 1/ 1

2. Mi l waukee Cr ane, 10250 SW Nor t h Dakot a St , Ti gar d, OR 97223

3. Ser i al number : 1601

4. Fabr i cat ed: 1960

5. Rat ed Capaci t y: 480 Tons

6. Li f t i ng Beam was Load Test ed t o 125%

7. Li f t i ng Beam Wei ght : " Added by Cont r act or af t er Wei ght Test "

8. ASME BTH- 1 Desi gn Cat egor y A.

9. ASME BTH- 1 Ser vi ce Cl ass 0.

10. Ref er t o EM 385- 1- 1 and t he Oper at i on and Mai nt enance Li br ar y f or Pr oduct Saf et y I nf or mat i on

b. 80 Ton Upper Bear i ng Br acket s ( t wo pl at es r equi r ed)

1. Devi ce I D: PH- GUBBLD- 1/ 2 and PH- GUBBLD- 2/ 2

2. Gener al El ect r i c

3. Ser i al number : B1 & B2

4. Fabr i cat ed: Unknown

5. Rat ed Capaci t y: 80 Tons

6. Li f t i ng Devi ce was Load Test ed t o 125%

7. Li f t i ng Devi ce Wei ght : " Added by Cont r act or af t er Wei ght Test "

8. ASME BTH- 1 Desi gn Cat egor y A.

9. ASME BTH- 1 Ser vi ce Cl ass 0.

10. Ref er t o EM 385- 1- 1 and t he Oper at i on and Mai nt enance Li br ar y f or Pr oduct Saf et y I nf or mat i on

Do not pr ovi de v i nyl l ogos and l et t er i ng f or pl at e. Pr ovi de new, cor r osi on- r esi st ant met al pl at es and cor r osi on- r esi st i ng st eel f ast ener s.

The Li f t i ng Beam new namepl at e shal l be s i zed t o mat ch t he exi st i ng l i f t i ng beam namepl at e and desi gned t o at t ach t o t he l i f t i ng beam i n t he same l ocat i on. The upper bear i ng br acket s ' new namepl at es shal l be s i zed t o f i t on t he pi n keeper pl at e wi t h 4 bol t s, see phot o at t he end of speci f i cat i on f or l ocat i on c l ar i f i cat i on.

Submi t f or appr oval , f or each namepl at e r equi r ed, a namepl at e dr awi ngs i ncl udi ng but not l i mi t ed t o t he pr oposed namepl at e, i t s s i ze, wor di ng, char act er s i zes, l ocat i on on t he l i f t i ng beam, pl at e mat er i al cal l out s, and f ast ener mat er i al cal l out s. Li f t i ng Beam namepl at e l et t er i ng must be easi l y l egi bl e f r om a di st ance of f i ve f eet . Upper Bear i ng Br acket s namepl at es l oad r at i ng l et t er i ng must be easi l y l egi bl e f r om a di st ance of f i ve f eet .

Cont r act or shal l submi t el ect r oni c ver si on of namepl at es descr i bed her ei n f or appr oval pr i or t o f abr i cat i on no l at er t han f i ve days af t er t est i ng.

Fi nal namepl at es shal l be mai l ed separ at el y t o t he f ol l owi ng poi nt of cont act no l at er t han f or t y f i ve ( 45) days af t er t est i ng.

Poi nt of Cont act :

Fl oyd St r edwi ck I ce Har bor Dam US Ar my Cor ps of Engi neer s 2763 Monument Dr i ve Bur bank, Washi ngt on 99323

PART 3 EXECUTI ON

3. 1 I N- SHOP LI FTI NG BEAM AND BEARI NG BRACKETS TESTI NG

3. 1. 1 Pr e and Post Load Test I nspect i ons

I nspect each l i f t i ng devi ce per r equi r ement s of ASME B30. 20 bef or e and af t er t he l oad t est s. For t he l i f t i ng beam t r unni on shaf t s per f or m Ul t r asoni c Test i ng bef or e and af t er t he l oad t est and compar e r esul t s on t he l i f t i ng beam. Af t er l oad t est di sassembl e beam and i nspect t r unni on shaf t s and bear i ngs wi t h a combi nat i on of v i sual , dye penet r ant and mag par t i c l e f or def or mat i on or cr acki ng, speci f i cal l y on t he bot t om of t he shaf t s at t he base. Al l wel d i nspect i ons and non dest r uct i ve exami nat i on descr i bed her ei n shal l be per f or med by a cer t i f i ed wel d i nspect or as def i ned by AWS D14. 1/ D14. 1M.

