FINAL Special Provisions 121913.docx

8/18/2019 FINAL Special Provisions 121913.docx

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SPECIAL PROVISIONS

ROUTE U.S. 1&9 (PULASKI SKYWAY), CONTRACT 4

CONTRACT NO. 051123260

DECK REPLACEENTTOWN O! KEARNEY, CITY O! "ERSEY CITY, #UDSON COUNTY

CITY O! NEWARK, ESSE$ COUNTY

AUT#ORI%ATION O! CONTRACT

The Contract is authorized by the provisions of Title 27 of the Revised Statutes of New Jersey and supplements thereto.

SPECI!ICATIONS TO E USED

The 27 Standard Specifications for Road and !rid"e Construction# of the New Jersey $epartment of Transportation as

amended herein will "overn the construction of this %ro&ect and the e'ecution of the Contract.These Special %rovisions consist of the followin"(

%a"es ) to )*+ inclusive.

State wa"e rates may be obtained from the New Jersey $epartment of ,abor - or/force $evelopment 0Telephone(1322322+4 or by accessin" the $epartment of ,abor - or/force $evelopment5s web site athttp://lwd.dol.state.nj.us/labor/wagehour/wagehour_index.html The State wa"e rates in effect at the time of awardare part of this Contract# pursuant to Chapter )+# ,aws of )16 0N.J.S.. 68())3+1.2+ et se9.4.

:f an employee of the Contractor or subcontractor has been paid a rate of wa"es less than the prevailin" wa"e# the$epartment may suspend the or/# and declare the Contractor in default.The followin" holly State funded pro&ect ttachments that are located at the end of these Special %rovisions(;

). State of New Jersey unds.2. %ayroll Re9uirements for ) %ercent State %ro&ects.

6. mericans with $isabilities ct for ) %ercent State >unded Contracts.

8. Small !usiness unded Contracts.

The followin" additional pro&ect specific ttachments are located at the end of these Special %rovisions(

). Specific Re9uirements of Consolidated Rail Corporation >or or/ =n :t5s Ri"ht of ay

2. %ath =perations and Conditions

6. Auidelines for $esi"n of Temporary %rotection andBor an"in" or/ %latform =ver %T %roperty

8. NJ$=T !ac/"round Dualification Duestionnaire %ac/a"e

+. Ri"ht of


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DIVISION 100 ' ENERAL PROVISIONS

SECTION 101 ' ENERAL IN!ORATION

101.01 INTRODUCTION

T< >=,,=:NA :S $$G 2)8 Capital %ro"ram has an item with 6 million for the construction of the %ro&ect.

The $epartment anticipates that )2. million dollars in additional funds will be provided durin" State >G 2)+.

The $epartment anticipates that the balance of the funds necessary to complete the %ro&ect will be provided durin" State>G 2)1.

The >ederal >G be"ins =ctober ) of the previous calendar year and the State >G be"ins July ) of the previous calendar each year.

101.03 TERS

T< >=,,=:NA T:RST %RAR% :S CNA


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North Re"ionKs. Chrissa Roessner# Re"ional Construction


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a. Route )6 0)*4 b. Route )- 0)+64 Section +L# Route )- Truc/ 0)+64 Section )c. Route ?.S. )- 0)+64 Section 2A# >ederal %ro&ect No. !R>3ST%3660224d. Route ?.S. )- 0)+64 Section 2L# >ederal %ro&ect No. !>3>3660)8+4e. Route ?.S. ) !us 0)+64# ?.S. ) - 0)+64 Section :L# 23+J# >ederal %ro&ect No. !>3

660)664.

f. Route ?.S. ) - Truc/ 0)+64 Section )R and Route 88 0)+64 Section 2A Communipaw ve.102.09 PROPOSAL OND

T< >:>T %RAR% :S CNA=,,=:NA :S $$


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)#+ but not more than 7#+# the $epartment will consider ma/in" payment for such costs if the a""re"ate costof the multiple differin" site conditions e'ceeds 7#+. :f the chan"e in cost e'ceeds these amounts# the$epartment will base the modification on the total cost of the chan"e# and the $epartment will not deduct thethreshold amount of 7#+ from the cost of the chan"e.

104.03.04 C/*/*? N/orce ccount activity.T< S


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T< >=,,=:NA S?!S


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!rid"e $raina"e System Chan"e in Structural Steel $etails

!rid"e Railin" and >encin" nchora"e System Color %ortable Mariable Kessa"e Si"n with RemoteCommunication 0C%MKSRC4

Cappin"


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Kr. Sandra Cru"er Merizon F NJ# :nc.)+ Teanec/ RoadTeanec/# NJ 7111Telephone( 2)3+8)31

Kr. Kichael !rown# %ro&ect Kana"er Sprint Ne'tel8*8 illiamsport %i/e# Suite 6# !o' ))6Kartinsbur"# M 2+88Telephone( 683217326*8

Kr. ,ouis Karello# =utside %lant reehold# NJ 772*

CALE TV

Kr. n"el CortezComcast Cablevision of Jersey City# :nc.2)2) Lennedy !oulevardJersey City# New Jersey 76+2)3+2131+

SEWER

Kr. Chris %iersa# %.


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* %ar/ %laza Newar/# NJ 7)238)8763863**7

Kr. ,en %annucci%ublic Service loor Jersey City# NJ 7612)32)1312)

TOWN O! KEARNY

SEWER

Kr.


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WATER

Kr. Richard aytasJersey City Kunicipal ?tilities uthority+++ Route 88Jersey City# NJ 76+2)38623))+

CALE TV

Kr. Alen a"inSuburban Cablevision 3 Comcast)7) River Road North rlin"ton# New Jersey 76)

SEWER

Kana"er %lant arber Road%rinceton# New Jersey *+831266136132826

. L*/ E=


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!ureau of Kobility and Systems :C M=,?K< SGST


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Steve %szczolo of ComSec 0%NGNJ contact4 at 2)32)132)8Ki/e Casalaspro of ComSec 0%NGNJ contact4 at 2)32)132)82

Jose $ios of the NJT at 76237+3+6

=?RT %RAR% :S CNA


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105.0 ENVIRONENTAL PROTECTION

T< >=,,=:NA :S $$


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iv. R/*? EF


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SECTION 106 ' CONTROL O! ATERIAL

106.03 !OREIN ATERIALS

T< >=,,=:NA :S $$T:RST %RAR%(

>or steel and iron products incorporated into the %ro&ect# provide a certification from the manufacturer statin" thecountry where the steel or iron product was melted and manufactured includin" application of coatin"s which protect or enhance the value of the material. =?RT %RAR% :S CNAor purposes of determinin" the date of Ocompletion of the contractP pursuant to N.J.S.. +()63+# Ocompletion of thecontractP occurs on the date that the Contractor provides written notice to the $epartment of cceptance or conditionalcceptance of the %roposed >inal Certificate or the 6th day after the $epartment issues the %roposed >inal Certificate#whichever event occurs first.

10.09 INDEPENDENT CONTRACTOR

T<


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at Steps : and :: of the Claims Resolution %rocess. hen reviewin" a combination of claims# the ClaimsCommittee will not review any individual claim valued less than 2#.

T< >=,,=:NA S?!S=,,=:NA R< $$:RST %RAR% :S CNA


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10.04 WORK SITE AND STORAE

T< >=,,=:NA :S $$


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char"e by multiplyin" the len"th of time of the delayed openin"# in minutes# by the rate of ) per minute per lane#unless otherwise specified in the Special %rovisions.

T< >=,,=:NA :S $$


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T< >=,,=:NA :S $$or wor/ performed by ?tilities# delays up to 6 percent of the estimated duration specified in )+.7.2 areconsidered non3e'cusable. The duration includes both the advance notice and the completion of the wor/ bythe ?tility.

>or delays caused by Railroads# delays up to 6 percent of the estimated availability specified in )+.7 are

considered non3e'cusable.2. E=*?, N@C-*? D?*.

. U/


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The $epartment will desi"nate :tems as Keasured :tems or as %roposal :tems by havin" a suffi' of K or % in the :temnumber respectively. The $epartment will measure 9uantities of Keasured :tems for payment.

109.02 SCOPE O! PAYENT

T< T:R$ S:RST %RAR% :S CNA=,,=:NA N


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Notwithstandin" Subsection ).# the $epartment# includin" its :nspector Aeneral# :nternal udit ?nit#


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DIVISION 150 ' CONTRACT REUIREENTS

SECTION 151 ' PER!ORANCE OND AND PAYENT OND

151.03.01 P7-* * P*-/

T< ,ST S:RST %RAR% :S CNA


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Consolidated Rail Corporation 0C=NR:,4%ort uthority Trans3udson Corporation 0%T4

>or the Consolidated Rail Corporation 0C=NR:,4 procure and maintain insurance covera"e in the types and amountsas set forth in the Specific Re9uirements of Consolidated Rail Corporation >or or/ =n :ts Ri"ht =f ay included in%ro&ect Specific ttachment ) of these Special %rovisions.

>or the %ort uthority Trans3udson Corporation 0%T4 procure and maintain insurance covera"e in the types andamounts as set forth in rticle )) of the Ri"ht of


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153.03.02 CP P> SB? U*/

T< ,ST %RAR% :S CNA:RST S:RST %RAR% :S CNAlat Screen ,C$ monitor with tiltBswivel capabilities.+. 2+ Ai"abyte or lar"er e'ternal drive with bac/up software for KS3indows.1. 2 >latbed ?S! version 2. or "reater Color Scanner with automatic document feed.7. ?ninterruptible power supply 0?%S4.*. Sur"e protector for the entire computer confi"uration to be used in con&unction with the ?%S.

