03_25_30.pdf

Gr een Br ook, Segment C- 1

AMENDMENT # 4

SECTI ON 03 25 30

BRI DGE CONSTRUCTI ON USI NG MOVEMENT SYSTEMS

PART 1 GENERAL

1. 1 DEFINITIONS

A. Br i dge Move: Br i dge move r ef er s t o al l component s i ncl udi ng, but not l i mi t ed t o Sel f Pr opel l ed Modul ar Tr anspor t er s ( SPMT) , cr anes, j acks, pumps, excavat or s and pr ocesses i ncl udi ng but not l i mi t ed t o, submi t t al pr epar at i on, execut i on of t he br i dge movement , pr e- move and post - event i nspect i ons, and r emedi al act i on r el at ed t o movi ng t he newl y const r uct ed br i dge f r om t he t empor ar y st agi ng ar ea ont o t he per manent ar ea wi t hi n t he r ai l r oad embankment .

B. Move Devi ce: The mai n pi ece of equi pment per f or mi ng t he movi ng of t he br i dge such as but not l i mi t ed t o SPMT, cr anes, or ot her heavy l oad movi ng equi pment .

C. Rai l Road Shut down: Rai l r oad shut down r ef er s t o t he t i me per i od dur i ng whi ch t he br i dge move must be execut ed. Dur i ng t hi s t i me per i od t he r ai l r oad t r acks wi l l be t aken out of ser vi ce. The r ai l r oad shut down wi l l occur as descr i bed i n Sect i on 01 14 00 WORK RESTRI CTI ONS.

D. NJ Tr ansi t Oper at i ons: NJ Tr ansi t oper at i ons r ef er t o t he wor k t o be per f or med by NJ Tr ansi t or i t s subcont r act or at t he st ar t and at t he end of t he r ai l r oad shut down. The cont r act or wi l l not be al l owed t o per f or m const r uct i on act i v i t i es t hat may i nt er f er e wi t h t he execut i on of NJ Tr ansi t oper at i ons. The wor k at t he st ar t of t he shut down i ncl udes but i t i s not l i mi t ed t o cut t i ng t he r ai l s , r emovi ng t he t i es, and r emovi ng t he bal l ast . The wor k at t he end of t he shut down i ncl udes but i s not l i mi t ed t o pl aci ng t he bal l ast , pl aci ng t he t i es, pl aci ng and spl i c i ng t he r ai l s .

1. 2 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . The f ol l owi ng shal l be submi t t ed i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s

Schedule ; G, RO

Submi t a det ai l ed hour by hour schedul e addr essi ng t he t i mi ng and sequence of t he br i dge move i ncl udi ng but not l i mi t ed t o excavat i on of t he r ai l r oad embankment , subgr ade pr epar at i on, t r anspor t at i on of t he br i dge, and backf i l l i ng. The schedul e shal l al so show t he t i me al l ot t ed f or NJ Tr ansi t Oper at i ons i n accor dance wi t h sect i on 1. 2( C) .

Wor k Pl an; G, RO

Obt ai n appr oval f r om New Jer sey Tr ansi t pr i or t o or der i ng mat er i al s or

SECTI ON 03 25 30 Page 1 commenci ng r el at ed wor k.

PRE- OPERATI ONS CHECKLI ST; G, RO

Submi t a checkl i st showi ng t he br i dge move st ep by st ep act i v i t i es i n sequent i al f or m f or t r acki ng t he pr ogr ess of t he oper at i ons.

SD- 02 Shop Dr awi ngs

BRI DGE MOVEMENT SYSTEMS; G, RO

Submi t wor ki ng dr awi ngs and cal cul at i ons s i gned by a NJ Pr of essi onal Engi neer f or COR appr oval pr i or t o or der i ng mat er i al s or commenci ng r el at ed wor k. Show compl et e det ai l s and subst ant i at i ng cal cul at i ons of t he met hod, mat er i al s, and equi pment t o be used f or t he br i dge move. The desi gn shal l be i n accor dance wi t h t he AASHTO Gui de Desi gn Speci f i cat i ons f or Br i dge Tempor ar y Wor ks and AASHTO LRFD Gui de Speci f i cat i ons f or Accel er at ed Br i dge Construction . The move devi ce shal l be capabl e of suppor t i ng a mi ni mum l oad of 1, 700 ki ps ( 850 t on) of segment 1 br i dge pl us t he wei ght of any addi t i onal shor i ng, r i ggi ng, or auxi l i ar y devi ce as r equi r ed by t he br i dge movement syst em f or movi ng t he br i dge i nt o t he f i nal l ocat i on. Pr ovi de compl et e det ai l s of t he Br i dge st agi ng ar ea as r equi r ed i n sect i on 1. 3.