3. 1. 2 Li f t i ng Devi ce Shop Test Pr ocedur e

Submi t a Li f t i ng Devi ce Shop Test Pr ocedur e f or each l i f t i ng devi ce, pr epar ed by t he Qual i f i ed Per son, whi ch i ncl udes but i s not l i mi t ed t o a t est wei ght pl an, dr awi ngs or di agr ams, pr ocedur es t o meet t he t est i ng r equi r ement s of ASME B30. 20 and EM 385- 1- 1, and post - l oad- t est v i sual i nspect i ons f or def or mat i on, cr acks, or ot her def ect s. Each l i f t i ng devi ce must be l oad t est ed i n a manner whi ch wi l l cause i dent i cal st r ess t o t hose dur i ng nor mal use, t hr ough t he same l oad pat hs. Test i ng shal l be done under t he di r ect i on of a qual i f i ed per son, and shal l i nc l ude but not be l i mi t ed t o hoi st i ng or hydr aul i cs, at mi ni mum, 125% of t he r at ed capaci t y. I f t he shop t est consi st s of an act ual l i f t , t he l i f t shal l be of a suf f i c i ent di st ance t o ensur e t he l oad i s f ul l y suppor t ed by t he l i f t i ng beam hooks.

Li f t i ng Devi ce Shop Test Pr ocedur es shal l i ncl ude Qual i f i ed Per son and Cer t i f i ed Wel d I nspect or qual i f i cat i ons.

3. 1. 3 I n- Shop 125% Load Test

a. The capaci t y of t he r ot or l i f t i ng beam i s 480 t ons. Per f or m t he l oad t est t o 600 t ons.

b. The capaci t y of t he upper bear i ng br acket s ar e 80 t ons. Per f or m t he l oad t est t o 100 t ons

c. I f any cr acks or damage ar e f ound dur i ng any of t he Pr e Load Test I nspect i ons, t he Cont r act or shal l not i f y t he Gover nment pr i or t o per f or mi ng Load Test s.

d. Af t er t he l i f t i ng beam has been assembl ed, ser v i ce t he equi pment .

The Gover nment wi l l pr ovi de t he gr ease r equi r ed f or i ni t i al ser vi c i ng f or shop t est s. Gr ease af t er each i nspect i on.

e. As per FAR 52. 246- 4 I nspect i on Of Ser vi ces a r epr esent at i ve f r om t he Gover nment must be pr esent t o wi t ness t he l oad t est . Not i f y t he KO, wi t hi n t he f i r st 5 cal endar days of cont r act awar d, t he dat es of t he I n- Shop Load Test . Not i f y t he KO, a mi ni mum of t hr ee busi ness days i n advance, any r evi s i ons of t he dat es of t he I n- Shop Load Test .

3. 1. 4 Li f t i ng Devi ce Load Test Repor t

Submi t f or appr oval a Li f t i ng Devi ce Load Test Repor t f or each devi ce t est ed, pr epar ed by t he Qual i f i ed Per son, i ncl udi ng but not l i mi t ed t o t he following:

a. Li f t i ng Devi ce Shop Test Repor t s

I ncl udi ng but not l i mi t ed t o t he f ol l owi ng:

( 1) Appr oved pr ocedur e ( 2) Phot os of t he l i f t i ng devi ce hol di ng t he 125% l oad ( 3) Cl ose- up phot os of l oad pat h el ement s af t er t he t est

b. Qual i f i ed Per son Qual i f i cat i ons

c. Cer t i f i ed Wel d I nspect or Qual i f i cat i ons

d. New Li f t i ng Devi ce Wei ght Repor t s

I ncl udi ng but not l i mi t ed t o t he f ol l owi ng:

( 1) Cal i br at i on cer t i f i cat e( s) ( 2) Ser i al number ( s) of equi pment used ( 3) Wei ght of t he Li f t i ng Devi ce

e. Li f t i ng Devi ce Pr e- I nspect i on Repor t

I ncl udi ng but not l i mi t ed t o t he f ol l owi ng:

( 1) Phot ogr aphs of t he l i f t i ng devi ce assembl i es, l i f t i ng devi ce component s, and of any cr acks and anomal i es f ound.

( 2) I nspect i on r esul t s i ncl udi ng descr i pt i ons of any cr acks and anomal i es and t hei r l ocat i ons.

f . Li f t i ng Devi ce Post - I nspect i on Repor t

I ncl udi ng but not l i mi t ed t o t he f ol l owi ng:

( 1) Phot ogr aphs of t he l i f t i ng devi ce assembl i es, l i f t i ng devi ce component s, and of any cr acks and anomal i es f ound.

( 2) I nspect i on r esul t s i ncl udi ng descr i pt i ons of any cr acks and anomal i es and t hei r l ocat i ons.

( 3) St at ement i ndi cat i ng t hat t he subj ect l i f t i ng devi ce was l oad t est ed t o 125% and t he dat e of t he l oad t est .

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BEAM AND CENTER TRUNION SUPPORT PHOTOGRAHS

Lifting Beam/Rotor Pick

Lifting Beam Center Trunion

Lifting Beam/Hook Connection End View

Upper Bearing Bracket With Lifting Devices

Upper Bearing Brackets

Pin DIA is 7 inches

Rated load is: 80 Ton

Approximate weight is 7000lb

Location for Name Plate.