PROJECT PEC!"!C #TT#C$%E&T ' 3283


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. Computer wor/station# chair# printer stand# andBor table havin" both appropriate surface andchair hei"ht.

). =ne can of compressed air and screen cleanin" solution every other month of the duration of the contract.

:f more than one computer confi"uration is specified# provide one networ/ interface card for the base computer confi"uration and hardwire connections between computer confi"urations as

directed by the RlashBJump memory drives ) C$3R 7 K! 0or lar"er4 recordable C$5s compatible with the C$ drive and ) recordable $M$5s. 8 C$B$M$ older 0each holds +4

2 color laser printers and supplies as follows(

). Kinimum of )2 Ke"abytes of e'panded memory# printer cable# and le"al size paper tray.2. =ne set of printer in/ cartrid"es every other month for the duration of the construction pro&ect

for each printer.

Software as follows(). Kicrosoft indows# latest version with future up"rades for the duration of the entire pro&ect.2. Kicrosoft =ffice %rofessional# latest version.6. Norton5s System or/s for indows# latest version# or compatible software pac/a"e with

future up"rades and latest virus patches.8. nti3Mirus software# latest version with monthly updates for the duration of the contract.+. Misio %rofessional Araphics Software for indows# latest version1. %rimavera %ro&ect Kana"ement# latest version# on one computer 7. dobe crobat %rofessional# latest version# or compatible software for Scanner

PROJECT PEC!"!C #TT#C$%E&T ' 32+3


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T< T:R$ %RAR% :S CNAeeler Aa"e# .+ inch)+ ) Sled"e hammer# *lb)1 ) Self levelin" laser level with ran"e of ) feet and an accuracy of U inch per ) feet)7 )+ ard hats 3 oran"e# reflectorized hard hats accordin" to NS: V*.).)* )+ Safety "arments F oran"e# reflectorized# 61W hi"h visibility safety "arments accordin" to

NS:B:S


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6 8+ ,e"al size manila file folders F three tab

155.03.03 T?B S+


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. I?/ !


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Kount side delineators at the lead end of each barrier se"ment with the top of the delineator 6 inches from thetop of the barrier.

5. T-* C*B CB


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Traffic =peration Center 0T=C4 specified in )+.7.).!# establish password level desi"nations# camera presets# and camera ima"e displays. %rovide all incidental e9uipment and material re9uired for successfulremote operation and communications.

%rovide for one wee/ of testin" by the T=C for remotely operatin" the %TKCC before the start of construction operations that re9uire lane or shoulder closures# or other impacts to traffic.

10. T-* T*77


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D


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D*/* AF


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>or traffic control devices measured by the linear foot or unit basis that are specified in )+.6.2# the $epartment willma/e payment for the ma'imum 9uantity in service at one time as re9uired by the Contract. >or C=NSTR?CT:=NS:ANS# the $epartment will ma/e payment for the ma'imum 9uantity of specific si"n types in service at one time asre9uired by the Contract. :f a particular si"n type has more than one uni9ue te't# each si"n with a uni9ue te't will beconsidered to be a specific si"n type. The $epartment will ma/e payment for + percent of the Contract bid price for traffic control devices specified in )+.6.2 that are measured on a linear foot# s9uare foot or unit basis upon approved

placement. The $epartment will prorate the balance of payment over the duration of the Contract.T< >=,,=:NA :S $$>:C STR:%>:C KRL:NAS as specified in 1).8.

SECTION 160 ' PRICE AD"USTENTS

160.03.01 !? P


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160.03.02 AB*?/ P T< T:R$ %RAR% :S CNAurnished and pplied

160.04 EASUREENT AND PAYENT

T< >=,,=:NA :T


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DIVISION 200 ' EART#WORK

SECTION 201 ' CLEARIN SITE

201.03.01 C?* S=,,=:NA :S $$


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three years of documented e'perience. Submit the names of the personnel to the R< for review and approval prior to performin" the wor/.

b. Repair procedures to compression components for /in/s and deformations as outlined in 2.a 064 above.here more than five percent of the cross3sectional area of the member is dama"ed# submit a repair procedure to the R< for review and approval.

Clean and paint e'posed e'istin" top flan"es of beams with prime coat as specified in Subsection ++8.6.!ondin" and Aroundin" for or the re9uired materials# submit a list to the R< for approval 2) days before construction operation. :n the list# include( material description# manufacturer and catalo" number. fter obtainin" the R


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T< >=,,=:NA :S $$


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The $epartment will not ma/e payment for the :tem C,


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!efore placin" emban/ment or any other unbound a""re"ate material# such as subbase or dense "raded a""re"ate# one'istin" pavement# brea/ the pavement into pieces that are a ma'imum of )2 inches in all dimensions.

T< >=,,=:NA :S $$


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DIVISION 400 ' PAVEENTS

SECTION 401 ' #OT I$ ASP#ALT (#A) COURSES

401.02.01 */


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SS3)# SS3)h 7 to )8 .+ to .)+ ll year CSS3)# CSS3)h 7 to )8 .+ to .)+ ll year

T!,< 8).6.232 :S CNA


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T:S S?!%RT :S :NTor lots in which %$ )# the $epartment will award a positive pay ad&ustment. >or lots in which %$ )# the $epartment will assessa ne"ative pay ad&ustment.

PROJECT PEC!"!C #TT#C$%E&T ' 3823


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The K< will determine air voids from + cores ta/en from each lot in random locations. The K< will determine air voids of cores from the values for the ma'imum specific "ravity of the mi' and the bul/ specific "ravity of thecore. The K< will determine the ma'imum specific "ravity of the mi' accordin" to NJ$=T !36 and ST= T2# e'cept that minimum sample size may be waived in order to use a 13inch diameter core sample. The K< willdetermine the bul/ specific "ravity of the compacted mi'ture by testin" each core accordin" to ST= T 66).

The K< will calculate pay ad&ustments based on the followin"(

1. S*-? * ($ ) * S/** D+


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T*? 404.03.01@1 PPA 7 *


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T< >=,,=:NA :S $$


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DIVISION 500 ' RIDES AND STRUCTURES

SECTION 504 ' STRUCTURAL CONCRETE

504.01 DESCRIPTION

T< >=,,=:NA :S $$


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T< >=,,=:NA :S $$


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+. ,iftin" insert desi"n and details 0includin" any additional reinforcement necessary for liftin" of the panels41. Railin" post anchora"e details7. Scupper attachment and reinforcement details*. ,evelin" device desi"n and details

!. !*lushness of


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>or definition of dimensions refer to the %C: Kanual for Duality Control for %recast %lants and %roductionof Structural %recast Concrete %roducts# >ourth edition# >i"ure !31.

C. SB


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preparations# placement# ma/in" of test cylinders# 9uality control# and curin" as for the production closure poursand "routin".

The basis of acceptance for the moc/3up test will include the RabricatorIs plant. The stora"e will be in a secured area that is posted clearly identifyin" that the materials are to be solely used for the %ro&ect. The Contractor will provide the R< with a fully e'ecuted Release of ,iens for Katerials from the Supplier and Contractor that isacceptable to the $epartment.

The $epartment will ma/e payment for 2@ of the unit price for the item upon delivery of the precast panels tothe pro&ect site and acceptance by the R


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T< >=,,=:NA :S $$


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,ow modulus epo'y binder( ?se low modulus epo'y binder for fillin" holes in steel and "eneral steel repair that ischosen from the followin" two approved manufacturers# or an approved e9ual(

KT


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506.03.01 S//*? S/?

A. W D*8.

T< >=,,=:NA :S $$or areas to be repaired# include field measurements and repair details related to each repair location# includin"dimensions and locations of deteriorated steel. !ase wor/in" drawin"s for areas to be repaired on field measurements of e'istin" structural steel elements.

Shop drawin" submission for review and approval will be re9uired# and the Contractor is completely responsible for fitand len"th of all temporary support members. %erform ade9uate field measurements in order to ensure proper fit.


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e'amination. The R< may increase or decrease the repair areas based on the e'amination. Ka/estructural steel repairs accordin" to the re9uirements herein and the followin"(

0i4 %erform wor/ at one repair location at a time. $o not proceed to another repair location until completin" the precedin" repair and obtainin" R< approval of the repair.

0ii4 %erform wor/ to prevent dama"e to e'istin" structures to remain. :f dama"e occurs as the result of performin" the

wor/# submit a repair plan to the R< for approval. Repair dama"ed portions of e'istin" structures accordin" to theapproved repair plan.

0iii4 Remove e'istin" rivets as necessary to ma/e repairs as shown on the approved wor/in" drawin"s. >lame3cut rivetheads )B)1 inch above the base metal usin" a rivet scarfin" tip or other method approved by the R< that will notdama"e the e'istin" structures to remain. ?se a pneumatic punch to drive out the cut rivet shan/. :f# in the opinionof the R/B S/? ?/.



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T<


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a'isto bolt a'is# other sloped not more

than )(2

)(2from normal to

bolta'is

Not morethan 8d )B6 turn X turn 2B6 turn

Kore than 8d but not more

than *dX turn 2B6 turn +B1 turn

Kore than *d but not more

than )2d2B6 turn +B1 turn ) turn

o Nut rotation is relative to the bolt re"ardless of the element 0nut or bolt4 bein" turned. >or re9uired nut rotations of 2 turns and less# the tolerance is plus or minus 6 de"reesH for re9uired nutrotations of more than 2 turns# the tolerance is plus or minus 8+ de"rees.

o d Y bolt diameter



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. C*?