The COR r eser ves t he r i ght t o r evi ew t hese dr awi ngs f or up t o 15 wor ki ng days wi t hout gr ant i ng an i ncr ease i n t he number of wor ki ng days f or t he pr oj ect . Thi s r i ght appl i es each t i me dr awi ngs ar e submi t t ed.

SD- 03 Pr oduct Dat a

EQUI PMENT CATALOGS; G, RO

Submi t equi pment cat al ogs showi ng t he t echni cal speci f i cat i ons, di mensi ons, sel f - wei ght , and l oadi ng capaci t y of t he move devi ce t o be used f or t he br i dge move.

1. 3 QA/ QC pr ocedur es

1. Pr ovi de a pl an showi ng t he BSA l ayout of t he const r uct i on zones upst r eam and downst r eam. The pl an shal l show at a mi ni mum access r oads, st agi ng ar ea l ocat i ons, per manent br i dge l ocat i on, equi pment t r avel pat hs, st ockpi l es, and l ocat i on of const r uct i on equi pment .

2. The Cont r act or shal l ver i f y t hat t he Br i dge St agi ng Ar ea i s sui t abl e f or al l pr oposed const r uct i on oper at i ons and shal l devel op/ desi gn met hods t o st abi l i ze al l excavat i ons and t o suppor t t empor ar y wor ks and move devi ces. Pr ovi de cal cul at i ons and det ai l s f or t empor ar y f oundat i on pl ans. Pr ovi de cal cul at i ons demonst r at i ng t he t empor ar y f oundat i ons ' ant i c i pat ed set t l ement s.

3. Cont i ngency pl ans shal l be i ncl uded i n t he wor k pl an r ef er enced on sect i on 3. 1. 2 f or t he speci f i c br i dge movi ng syst em pr oposed by t he cont r act or .

4. Per sonnel qual i f i cat i ons. The cont r act or or i t s sub- cont r act or r esponsi bl e f or t he br i dge movi ng oper at i ons shal l have a mi ni mum of 5 year s of exper i ence per f or mi ng s i mi l ar br i dge movement wor k and shal l demonst r at e a mi ni mum of 5 successf ul l y compl et ed s i mi l ar pr oj ect s. The cont r act or shal l desi gnat e a br i dge movement pr oj ect manager ( BMPM) whi ch wi l l be r esponsi bl e f or t he over al l coor di nat i on of al l aspect s

SECTI ON 03 25 30 Page 2 and phases of t he br i dge move i nc l udi ng but not l i mi t ed t o pl anni ng, coor di nat i on wi t h agenci es, aut hor i t i es and any ot her t hi r d par t i es, submi t t al pr epar at i on, r esour ce and equi pment avai l abi l i t y , et c. . . The BMPM shal l be on- si t e di r ect i ng t he oper at i ons dur i ng t he br i dge movement execut i on as par t of hi s / her r esponsi bi l i t i es. The BMPM shal l have a mi ni mum demonst r at ed exper i ence of 10 year per f or mi ng s i mi l ar wor k and a mi ni mum of 5 successf ul l y compl et ed s i mi l ar pr oj ect s. The cont r act or shal l al so desi gnat e a br i dge movement pr oj ect engi neer ( BMPE) r esponsi bl e f or al l aspect s of t he oper at i on of t he br i dge move devi ce i ncl udi ng but not l i mi t ed t o s i t e pr epar at i on, pr e- move submi t t al s, pr e- move equi pment t est i ng, br i dge move, and post - move oper at i ons. The BMPE shal l be on- si t e dur i ng t he execut i on of t he br i dge move. The BMPE shal l be an exper t i n t he use of t he sel ect ed move devi ce and shal l have a mi ni mum of 5 year s per f or mi ng s i mi l ar wor k wi t h s i mi l ar move devi ces and a mi ni mum of 5 successf ul l y compl et ed s i mi l ar pr oj ect s.