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PROJECT PEC!"!C #TT#C$%E&T ' 3+*3


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1. AB ?/.

T< S


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The $epartment will not ma/e separate payment for any cleanin" and paintin" of e'istin" structural steel that is re9uiredfor the installation of new bearin" stiffener an"les or the installation of new connection plates to e'istin" lon"itudinal"irders B strin"ers# the cost will be incidental to the cost of the lump sum item STR?CT?R, ST


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4. P7- S


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T< >=,,=:NA :S $$


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%repare the surface of the Concrete !alustrade for e'posin" the a""re"ate as follows(Katch the concrete brid"e parapet e'posed a""re"ate finish as closely as possible to the e'istin" concrete balustradeatop the ad&acent retainin" walls of the eastern approach. Remove the matri' of cement and fine a""re"ate from theconcrete surfaces by water blastin"# sand blastin"# coarse boomin"# or a combination of these procedures to e'pose thecoarse a""re"ate to a depth of appro'imately U to X inch. $o not dislod"e or loosen the coarse a""re"ate from theconcrete matri'. Remove cement film# discolorin" a"ents# dirt# dust# "rease# loose concrete and other forei"n materials

from the e'posed panels so as to have a uniform appearance.%repare ten 0)4 )2P ' )2P sample panels usin" different curin" times. %anels are to have an e'posed a""re"ate finish asindicated above# usin" varyin" blastin" pressures andBor finishin" methods. Samples are to be inspected by the CulturalResources Staff# !ureau of ,andscape and


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T< >=,,=:NA :S $$ KTiber"lass %ipe.........................................................................................................................................2.Stainless Steel !oltin" Katerials.................................................................................................................*.8Stainless Steel >lashin"...................................................................................................STK 28 0Type 6)14Silicone Sealant 0Type NS4..........................................................................................................................)8.2>iber"lass Splash Auards...................................................................................................................STK C+*2

>iber"lass $raina"e >ittin"s...............................................................................................................STK C+*2

50.03 CONSTRUCTION

T< >=,,=:NA S?!%RT :S $$


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SECTION 509 ' RIDE RAILIN AND !ENCE

509.01 DESCRIPTION

T< >=,,=:NA :S $$=,,=:NA :S $$ approval letter !3)62.%rovide materials as follows(

i"h stren"th bolts# studs# washers# nuts# shim plates# anchor plates# and structural shapes .... +1# 1# )6.

509.03 CONSTRUCTION

509.03.01 R*


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%rovide the R< with a certificate statin" that the materials meet all the specifications and pass all tests as re9uired.

?se padded slin"s or nylon straps when handlin" coated pieces. $o not use chains.

approval letter !3)62.B//;;*7/.7B8*./.>+;*8*M/;?


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ST


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D. T-* S/. %rovide new Temporary Supports# includin" temporary footin"s 0timber mat B cribbin"4 at thefollowin" locations(

• ?nder e'istin" south lon"itudinal Airder in Span 3) at !ent H• ?nder e'istin" ,on"itudinal Airder A*2 on the east side of !ent H• ?nder e'istin" ,on"itudinal Airder A7 on the west side of !ent H

• ?nder the south side support of the e'istin" si"n structure near !ent 6)H• ?nder the north side support of the e'istin" si"n structure near !ent 6)

$esi"n new Temporary Supports for the vertical loads provided in the Contract %lans# multiplied by a factor of ).+# andfor lateral loads that are a minimum of 2@ of the factored vertical load. pply lateral load in both the transverse andlon"itudinal directions simultaneously. $esi"n new Temporary Supports to meet the re9uirements of the ST=Auide $esi"n Specifications for !rid"e Temporary or/s# includin" the 2* :nterim Revisions.


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not yet been removed. >ollow Section ++8 for encasement removal procedures. lso included under this wor/ are anyrepairs or modifications 0if any4 to the structural steel# the timber mat# the "ravel base# andBor the soil or pavement belowthe "ravel base that are necessary in order to provide a safe and level temporary support structureas directed by the R


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soil or pavement below the "ravel base that are necessary in order to provide a safe and level temporary supportstructureas directed by the R


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$$ T< >=,,=:NA :T


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Tel( )3*7732+73+8>a'( 8)32+73662email( m/aczins/idsbrown.com

Notify the +1*# Class 8.1 Nuts.................. ............... .............. .............. .............. .............. ............... ....... ...... ...... ...... ...STK +16Stud Shear Connectors.................................................................................................................1.),i"htwei"ht Class %3) Concrete................... .............. .............. ............... .............. .............. ....... 6.6,i"htwei"ht ""re"ate............................................................................................................).1.6

dmi'tures(ir3*88 respectively# unless specified otherwise.

:. ?se vertical steel sheet metal form pans installed in the "rid prior to "alvanizin" conformin" to the latestspecification for STK 611B611K or )))B)))K.


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516.03 CONSTRUCTION

A. S/? abricate the steel "rid to the dimensions and properties as shown on the plans# shop drawin"s# and inaccordance Subsection +1.6.+. The $epartment will not allow the use of tertiary or supplemental bars todevelop composite action between the concrete dec/ and steel "rid. abricate the steel "rid dec/ panels within the followin" tolerances(

%anel ,en"th 0,4 [ UP 0in the direction of main bar4

%anel idth 04 # 3)B*P 0in the direction of distribution bar4

S9uareness 0$ia"onals g$)5 and g$254 $)3$2 XP

,on"itudinal Camber .6j,

Transverse Camber .8jSweep 0side bow4 0g,5 in feet# tolerance

in inches4.2+j, 0for , 853P4

.1+j,2 0for , 853P4Kain !ar Merticality .8j 0g5 Y full bar hei"ht4 0See Note )4

$istribution !ar Merticality .8j 0g5 Y full bar hei"ht4 0See Note )4

!ar Spacin" 0Kain !ar - $ist. !ar4 [)B*P center to center 0See Note )4

Note )( No more than )@ of all locations can violate specified tolerance.

6. :nstall the sheet metal forms in such a manner as to minimize lea/a"e.8. :nclude liftin" locations and liftin" procedures on the shop drawin" submission. Ta/e care to avoid twistin" of

the panels or bendin" of the panels in the wea/ 0perpendicular to main bar4 direction. ?se multiple pic/ points as necessary. %roperly bloc/ the steel "rid panels with wood 0with due re"ard to built3in panel camber4durin" transportation and stora"e in order to avoid distortion or other dama"e.

. P*/ C/

). ?se li"htwei"ht Class %3) concrete in accordance with Subsection 6.6 with a minimum 2*3daycompressive stren"th of 1 psi. ?se 6B*P ma'imum coarse a""re"ate in the mi'.

2. ,ay out the rebars considerin" the location of the levelin" bolts# providin" sufficient clearance for ad&ustmentin the field usin" a soc/et wrench. %lace the main 0top4 rebar# which runs in the same direction as the main bearin" bars of the steel "rid# a minimum of )P from the web of the main bearin" bars. %rovide minimum )inch cover between rebar and e'posed surfaces of precast concrete unless otherwise shown on the plans.%rovide anchor bolts for steel brid"e railin" as shown on the plans.

6.


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+. $o not remove the precast panels from the forms or move the panels until the concrete has reached the "reater of 6+ psi or 7+@ of the concrete desi"n compressive stren"th.

1. %roperly cure the precast panels until the concrete reaches its 2*3day desi"n stren"th.

7.


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. ?ltra3i"h %erformance Concrete for field transverse panel &oints shall be placed# finished# and cured inaccordance with Subsection +7.6.2. ?se a pencil vibrator to assure "ood consolidation.

). %lace ?%C for the field closure pours over the floorbeams and strin"ers 0shear connector bloc/3outs4# finish#and cure in accordance with Subsection 6.)6. ?se a pencil vibrator in the haunch to assure "oodconsolidation.


T< >=,,=:NA :S $$


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51.02 ATERIALS

51.02.01 */


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C. I/*??*/ield drill bolt holes in the e'istin" structural steel as shown on the approved wor/in" drawin"s.


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Item Pay Unit T


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DIVISION 550 ' STRUCTURE RE#AILITATION

SECTION 551 ' RIDE DECK RE#AILITATION

551.01 DESCRIPTION

T< >=,,=:NA :S $$


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meetin" the re9uirements of this specification.

and at most *+W># and the relative humidity must be or Y *+@. pply the KK primer to the

e'istin" concrete surface within + minutes of mi'in". The KK primer must be spread uniformly and must cover thee'istin" concrete surface completely.


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$epartment at least fourteen 0)84 days of the meetin".


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wor/. The Contractor may ma/e the trial placement at a location of his choosin" within the pro&ect limits# but thelocation must be approved by the


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+. $urin" surface preparation and overlay application# ta/e precaution to assure that traffic is protected from rebound#dust and construction activities. %rovide appropriate shieldin" as re9uired and directed by the R


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6. pproval by the K< based on conformance with the Katerial re9uirements above.

2. S7* P**/


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dispose it at no cost to the $epartment.

!it the finishin" and te'turin" e9uipment with vibrators and tines or other means of consolidatin" and te'turin"the polyester concrete to the re9uired compaction. hen specified# after the concrete is struc/ off and before the concrete becomes non Fplastic# the surface then receives a transverse te'ture. Te'turin" is done by use of a wire broom havin" a

sin"le row of tines or a finned float havin" a sin"le row of fins. The broom or float must produce transverse "rooves thatare spaced at intervals of appro'imately XP to P center to center. The "rooves in the hardened surface areappro'imately .* to .)2P in width and .)+ to .2+P in depth.