PART 2 PRODUCTS

2. 1 CONSTRUCTI ON USI NG MOVEMENT SYSTEMS

1. Pr ovi de al l mat er i al s f or t he per manent f eat ur es of t he pr oj ect i n conf or mance wi t h t he cont r act speci f i cat i ons.

2. Pr ovi de al l t empor ar y f eat ur es of t he pr oj ect sui t abl e t o sust ai n appl i ed f or ces.

3. Pr ovi de sat i sf act or y r epl acement mat er i al at no addi t i onal expense t o t he Ar my Cor ps of Engi neer s.

4. Cont act t he COR f or qual i f i ed pr oduct i nf or mat i on.

PART 3 EXECUTI ON

The i nt ent dur i ng movement i s t o ensur e t hat t he st r uct ur e i s del i ver ed t o t he Owner , i n i t s f i nal l ocat i on, wi t h no damage, adver se l oss of s t r engt h, l oss of per f or mance or l oss of l ong- t er m dur abi l i t y . Any damages t o t he per manent st r uct ur e caused by t he move shal l be r epai r ed at no addi t i onal cost t o t he Owner .

Al l wor k shal l be per f or med i n accor dance wi t h t he 2012 " Gui del i nes f or Wor ki ng wi t hi n or i n Vi c i ni t y of NJ Tr ansi t ' Ri ght - of - Way. "

3. 1 PREPARATI ON FOR TRANSPORT OF SUPERSTRUCTURE

3. 1. 1 New Jer sey Tr ansi t Coor di nat i on

3. 1. 1. 1 Schedule

The Cont r act or shal l cont act NJ Tr ansi t at t he begi nni ng of t he cont r act and bef or e submi t t al s t o coor di nat e al l aspect s of t he br i dge move. The i ni t i al cont act shal l be NJ TRANSI T, Raymond Mal eski , Pr i nci pal Pr oj ect Engi neer , ( 973) - 491- 8301.

Coor di nat e r el ocat i on of ut i l i t i es wi t hi n t he r ai l r oad embankment i n accor dance wi t h t he pr oj ect dr awi ngs and speci f i cat i ons.

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3. 1. 2 Wor k Pl an

The Cont r act or shal l submi t wor k pl an f or appr oval by New Jer sey Tr ansi t and t he cont r act i ng of f i cer s r epr esent at i ve f or appr oval . The wor k pl an shal l be i n accor dance wi t h t he submi t t ed hour by hour schedul e and shal l i ndi cat e al l equi pment , oper at i ons and cont i ngency pl ans. The wor k pl an shal l i ndi cat e t he pr oposed equi pment and r esour ce r edundant capabi l i t i es t o ensur e t hat t he br i dge const r uct i on i s per f or med on schedul e as i t i s cr i t i cal t hat t he cont r act or i s pr epar ed f or unant i c i pat ed pr obl ems and/ or equi pment f ai l ur es.

The wor k pl an shal l i ncl ude t he r esumes of t he cont r act or or sub- cont r act or f i r m per f or mi ng t he br i dge move as wel l as t he r esumes of t he br i dge move pr oj ect manager and t he br i dge move pr oj ect engi neer . The mi ni mum qual i f i cat i on r equi r ement s ar e l i s t ed i n sect i on 1. 3. 4

3. 1. 3 Pr e- Move Oper at i ons

Compl et e t he pr e- oper at i ons checkl i st as act i v i t i es as per f or med.

Conduct a pr e- move cr ack sur vey of t he st r uct ur e wi t hi n seven days pr i or t o t he br i dge move. Mar ki ng cr acks v i s i bl e f r om a st andi ng posi t i on. Measur e mar ked cr acks and i dent i f y cr acks gr eat er t han 0. 02 i nches wi de.

Est abl i sh sur vey cont r ol poi nt s and benchmar ks as necessar y. Est abl i sh t r ansver se and l ongi t udi nal r ef er ence l i nes f or set t i ng t he st r uct ur e on t he f i nal posi t i on as necessar y. Fi nal pl an al i gnment and l ocat i on shal l be wi t hi n 2 i nches of t he l ocat i on shown on t he cont r act pl ans.

Check f i nal subgr ade el evat i ons al ong t he pr oposed f oot i ng l i nes. Fi nal el evat i ons shal l be wi t hi n 1 i nch of t he el evat i ons shown on t he pl ans.

Fi nal gr ade shal l be l evel .

Per f or m excavat i on i n accor dance wi t h Sect i on 31 23 00. 00 20 Excavat i on, Fi l l , and Backf i l l f or St r uct ur es.

3. 2 LI FT, TRANSPORT, AND PLACEMENT OF SUPERSTRUCTURE

General:

A. Fol l ow pr ocedur es shown on t he Wor ki ng Dr awi ng f or t he st ep- by- st ep sequence of oper at i ons f or movement of t he super st r uct ur e span.

B. Li f t and t r anspor t st r uct ur e i n accor dance wi t h t he l i f t i ng poi nt s est abl i shed i n t he dr awi ngs.

C. Del i ver t he st r uct ur e t o i t s f i nal l ocat i on wi t h no damage or l oss of st r engt h, per f or mance, or l ong- t er m dur abi l i t y .

Monitoring:

A. Moni t or t he st r uct ur e f or st abi l i t y and i nt egr i t y of t he move syst em dur i ng l i f t i ng, t r anspor t , and pl acement f ol l owi ng t he pl ans f or t he equi pment ' s and met hods of moni t or i ng.

3. 2. 1 BRI DGE MOVEMENT SYSTEMS

The br i dge movement syst em shal l be desi gned t o l i f t t he br i dge at t he pi ck poi nt s i ndi cat ed on t he cont r act dr awi ngs. Cal cul at i ons shal l be i ncl uded t o show t hat t he st r esses and def l ect i ons i mposed on t he br i dge dur i ng t he br i dge move wi l l not exceed t hose shown on t he cont r act dr awi ngs.

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The Cont r act or shal l desi gn al l el ement s of t he br i dge move syst em. Desi gn shal l be done i n conf or mance wi t h t he cur r ent edi t i on of t he AREMA Eng Man ( AREMA Manual f or Rai l way Engi neer i ng) , AASHTO GDSBTW ( AASHTO Gui de Desi gn Speci f i cat i ons f or Br i dge Tempor ar y Wor ks) and AASHTO LRFDCONS Br i dge Const r uct i on Speci f i cat i ons and AASHTO LRFD Gui de Speci f i cat i ons f or Accel er at ed Br i dge Const r uct i on.

Al t er nat i vel y, t he desi gn shal l be i n conf or mance wi t h t he cur r ent edi t i on of t he AASHTO SSHB Di vi s i on I I ( AASHTO St andar d Speci f i cat i ons f or Hi ghway Br i dges, Di v i s i on I I ) .

The shop dr awi ngs and cal cul at i ons shal l i ncl ude any syst ems pr oposed t o t r ansf er t he l oads t o t he move devi ce and t o move t he st r uct ur e, such as shoes, j acks, shor i ng, r i ggi ng, or ot her l oad car r y i ng or gui di ng el ement s.

The br i dge move desi gner shal l ver i f y t hat t he equi pment has adequat e st r oke, r each, et c. t o negot i at e t he t r avel pat h. The cal cul at i ons shal l r ef er ence t he submi t t ed equi pment cat al ogs wher e appl i cabl e.

For SPMT and si mi l ar t r anspor t er devi ces cal cul at e t he ant i c i pat ed l at er al f or ces due t o f or exampl e br aki ng, t ur ni ng, and ver t i cal gr ades and pr ovi de a syst em t o t r ansf er l oads t o SPMTs.

The cal cul at i ons shal l i ncl ude a check t o demonst r at e t hat t he gr ound st r esses f r om t he br i dge move syst em shal l be equal t o or l ess t han t hose i ndi cat ed on t he pr oj ect pl ans. The shop dr awi ngs shal l i ndi cat e al l gr ound i mpr ovement s and sof t soi l mi t i gat i on wi t hi n t he Br i dge St agi ng Ar ea wher e t he move devi ce wi l l be oper at i ng. The dr awi ngs shal l al so show cl ear ances f r om above gr ound obst acl es and pr ovi de mi t i gat i on i f r equi r ed.