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6. C. $o not allow traffic and e9uipment on the overlay for a minimum of four 084 hours followin" final finishin".%rotect the overlays from moisture for not less than four 084 hours after finishin". llow the polyester overlay to reachfinal cure before sub&ectin" it to traffic loads. Cure time is dependent upon the ambient and dec/ temperatures. ctualde"ree of cure and suitability of the overlay for traffic will be as determined by the R=,,=:NA :S $$


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6. Sound abatement curtains shall be a barrier3bac/ composite type of construction consistin" of a nominally 2Pthic/ 9uilted fiber"lass sound absorber with an e'terior "rade facin" on one side bonded to a 2 lb psf reinforcedloaded vinyl noise barrier

8. >le'ible reinforced loaded vinyl noise barrier material complyin" with the followin"(a. tensile stren"th of )87 lbBin2 per STK $ 16* b. hardness of *+ 6# shore OP per STK $228

+. Duilted fiber"lass complyin" with the followin"a. nominally 2P thic/ b. nominal density of 2.3lbBcu. ft.

1.


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Calibrate hydro demolition e9uipment before performin" production removal. ?se a trial area of appro'imately+ s9uare feet. Notify the R< of further ad&ustments necessary to account for the concrete characteristics thataffect the depth of removal.

1. =ther


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%aint on e'istin" structure is lead based. Comply with all provisions in the specifications for handlin" lead based paint#e'cept that the $epartment will include the cost in the appropriate encasement removal pay item. Submit plan for handlin" lead to the R< for approval.

$o not dama"e the structural members scheduled to remain durin" removal operations. Submit a procedure to the R<that identifies means to protect the structural steel durin" removal. Repair all dama"e done to the e'istin" structural

members scheduled to remain as follows(Steel Strin"ers# >loorbeams# Airders# Cross >rames# and !racin".

a.


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Collect all water used in blastin" and dispose of it as per the Rabrication and installation details for acoustical panels# includin" "rommet location.2. Technical data sheets reflectin" construction# panel thic/ness# wei"ht# and coustical data.6. $esi"n calculations or method of support for sound curtains8. $esi"n an independent support system for the sound abatement curtains in accordance with the latest ST=

re9uirements for wind load to accommodate the selected sound abatement curtain manufacturer5s re9uirementsto fit in the constraints of the e'istin" site. .


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Securely attach sound abatement curtains to the support system as shown on the approved wor/in" drawin"s. t ends of the sound abatement curtain# provide a positive connection to the support system to prevent the ed"es from displacin"more than XP. Completely enclose and fit material ti"htly around all "aps# spaces or openin"s between the soundabatement curtains and the e'istin" structure. =verlap ad&acent panels by a minimum of 2P to eliminate any "aps or openin"s between the panels. t all locations where panels overlap# securely seal ad&acent panels to"ether alon" the

entire len"th of the seam to prevent the ad&acent panels from comin" apart or any havin" "aps.Ta/e noise level readin"s prior to construction to determine ambient noise levels. $emonstrate achievement of noisereduction re9uired by ta/in" readin"s in the presence of the R< of actual noise levels while e9uipment is operatin" oneach side of the sound abatement curtain.


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T< >=,,=:NA S


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e'istin" e'posed electrical wire cannot accommodate the relocation# provide and install new e'posed electrical wire and &unction bo'es of the same type and size as the e'istin" as specified in Section 1). Support the section of e'posedelectrical wire and &unction bo'es. %rotect the e'posed electrical wire and &unction bo'es from the removal ofencasement and paintin". Replace any &unction bo'es and e'posed electrical wires dama"ed by the encasement removaland paintin". ttach the section of e'posed electrical wire and &unction bo'es to the structure after the encasement isremoved and the structural steel painted usin" the details shown on the plans or approved alternate details. :f re9uired to

attach the e'posed electrical wire to the structure# provide and install e'posed electrical wire and &unction bo'es of thesame type and size as the e'istin" as specified in Section 1).

555.03.06 S/ * P//


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55.02 ATERIALS

%rovide materials as specified.

Structural Steel............................................................ZZZZZZZZZZZZZZZZZZZZ1.)Structural Steel >abrication......................................... ZZZZZZZZZZZZZZZZZZZZ1.8!olts and !oltin" Katerial...........................................................................................................................*.)

$T:...............................................................................................................................................................*.655.03 CONSTRUCTION

551.03.01 I/*??*/lame3cut rivet heads )B)1 inch above the base metal usin" a rivet scarf#rn" t or other method approved bythe R< that will not dama"e the e'istin" structures to remain. ?se a pneumatic punch to drive out the cut rivet

shan/.8. :f in the opinion of the R< rivet shan/s cannot be removed by punchin" without dama"in" the base metal#remove the rivet shan/ by drillin".

+. :nstall hi"h3stren"th bolts accordin" to +1.6.).1. s approved by the R


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Item Pay Unit:N,


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%rovide materials as specified(!ro/en Stone# Coarse ""re"ate No. 6ZZZZZZZZZ.............ZZZZZZZZZZZZZ..).6K 0.+K184ZZZZZZZZZZZZZZZZZZZZ.............ZZZZZZZZZZZ...2.2sphalt3Stabilized $raina"e CourseZZZZZZZZZZZZ........... ..ZZZZZZ..ZZZZZ.2.1 Non3Me"etative Surface Coatin"ZZZZZZZZZZZZ............. .ZZZZZZZZZZZ...)2.2.8erbicideZZZZZZZZZZZZZZZZZZZZZ.............ZZZZZZZZZZZZ)7.)).6

%olyester Kattin"ZZZZZZZZZZ.ZZZZZZZ.............ZZZZZZZZZZZZ.Z..).)+%rovide Non3Me"etative Surface# %orous K conformin" to the re9uirements of sphalt3Stabilized $raina"e Course.

60.02.02 EF/*/


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60.03.04 N@V>/*//*/


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N=N3M


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T< >=,,=:NA :T


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E. P7-*.


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2. E=/ TB-?*/# apply the melted material at a temperature of between 8 and 82+ >.>:C STR:%


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T< >=,,=:NA :T


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T< >=,,=:NA :T


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DIVISION 00 ' ELECTRICAL

SECTION 01 ' ENERAL ITES

01.03.01 E=:>T %RAR% :S CNA


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the ri"id metallic conduit.

01.03.05 R


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C. C/


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Item Pay Unit P R:A:$ KT %RAR%S R< $


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T< >=,,=:NA :S $$


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T< S:T %RAR% :S $


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T< >=,,=:NA S?!S=,,=:NA S?!S


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Item Pay Unit,?K:N:Riber"lass Conduit...................................................................................................................................)*.)31.,i9uidti"ht >le'ible Ketallic Conduit.....................................................................................................)*.)37.Tracer ire..............................................................................................................................................)*.2.+Stainless Steel Junction !o'...................................................................................................................)*.*.)>iber =ptic Cable.........................................................................................................................................)*.)+>iber =ptic Splice iber =ptic %atch %anel................................................................................................................................)*.)7

Camera.........................................................................................................................................................)*.)*Controller# Camera.......................................................................................................................................)*.)Travel Time System.....................................................................................................................................)*.2


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>:>T %RAR% :S CNA


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T< >=,,=:NA :S $$irewallBNetwor/B:%addresses as re9uired.


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re9uirements in the performance of wor/. The material and wor/ re9uired for the inte"ration of the various:TS installations into the various e'istin" operatin" systems or subsystems used by the $epartment includes# but is not limited to# the followin"(

). t least 1 days in advance of re9uirin" access to the desi"nated Control Center# submit a writtennotice to the R< re9uestin" access.

2.


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c. %rovide an as3built list indicatin" the location of all &oints to the R


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various testin" forms available from the $epartmentIs website are in terms of business days. The test will bee'tended if there is any state holiday durin" the desi"nated testin" period. hen a device fails durin" testin" period# the testin" period will be rescheduled to pro"ress a"ain after the problem is addressed for the testin" time period specified.

1. D+:RST S=,,=:NA :S $$


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#. N/8 RF


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pan and tilt zones system and set up 8 presets for 9uic/ pan3tilt3zoom views prior to level ! testin". t least 1days prior to ,evel C testin"# submit a re9uest to the R< for the $epartment to inte"rate each camera into thedesi"nated control center CSS control software mana"ement system in use at the time of construction.

4. C/??, C*-*.

T< ,ST S:RST %RAR% :S CNA:RST S


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04.03.05 T*+? T32231'2**323RA! 0$oor toopen at roadway ri"ht lane4 3 No Substitutions%ermitted

K 1+328 or approved e9ual# with 2 lphacell )+ A, batteries or approved e9ual# and battery harnesses. Supplyau'iliary control panel mounted in the si"n# a media converter and a C$K TC%B:% wireless modem compatiblewith the wireless provider. %rovide all other e9uipment not listed here but re9uired for the complete operation of the $KS.

=btain wireless service and ensure that the TC%B:% C$K is compatible with the $KS controller software and$KS si"n supplied by the manufacturer. ireless service is re9uired for temporary or interim use until finalcommunications is installed so the NJ$=T and %ort uthority can use their respective $KS5s once they are

PROJECT PEC!"!C #TT#C$%E&T ' 3)23


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operational. Coordinate with the NJ$=T and the %NGNJ and provide use of the $KS5s by the a"encies for postin" messa"es for travel times# and daily traffic operations and public safety. Kaintain the systems per 78.6.) $.

>or $KS Site E7 that will be communicatin" over fiber optic communication media in its final condition# provideand install an =,,=:NA :S $$=,,=:NA S?!S


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The TSKCC5s may be mounted to e'istin" li"ht poles# si"n structures# balustrades# or other fi'ed wor/s as necessary to provide the views re9uired by the R


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C=NTR=, C


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T< >=,,=:NA :T:!


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DIVISION 900 ' ATERIALS

SECTION 901 ' AREATES

901.11 SOIL AREATE

1. C-


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T!,< 2.+.232 :S CNA=?RT %RAR% :S CNA/B 7 N@P*@AG/-/ I/-. T< >:>T %RAR% :S CNA=?RT %RAR% :S CNA


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). Re9uire that the Contractor remove and replace the defective lot# or2. llow the Contractor to submit a corrective action plan for approval.

T< >=,,=:NA S?!Sine a""re"ateCementitious materialSuper plasticizer

cceleratorSteel >ibers# specifically made for steel reinforcement# XP ' .*P# deformed

%rovide steel fibers that are made up of hi"h3carbon steel with a minimum tensile stren"th of 2# psi.


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%erform the test as soon as practical after the correspondin" samples reach )8#+ psi. The samples pass if the bars yield#then fail without the concrete failin" and without the bars pullin" out of the concrete.

Submit results of all the tests above# conducted by an ST= accredited testin" lab# to the K< for approval at least days prior to the start of field placement. %rovide to the K< a list of brid"e pro&ects in which the proposed ?%Cmaterial has been used for brid"e &oints 0within or outside the ?S4. The K< reserves the ri"ht to re&ect a proposed?%C material which lac/s a proven trac/ record for use in brid"e &oints.

903.11.03 *?

STK C 17

%CC Saturated Surface3$ry!ond Stren"th

+7 psi minimum# at 28 rs7[) de"ree >

!=N$ Tormula4 e'cept the "radation meets the followin"(

T*? 903.12@2 "


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6B*P )

E8 7

E* +

E)1 88

E6 6

E+ +32

E) 7

E2 6


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Thic/nessY)B8P[.8PSample conditionin"()*B2+B+ +B7

Tensile Stren"th 2+6* psi minimum Type : at 8+PBminThic/ness Y)B8P [ .8PSample conditionin"(

)*B2+B+ +B7

STK $ 16*

STK $ 1)*

Styrene Contentj 8 percent to + percent 0by wei"ht4 STK $ 261

Silane Coupler ). percent# minimum0by wei"ht of polyester styrene resin4

%CC SaturatedSurface $ry !ond

+7 psi minimum at 28 hoursand 7[)de"ree >

jTested prior to addin" initiator

Malues are based on specimens or samples cured or a"ed at 77 de"ree > unless otherwise indicated.

%rovide a silane coupler that is an or"anosilane ester# "ammamethacrylo'ypropyltrimetho'ysilane.


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SECTION 905 ' REIN!ORCEENT ETALS

905.01.03 W? W


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SECTION 909 ' DRAINAET< >=,,=:NA S?!%RT :S $$ STK )+6Steel in"e %late :S: 8)6 STK )26nchor Rod :S: )8+nchor Coil :S: )*nchor asher *.8nchor >errule *.8

Submit mill certificates for the component materials.

911.02.03 N@**8* S S/ 7 / S

T< T T:S S?!%RT :S $


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T< >=,,=:NA :S $$


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912.03.02 TB-?*/


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913.01.01 R*


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T*? 914.0@2 RF


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ederal Spec. C3+*)le'ible Ketallic Conduit shall be of zinc coated "alvanized low carbon strip withuniform width - thic/ness. The conduit shall be in accordance with ?, 61 and CS C22.2 No. +1re9uirements.


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91.0.01 STAINLESS STEEL "UNCTION O$

Aeneral F :


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,umens Y 61*8Molta"e Y 277M,inish Y !lac/Color Temperature Y +7L

atta"e Y 2,umens Y 7))2Molta"e Y 277M,inish Y !lac/Color Temperature Y +7L

2. S LB/.

T< S


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Lamps0LE type* S>L+%R 8:? or silicon @lled as recommended $y the manufacturer*8;;*;;; hours rated life* 8; Aatts Ma5imum

• 8?;%''enter channel 4 +reen LE* 2 tier

• Mar#in 4 Red LE* 2 tier

• Pier mar!er 4 Red LE* 2 tier

• %/iation 4 Steady4$urnin# Red LE $struction Li#ht

Mountin# components0

• Ensure the ? inch diameter pipe is schedule 2;* stainless steel* appro5. 2C in

len#th* and the swi/el systems and $ases are hea/y duty corrosion resistant cast

silicon $ron1e construction. Use D? stainless steel ser/ice chains.

T< >=,,=:NA :S $$


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4 >iller rod 3 medium or hi"h density polyethylene.4 Strandin" F buffer tubes stranded around central member and held in place with binders.

3 ater3 swellable yarn and tape that is non3nutritive to fun"us# electrically non3conductive# non3to'ic#dermatolo"ical safe and compatible with all other cable components.

4 Core separator or binders 3 non3hy"roscopic# non3wic/in" and dielectric with low shrin/a"e.4 Tensile outer stren"th member 3 hi"h tensile stren"th aramid yarns and fiber"lass helically stranded evenly

around the cable core4 Ripcord F minimum two ripcords# e9ually spaced 0)* for 244 =uter &ac/et 3 $%< or K$%ield $iameter( .2 [ .8 m at )6) m#

).8 [ .* m at )++ mKacro bendin" ,ossKeasured on loose fiber of ) turns of 7+ mm diameter 0tested .+ d! )6) nmin accordance with


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>:!:!>$$: specifications− ?,

)32


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− :nstallation temperature( 322> to )+*>

236 =ther Re9uirements− Ri"id non3filled case molded out of polyesterBpolycarbonate blend.−


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− Cable clamps with strain relief − >lipcard for easier record /eepin"

232


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4 s a minimum# :% 11

1. ei"ht( 1.+ lbs ma'.

PROJECT PEC!"!C #TT#C$%E&T ' 3)8*3


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$ata port(). t least one RJ38+ and other ports that may be necessary for control# pro"rammin"# and viewin"2.Mideo transmission from camera system to control e9uipment over coa'ial cable or unshielded

twisted pair 0?T%46. ,oc/ out control from head end when cable is plu""ed into RJ38+ &ac/

8. n audible alarm sounds when the door is open until cable is plu""ed into RJ38+ &ac/ and theaudible alarm sounds a"ain when cable is removed to remind operator to latch the door closed

+.


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*. %roportional %anBTilt Speed( Speed decreases in proportionto the increasin" depth of zoom

. utomatic %ower3?p( ?ser3selectable to the mode of operation the dome will assume when power is cycled# includin"automatically returnin" to position or function occurrin" before power outa"e

). Vones(


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2*. >reeze >rame( >reeze current scene of video durin" presetmovement

2. $isplay Setup( ?ser3definable locations of all labels anddisplaysH user3selectable time duration of each display

6. zimuthB


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C=,=RB!,CL3:T< =%T:C SGSTocus( utomatic with manual override

. NTSC Sensitivity ( .)* lu' at )B2 sec shutter speed0!4 6+ :R<.++ lu' at )B1 sec shutter speed 0color4 6+ :R<.)* lu' at )B2 sec shutter speed 0color4 6+ :R<). lu' at )B1 sec shutter speed 0color4 + :R<.+ lu' at )B2 sec shutter speed 0color4 + :R<.) lu' at )B8 sec shutter speed 0!4 + :R<

). Synchronization System( :nternalBC line loc/ phase ad&ustablethrou"h remote control# M3sync =R Crystal

)). hite !alance( utomatic with manual override

)2. NTSC Shutter Speed( up to )B6#

)6. :ris Control( utomatic with manual override

)8. Aain Control( utomaticB off

)+. Mideo =utput( ) Mp3p# 7+ ohms)1. Mideo Si"nal3to3Noise( + $b

)7. ide $ynamic Ran"e( minimum *

)*. Kotion $etection( ?ser3definable motion detectionsettin"s for each preset scene# can activate au'iliary outputs# andcontains 6 sensitivity levels per zone

236 !CL != N$ ,=


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8. u'iliary Connections( =ne >orm3C relay output at 8 M# 2 ma'imum# and a second open collector output at 62 M$Cma'imum at 6 m

+. larm inputs( Seven

1. :nstallation( Duic/3mount wall# corner# pole# parapet# or

ceilin" adapter 7. Cable actory3installed heaters# blowers# andsun shroud

. =peratin" Temperatures( Continuous operatin" ran"e of 32.2 to)22°>

). Kemory( !uilt3in memory stora"e of camera and location3specific dome settin"s such as presets and patterns. :f new domedrive is installed in bac/ bo'# all settin"s to downloadautomatically into new dome drive

)). Color( Aray# ba/ed3on enamel powder coat

)2. Construction( nti3impact# vandal resistant# dual wallaluminum enclosure with a min# .3inch thic/# clear polycarbonate lower dome and aluminum trim rin"

)6. $isconnect( Duic/ to dome drive

)8. $imensions( %endant ).13)6.783inch overall len"th0includin" dome4 by *.13)).+3inch diameter

)+. ei"ht( )8. lbs ma'

91.19 CONTROLLER, CAERA


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the inside of the cabinet doors to manually disable the lamps.c. ll Controller Cabinet terminals# outlets# circuit boards# and other components are labeled usin" sil/

screenin" or a similar permanent process.d. The Controller Cabinet has space for installin" Code Translator and low volta"e power supplies.