3. 3 POST- MOVE OPERATI ONS

Conduct a post move vi sual cr ack sur vey of t he st r uct ur e i mmedi at el y af t er pl aci ng t he st r uct ur e i n i t s f i nal l ocat i on. Compar e obser ved cr acks wi t h t he pr e- move cr ack pat t er n. Not i f y t he COR of any cr acks caused by t he br i dge moves gr eat er t han 0. 020 i nches wi de.

Per f or m backf i l l i n accor dance wi t h Sect i on 31 23 00. 00 20 Excavat i on, Fi l l , and Backf i l l f or St r uct ur es.

Compl et e t he br i dge move wi t hi n t he speci f i ed r ai l r oad shut down t i me f r ame i ncl udi ng t he NJ Tr ansi t oper at i ons.

The Cont r act or i s advi sed t hat sever e i mpact s ar e exper i enced by t he t r avel i ng publ i c occasi oned by havi ng t he r ai l r oad t r acks c l osed beyond t he speci f i ed r ai l r oad shut down. I n t he event t hat t he Cont r act or f ai l s t o compl et e t he wor k wi t hi n t he speci f i ed t i me f r ame causi ng del ays i n t he oper at i on of t he t r acks, t he Ar my Cor ps of Engi neer s wi l l have t he r i ght t o col l ect a Tr ack Occupancy Char ge f or t he occupancy of t he t r acks beyond t he al l owabl e shut down hour s unt i l such t i me t hat t he t r acks ar e r eopened t o r ai l r oad t r af f i c . Ther ef or e, t he cont r act or wi l l be assessed a Tr ack Occupancy Char ge f or a del ay i n t he r eopeni ng of t he t r acks, pr emi sed upon t r ack user cost s and cost s i ncur r ed by t he NJ Tr ansi t f or engi neer i ng, i nspect i on, and admi ni st r at i on ( i ncl udi ng over head) . The Tr ack Occupancy Char ges shal l be col l ect ed by deduct i ng t he appr opr i at e Char ges, f r om t he Cont r act or ' s par t i al payment s.

The Tr ack Occupancy Char ges i n t hi s Cont r act ar e shown i n t he t abl e bel ow, and t hey wi l l be assessed af t er t he expi r at i on of t he per mi ssi bl e r ai l r oad

SECTI ON 03 25 30 Page 5 shut down per i od, unt i l such t i me as t he l ane i s f ul l y avai l abl e f or use by NJ Tr ansi t .

Reopeni ng Of Lane I s Lat e By:

Tr ack Occupancy Char ge Assessed:

1 t o 15 mi nut es Per Day

$100, 000 busi ng char ge

[XXX]

16 t o 30 mi nut es Per Day

$142, 000 t r ack l abor charge [XXX]

31 t o 45 mi nut es Per Day

$77, 000 l oss of r evenue char ge[XXXX]

46 t o 60 mi nut es $[XXXX]

61 t o 75 mi nut es $[XXXX]

76 t o 90 mi nut es $[XXXX]

91 t o 105 mi nut es $[XXXX]

106 t o 120 mi nut es $[XXXX]

Notes:

Ever y 15 mi nut es l at e af t er 2 hour s i s an addi t i onal char ge of $[ XXXX] t o a maxi mum t ot al dai l y char ge of $[ XXXXX] .

Not e t hat t he char ges above shal l not be added t oget her . The Lane Occupancy Char ge t o be assessed i s t he s i ngl e val ue i n t he r i ght - hand col umn cor r espondi ng t o t he l at eness of wor k zone pi ck up f ound i n t he l ef t - hand col umn.

The char ges above shal l be added t oget her f or a t ot al char ge of $319, 000 per day of del ayed l ane r eopeni ng.

For ever y addi t i onal day of l at e r eopeni ng af t er t he f i r st day descr i bed i n t he t abl e above t her e i s an addi t i onal dai l y char ge of $319, 000.

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3.3 POST-MOVE OPERATIONS