232 %ower $istribution K air flow for

ventilation# screened a"ainst the entrance to remove dust and forei"n matter in the top of the cabinetcompletely wired and interconnected. %rovide and install a contact closure with wirin" to indicate thatcabinet ventilation has failed. failure of the ventilation is to be reported when the temperature in thecabinet e'ceeds a preset temperature selected from an ad&ustable ran"e from 7 > to )6 >.

b. >iltered air inta/e ports are to be located on the bottom third of the access door.c.


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connect to communications e9uipment. The &umper cable is to be suitable for installation inside the outdoor cabinets.The fiber material characteristics are to be in conformance with the >iber =ptic Cable material spec.

91.20 TRAVEL TIE SYSTE

The purpose of these specifications is to describe the minimum acceptable desi"n and operatin" re9uirements for

Travel Time System.

The Travel Time System shall be TRNSK:Tk 0TRNSC=K5s System for Kana"in" :ncidents and Traffic4 asspecified.

S


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". The NJ$=T has a"reements with KRL :M :ndustries and TRNSC=K for e9uipment procurement andtechnical support services for TRNSK:T readers and antennas. NJ$=T will authorize the contractor to purchase e9uipment from KRL :M directly at the NJ$=T ne"otiated cost. TRNSC=K technicalsupport services will be re9uired to test and commission the TRNSK:T e9uipment specified on thecontract plans. The contractor shall include costs for all re9uired TRNSK:T components andTRNSC=K technical support services in the contract bid price in accordance with the fi'ed unit costs

shown on the contract plans.h. Roadside e9uipment shall be furnished by the contractor include reader antennas# coa'ial cables# reader e9uipment cabinets and any incidentals necessary for the communication system ready for supportin"TRNSK:T reader electronic e9uipment.

)38 TRNSK:T Reader ntennasa. NJ$=T shall authorize the contractor to purchase the TRNSK:T ntenna at a fi'ed cost under a NJ$=T

"reement with KRL :M. b. The Contractor shall furnish attachment hardware for each reader antenna. The attachment hardware shall

include but is not limited to mountin" clamps# 2 inch RKC %MC coated conduits and elbows# end caps#etc.# installation and interconnection cable as shown on the plans or as directed by the


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t Reader ntenna( Type 3N connector maleSize .+ inch 0)6 mm4:mpedance + ohms%latin" coat silver plated body and "old plated pin

t Reader Cabinet( Type 3N connector male

a. Size Compatible with sur"e protector :mpedance + ohms

c. %latin" coat Silver plated body and "old plated pin

t the end of the .+ in 0)6 mm4 coa'ial cable in the reader cabinet attach a sur"e suppressor :::. Coa'ial Cable Sur"e Suppressors shall be provided in the e9uipment cabinet for each coa'ial

connection to e9uipment electronics. The coa'ial cable sur"e suppressors shall have the followin"minimum specifications(

ttenuation .+ d! at ) KV>re9uency Ran"e ) to ) KVResponse Time ) nanosecondsTurn on Molta"e 2 voltsSur"e current + /ousin" Stainless steelConnectors Compatible with X; 0)6 mm4 coa'ial

Cable connectors and terminatin"ith N type female connections

)31 TRNSK:T Reader and Software

a. NJ$=T shall authorize the Contractor to purchase the TRNSK:T Readers at a fi'ed cost under a NJ$=T"reement with KRL :M.

b. The Contractor shall furnish attachment hardware for cabinet installation and conduits and cable installationand interconnection cable to the reader antenna as shown on the plans or as directed by the


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The cabinets shall be a Nastenin" material 3 stainless steel pop3rivets or stainless steel nuts and boltseldin" of hin"es 3 not permitted$oors catch 3 hold the door open at both and )*[) de"rees in 13mph wind

e. $oor Aas/et 3 dust ti"ht# .2+ inch minimum thic/ness closed cell neoprene or silicone 0!=G$ R3)8* or e9ual4 and shall be permanently bonded to the metal.

:::. ,oc/in" System,oc/in" mechanism 3 three3point draw roller typeCabinet loc/ 3 CC, 23NJ:MS type# or e9ual.

%ush rod cross section 3 .2+ inch thic/ by .7+ inch wide# minimum

PROJECT PEC!"!C #TT#C$%E&T ' 3)+*3


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:M. Cabinet Ca"e Nineteen3inch e9uipment rac/ to the followin">ield communication modem#?%SReader e9uipment F 28P ' )6P$Rac/ standard 3 iltration# removable and reusable door vents air filter luorescent lamp wired to turn on upon door openin".

M:::. %lastic ollow Current

PROJECT PEC!"!C #TT#C$%E&T ' 3)+3


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+ nanosecond response timeutomatic recovery)2 MC# 1 mpere service to )*+ >

The sur"e suppressor module and terminal connector shall be installed accordin" to manufacturer specificationsat locations specified on the plans.

:M. Coa'ial Sur"e SuppressorThe coa'ial sur"e suppressor shall have the followin" minimum specifications(

ttenuation .+ db at ) KV>re9uency Ran"e ) to ) KVResponse Time ) nanosecondsTurn on Molta"e )2 Molts



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Sur"e Current + /ousin" Stainless Steel

Connectors Compatible with XP coa'ial cable connectors and terminatin" with N type female connectionsM. Around !usSolid copper "roundin" bus bar%ermanently mounted to the inside cabinet wallResistance between the "round bus bar and the cabinet wall )Kinimum of 2 connector points for E* A conductor

M:. %anels>abricated from .)2+3inch sheet aluminumContains a "roundin" stud and No. * A copper "round conductor

M::. :nputBCommunication %anell communication and data lines enterin" or leavin" the cabinet shall be terminated in terminal bloc/s mounted

on the inputBcommunication panel. Sur"e protectors mounted on the panels shall be provided to protect each of these lines.

M:::.


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protected by the ?%S.

::. !atteriesThe minimum battery bac/up time 3)+ minutes!atteries 3 maintenance free# sealed# and non3"assin"

Kinimum lifetime of three yearsRechar"e to @ of rated capacity within ei"ht hours

:::. =utput aveformThe loaded output waveform shall be full sine waveSine wave output 3 +@ total harmonic distortion with batteriesStepped wave or s9uare wave output waveforms shall not be used

:M. =verload %rotectionKonitor the output loaduto shutdown to prevent overheatin"

Reset able input side circuit brea/er

M. =utput Receptaclesront %anel :ndicatorsC line input present!attery status 0on battery# fully char"ed# partially char"ed# replace battery warnin"4,oad status 0partial# full# and overload4,ine volta"e bein" corrected

. Relative humidity from @ to +@# non3condensin"

91.21 ET#ERNET SWITC#


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( :#$C% Snoopin"

!. >unctional Re9uirements( Kinimum of )2L Kedia ccess Control 0KC4 addresses for Type ub confi"uration 0Type Switch4( Kinimum of *L KC addresses for Type >ield confi"uration 0Type ! Switch4jj

( %ort Kirrorin"( KC !ased %ort Trun/in"( Store3and3forward Switchin" Kethod

Non3bloc/in" full wire speed forwardin" rate(

( ) mbps( )8#** pps 0pac/ets per second4( ) mbps( )8*#* pps 0pac/ets per second4( ) mbps( )#8**# pps 0pac/ets per second4

C. Kana"ement( $irect console port access via RS3262( Kana"ement pplication available throu"h TK, eb !rowser ( Remote confi"uration by Telnet( SNK% v)# v2# v6 3 !rid"e Kana"ement :nformation !ase 0K:!4# M,N K:!# %rivate K:!# RK=N K:! 3

for alarm monitorin" - dia"nostic.( :AK% v)# v2# v6 0:AK% Snoopin"4( Security C,5s 0Not pplicable for Type ! Switch4

$. :nterface and Connectors

$esi"nation Typical $istance Nominalavelen"th >iber Type Connector =ptical !ud"et

)!ase3, + /m )6) nm )B)2+ SK ,CBS>% )) d!)!ase3, ) /m )6) nm )B)2+ SK ,CBS>% )).+ d!)!ase3, 2 /m )6) nm )B)2+ SK ,CBS>% 2 d!)!ase3, 8 /m )6) nm )B)2+ SK ,CBS>% 2 d!)!ase3, 8 /m )++ nm )B)2+ SK ,CBS>% )7 d!



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)!ase3, 7 /m )++ nm )B)2+ SK ,CBS>% 26 d!)!ase3> 2 /m )6) nm )B)2+ SK SCBS>% ) d!)!ase3> )+ /m )6) nm )B)2+ SK SCBS>% )+ d!)!ase3> 2 /m )6) nm )B)2+ KK SCBS>% ) d!)!ase3> 8 /m )6) nm )B)2+ KK SCBS>% 68 d!)!ase3> 1 /m )6) nm )B)2+ SK SCBS>% 66 d!

)!ase3T 65 NB NB RJ38+ NB)!ase3T 65 NB NB RJ38+ NB

)!ase3T 65 NB NB RJ38+ NB

Number of ports and port specifications are to be as specified in the bid documents. $esi"ner and Contractor are to ensure the correct >iber Transceiver is utilized based on distance and d! loss between switches.

%rovide connectors as follows(( Copper( RJ38+ > >emale * %osition * Contact 0*%*C4( >iber( SC# ,C


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SwitchType

Switch>unction

Kinimum E of Re9uired %orts Temperature) !ase3T) !ase3T

) !ase3> ) !ase3, =peratin" Ran"eStora"eRan"e

Type ?! )2 )2 ) 62> to )8> > to )+*>Type ! >ieldj 8 8 38> to )17> 3)6> to )17>

Type C !roadband:S%jj 8 3)6> to )8> 3)6> to )8>

TBT ports to have user3selectable speed settin" 0)B) Kbps4.:n order not to conflict with e'istin" term contracts# all switches are to be Cisco F No Substitutions %ermitted.

jhen Type ! switch has a layer 6 confi"uration includin" :% routin" re9uirementsH it shall have a minimum 2L KC addresses.

jjType C must use a hardened Cisco *)30A4 Series :nte"rated Services M%N Router to the latest revision with 83%ort )B) Kbps Kana"ed Switch for a field environment. Cisco Series **) M%N router to the latest revision is to be used in an MC controlled environment.

,. ,ist of unctional Re9uirements) Convert analo" video and serial %TV data to K%


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) >lash memory of video codec and firmware up"rade over the networ/) jTT%S based uthentication

j>or !roadband and :S% applications

).8 :nterface and Connectors) Serial :nterface 0%TV4(


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) %ort !uffer( +)2 /b) $ata !its( +3*) Stop !its( )# 2) %arity( =dd# to )+*>) Stora"e Temperature( 3)6> to )*+>) =peratin" umidity( +@ to +@ relative humidity non3condensin"

)3*


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)3)) Standard Confi"uration

Type Kinimum Number of Re9uired %orts) !ase3TB) !ase FTj RS3262BRS3822BRS38*+jj

Type ) )Type ! ) 2

Type C ) 8Type $ ) *jKa'imum distance for


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?4? Compartments Two ?8 RMU 'ompartments

?4eeds Top &eed ? 'hannel 'a$le Raceway on each side of ca$inet

?4 %anels and $oorsSide %anels( Solid Standard,oc/s( Standard ,oc/s>ront $oor( Style %erforated KetalRear $oor( Style $oor3mounted Rear >ansSwin"3andle ,atch

?4= >inishCabinet Color( !lac/ finish

?49 heelsnchor and Caster Lits( 2# lb slim frame caster /itH 6;H !lac/,oc/able

23* !usbar Mertical !usbar Lit

23 dditional Re9uirementsCable Kana"ementSelf Tappin" screws for e9uipment installation%rovide openin" between the two compartments to run a cableRemovable $ivider between the two compartmentsAround !us !ar >ansMents

91.26 TRANS!ORER AND TRANS!ORER DISCONNECT

•


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SECTION 919 ' ISCELLANEOUS

T< >=,,=:NA :S $$


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C. P8 S

ocus with Kanual >ocus capability.

*. uto hite !alance with Kanual hite !alance capability.. Kotorized Voom up to )1' optical# )' di"ital.

). Kotorized %an3Tilt# pan 61# tilt )*.

)). Thermostatically controlled heater and defroster 3+ to )8> operatin" ran"e.

)2. indshield wiper.

)6. 28B7 operation in all weather conditions.

)8. Time and date stamp.


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1. Savin" ima"es and sendin" e3mail ima"es.

7. Miewin" archived ima"es via a "raphical calendar control and storin" archived ima"es at least every fiveminutes.

*. Three levels of password protection( administrator# user# and "uest# individual user accounts.

. Konitorin" and controllin" the cameras usin" web access.

SECTION 1005 ' CONCRETE SITE EUIPENT

1005.0 POLYESTER POLYER CONCRETE (PPC) OVERLAY EUIPENT

T< >=,,=:NA :S $$


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SECTION 1009 ' #A PLANT EUIPENT

1009.01 #A PLANT

A. RFabricator5s e'perience and demonstratin" that they have ade9uate staff#appropriate forms# e'perienced personnel and in3house en"ineerin" and 9uality control. The fabricator must alsohave suitable assembly and fabrication facilities to accomplish the wor/ includin" secure stora"e for the re9uired a"in" period. %rovide evidence of successful transportin" of similar sized units. %rovide a representative from themanufacturin" company to be present full time on the site when the %recast ,i"htwei"ht Concrete $ec/ %anels is bein" installed for moc/ up testin"# and durin" the initial two wee/s of panel erection at the site# and as otherwisere9uested by the R


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N"DOT TEST ET#ODS

T< >=,,=:NA T


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a. %lace the cuttin" template on the top surface of the laboratory molded specimen or roadway core. Tracethe location of the first two cuts by drawin" lines usin" paint or a permanent ma/er alon" the sides of thecuttin" template.

b. Trim the specimen ends by cuttin" the specimen perpendicular to the top surface followin" the tracedlines. $iscard specimen ends.

c. Trim off the top and bottom of the specimen to produce a sample with a hei"ht of 0).+ inches B3 .2inches 06* mm B3 .+ mm4.

d. Keasure the density of the trimmed specimen in accordance with ST= T )11. :f the specimen doesnot meet the density re9uirement as specified for performance testin" for the mi' bein" tested# thendiscard it and prepare a new specimen.

e. ir dry the trimmed specimen to constant mass# where constant mass is defined as the wei"ht of thetrimmed specimen not chan"in" by more than .+@ in a 2 hour interval.

3. / T


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N/ 3 F inal ,oad.1. %ercent decline 0or reduction4 in ,oad.7. Number of cycles until failure.*. Test Temperature

PROJECT PEC!"!C #TT#C$%E&T ' 3)7*3


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#pril *+,* #ugust *+,,

&o-ember *++!nterim Re-ision ) %arh *++

Januar0 *++1

STATE ATTACHMENT NO. 1

STATE OF NEW JERSEY EQUAL EMPLOYMENT OPPORTUNITY SPECIAL PROVISIONSFOR CONSTRUCTION CONTRACTS FUNDED BY WHOLLY OR PARTIALLY STATE FUNDS

I. GENERAL!t is the poli0 o2 the &ew Jerse0 3epartment o2 Transportation 4herea2ter 5&J3OT67 that its ontrats should

reate a wor82ore that re2lets the di-ersit0 o2 the tate o2 &ew Jerse0. There2ore9 ontratorsengaged b0 the &J3OT to per2orm under a onstrution ontrat shall put 2orth a good 2aith e22ort toengage in reruitment and emplo0ment praties that 2urther the goal o2 2ostering eual opportunities tominorities and women.

The ontrator must demonstrate to the &J3OT;s satis2ation that a good 2aith e22ort was made to ensurethat minorities and women ha-e been a22orded eual opportunit0 to gain emplo0ment under the&J3OT;s ontrat with the ontrator. Pa0ment ma0 be withheld 2rom a ontrator;s ontrat 2or 2ailureto ompl0 with these pro-isions.

E-idene o2 a 5good 2aith e22ort6 inludes9 but is not limited to:

,. The Contrator shall reruit prospeti-e emplo0ees through the tate Jobs'Jerse0or82ore 3e-elopment9a-ailable online at http://webos.dol.state.nj.us/Talent/=ogin.aspx .

&ote: Posting shall not be reuired where the emplo0er intends to 2ill the jobopening with a present emplo0ee9 a laid)o22 2ormer emplo0ee9 or a jobandidate 2rom a pre-ious reruitment9 where pre)existing legall0 bindingolleti-e bargaining agreements pro-ide otherwise9 or where an exeption hasbeen granted to the &J3OT b0 the 3epartment o2 =abor and >or82ore3e-elopment.

*. The Contrator shall 8eep spei2i reords o2 its e22orts9 inluding reords o2 all indi-idualsinter-iewed and hired9 inluding the spei2i numbers o2 minorities and women?

@. The Contrator shall ati-el0 soliit and shall pro-ide the &J3OT with proo2 o2 soliitation2or emplo0ment9 inluding but not limited to ad-ertisements in general irulation media9pro2essional ser-ie publiations and eletroni media? and

'. The Contrator shall pro-ide e-idene o2 e22orts desribed at * abo-e to the &J3OT noless 2reuentl0 than one e-er0 ,* months.

A. The Contrator shall ompl0 with the reuirements set 2orth at &.J.#.C. ,1:*1.

The Contrator is reuired to implement and maintain a spei2i #22irmati-e #tion Compliane Program o2Eual Emplo0ment Opportunit0 in support o2 the &ew Jerse0 5Law Against Discrimination69 &.J..#.,+:A)@, et se.9 and aording to the #22irmati-e #tion Regulations set 2orth at &.J.#.C. ,1:*1),., et

se.

The pro-isions o2 &.J..#. ,+:*), through ,+:*)' and &.J..#. ,+:A)@, et se.9 as amended andsupplemented7 dealing with disrimination in emplo0ment on publi ontrats9 and the rules andregulations promulgated pursuant thereunto9 are hereb0 made a part o2 this ontrat and are bindingupon the Contrator.

&onompliane b0 the Contrator with the reuirements o2 the #22irmati-e #tion program 2or EualEmplo0ment Opportunit0 ma0 be ause 2or dela0ing or withholding monthl0 and 2inal pa0ments pendingorreti-e and appropriate measures b0 the Contrator to the satis2ation o2 the 3epartment.

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Januar0 *++1

The Contrator will ooperate with the state agenies in arr0ing out its Eual Emplo0ment Opportunit0obligations and in their re-iew o2 its ati-ities under the ontrat.

The Contrator and all its subontrators9 not inluding material suppliers9 holding subontrats o2 F*9A++ ormore9 will ompl0 with the 2ollowing minimum spei2i reuirement ati-ities o2 Eual Opportunit0 and

#22irmati-e #tion set 2orth in these speial pro-isions. The Contrator will inlude these reuirements in

e-er0 subontrat o2 F*9A++ or more with suh modi2iation o2 language in the pro-isions o2 suhontrats as is neessar0 to ma8e them binding on the subontrator.

3uring the per2ormane o2 this ontrat9 the ontrator agrees as 2ollows:

,. The Contrator or subontrator9 where appliable9 will not disriminate against an0 emplo0ee orappliant 2or emplo0ment beause o2 age9 rae9 reed9 olor9 national origin9 anestr09 maritalstatus9 a22etional or sexual orientation9 gender identit0 or expression9 disabilit09 nationalit0 or sex.Exept with respet to a22etional or sexual orientation and gender identit0 or expression9 theContrator will ensure that eual emplo0ment opportunit0 is a22orded to suh appliants inreruitment and emplo0ment9 and that emplo0ees are treated during emplo0ment9 without regard totheir age9 rae9 reed9 olor9 national origin9 anestr09 marital status9 a22etional or sexualorientation9 gender identit0 or expression9 disabilit09 nationalit0 or sex. uh eual emplo0mentopportunit0 shall inlude9 but not be limited to the 2ollowing: emplo0ment9 upgrading9 demotion9 or

trans2er? reruitment or reruitment ad-ertising? la0o22 or termination? rates o2 pa0 or other 2orms o2ompensation? and seletion 2or training9 inluding apprentieship. The Contrator agrees to postin onspiuous plaes9 a-ailable to emplo0ees and appliants 2or emplo0ment9 noties to bepro-ided b0 the Publi #gen0 Compliane O22ier setting 2orth pro-isions o2 this nondisriminationlause.

*. The Contrator or subontrator9 where appliable will9 in all soliitations or ad-ertisements 2oremplo0ees plaed b0 or on behal2 o2 the Contrator9 state that all uali2ied appliants will reei-eonsideration 2or emplo0ment without regard to age9 rae9 reed9 olor9 national origin9 anestr09marital status9 a22etional or sexual orientation9 gender identit0 or expression9 disabilit09 nationalit0or sex.

@. The Contrator or subontrator9 where appliable9 will send to eah labor union or representati-eo2 wor8ers with whih it has a olleti-e bargaining agreement or other ontrat or understanding9 a

notie9 to be pro-ided b0 the agen0 ontrating o22ier ad-ising the labor union or wor8ers;representati-e o2 the ontrator;s ommitments under this at and shall post opies o2 the notie inonspiuous plaes a-ailable to emplo0ees and appliants 2or emplo0ment.

'. The Contrator or subontrator9 where appliable9 agrees to ompl0 with an0 regulationspromulgated b0 the Treasurer pursuant to &.J..#. ,+:A)@, et se.9 as amended and supplemented2rom time to time and the #merians with 3isabilities #t.

A. >hen hiring or sheduling wor8ers in eah onstrution trade9 the Contrator or subontratoragrees to ma8e good 2aith e22orts to emplo0 minorit0 and women wor8ers in eah onstrutiontrade onsistent with the targeted emplo0ment goal presribed b0 &.J.#.C. ,1:*1)1.*? pro-ided9howe-er9 that the The 3i-ision o2 Publi Contrats Eual Emplo0ment Opportunit0 Compliane4herea2ter 53i-ision67 ma09 in its disretion9 exempt a Contrator or subontrator 2rom omplianewith the good 2aith proedures presribed b0 the 2ollowing pro-isions9 a9 b9 and 9 as long as the

3i-ision is satis2ied that the Contrator or subontrator is emplo0ing wor8ers pro-ided b0 a unionwhih pro-ides e-idene9 in aordane with standards presribed b0 the 3i-ision9 that itsperentage o2 ati-e 5ard arr0ing6 members who are minorit0 and women wor8ers is eual to orgreater than the targeted emplo0ment goal established in aordane with &.J.#.C. ,1:*1)1.*.The Contrator or subontrator agrees that a good 2aith e22ort shall inlude ompliane with the2ollowing proedures:

a. !2 the Contrator or subontrator has a re2erral agreement or arrangement with a union 2or aonstrution trade9 the Contrator or subontrator shall9 within three business da0s o2 theontrat award9 see8 assuranes 2rom the union that it will ooperate with the Contrator or

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Januar0 *++1

subontrator as it 2ul2ills its a22irmati-e ation obligations under this ontrat and in aordanewith the rules promulgated b0 the Treasurer pursuant to &.J..#. ,+:A)@, et. se.9 assupplemented and amended 2rom time to time and the #merians with 3isabilities #t. !2 theContrator or subontrator is unable to obtain said assuranes 2rom the onstrution tradeunion at least 2i-e business da0s prior to the ommenement o2 onstrution wor89 the

Contrator or subontrator agrees to a22ord eual emplo0ment opportunities to minorit0 andwomen wor8ers diretl09 onsistent with this hapter. !2 the Contrator;s or subontrator;s prior experiene with a onstrution trade union9 regardless o2 whether the union has pro-ided saidassuranes9 indiates a signi2iant possibilit0 that the trade union will not re2er su22iientminorit0 and women wor8ers onsistent with a22ording eual emplo0ment opportunities asspei2ied in this hapter9 the Contrator or subontrator agrees to be prepared to pro-ide suhopportunities to minorit0 and women wor8ers diretl09 onsistent with this hapter9 b0 ompl0ingwith the hiring or sheduling proedures presribed under 4b7 below? and the Contrator orsubontrator 2urther agrees to ta8e said ation immediatel0 i2 it determines or is so noti2ied b0the 3i-ision that the union is not re2erring minorit0 and women wor8ers onsistent with theeual emplo0ment opportunit0 goals set 2orth in this hapter.

b. !2 good 2aith e22orts to meet targeted emplo0ment goals ha-e not or annot be met 2or eahonstrution trade b0 adhering to the proedures o2 4a7 abo-e9 or i2 the Contrator does not

ha-e a re2erral agreement or arrangement with a union 2or a onstrution trade9 the Contratoror subontrator agrees to ta8e the 2ollowing ations:4,7 To noti20 the Publi #gen0 Compliane O22ier9 the 3i-ision9 and minorit0 and women

re2erral organiGations listed b0 the 3i-ision pursuant to &.J.#.C. ,1:*1)A.@9 o2 its wor82oreneeds9 and reuest re2erral o2 minorit0 and women wor8ers?

4*7 To noti20 an0 minorit0 and women wor8ers who ha-e been listed with it as awaiting a-ailable-aanies?

4@7 Prior to ommenement o2 wor89 to reuest that the loal onstrution trade union re2erminorit0 and women wor8ers to 2ill job openings9 pro-ided the Contrator or subontratorhas a re2erral agreement or arrangement with a union 2or the onstrution trade?

4'7 To lea-e standing reuests 2or additional re2erral to minorit0 and women wor8ers with theloal onstrution trade union9 pro-ided the Contrator or subontrator has a re2erralagreement or arrangement with a union 2or the onstrution trade9 the tate Training and

Emplo0ment er-ie and other appro-ed re2erral soures in the area?4A7 !2 it is neessar0 to la0 o22 some o2 the wor8ers in a gi-en trade on the onstrution site9la0o22s shall be onduted in ompliane with the eual emplo0ment opportunit0 and non)disrimination standards set 2orth in this regulation9 as well as with appliable tate and"ederal ourt deisions?

4H7 To adhere to the 2ollowing proedure when minorit0 and women wor8ers appl0 or arere2erred to the Contrator or subontrator:4i7 The ontrator or subontrator shall inter-iew the re2erred minorit0 or women wor8er.4ii7 !2 said indi-iduals ha-e ne-er pre-iousl0 reei-ed an0 doument or erti2iation

signi20ing a le-el o2 uali2iation lower than that reuired in order to per2orm the wor8 o2 the onstrution trade9 the Contrator or subontrator shall in good 2aith determine theuali2iations o2 suh indi-iduals. The Contrator or subontrator shall hire orshedule those indi-iduals who satis20 appropriate uali2iation standards in on2ormit0with the eual emplo0ment opportunit0 and non)disrimination priniples set 2orth inthis hapter. $owe-er a Contrator or subontrator shall determine that the indi-idualat least possesses the reuisite s8ills and experiene reogniGed b0 a union9apprentie program or a re2erral agen09 pro-ided the re2erral agen0 is aeptable tothe 3i-ision. !2 neessar09 the Contrator or subontrator shall hire or sheduleminorit0 and women wor8ers who uali20 as trainees pursuant to these rules. #ll o2 thereuirements9 howe-er9 are limited b0 the pro-isions o2 47 below.

4iii7 The name o2 an0 interested women or minorit0 indi-idual shall be maintained on awaiting list9 and shall be onsidered 2or emplo0ment as desribed in paragraph 4i7abo-e whene-er -aanies our. #t the reuest o2 the 3i-ision9 the Contrator or

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subontrator shall pro-ide e-idene o2 its good 2aith e22orts to emplo0 women andminorities 2rom the list to 2ill -aanies.

4i-7 !29 2or an0 reason9 said Contrator or subontrator determines that a minorit0 indi-idualor a woman is not uali2ied or i2 the indi-idual uali2ies as an ad-aned trainee orapprentie9 the Contrator or subontrator shall in2orm the indi-idual in writing o2 the

reasons 2or the determ

FINAL Special Provisions 121913.docx

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Transcript of FINAL Special Provisions 121913.docx