Specifications Jan 2014

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    Technical Specifications_________________________________________________________________________________________________

    CONTENTS

    1. SERIES 03 00 00: CONCRETE

    2. SERIES 04 00 00: MASONR

    3. SERIES 0! 00 00: META"S

    4. SERIES 0# 00 00: $OO% AN% &"ASTICS

    !. SERIES 0' 00 00: T(ERMA" AN% MOIST)RE &ROTECTION

    #. SERIES 0* 00 00: +INIS(ES

    '. SERIES 31 00 00: EART($OR,S

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    DIVISION NUMBER: 31 00 00 EARTHWORKS

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    Section: 31 10 00 SITE CLEARING

    1. Dec!i"tion

    #. Gene!$%

    3. De&o%ition $n' C%e$!in( B)i%'in( $n' St!)ct)!e

    *. C%e$!in( B)+

    ,. C%e$!in( T!ee

    -. C%e$!in( $n' G!)in(

    1. Dec!i"tion

    The -o/ to e pefoe ne this Section consists in eneal of:

    the eo5al an satisfacto6 isposal fo the site7 in the -a6 of o othe-ise

    affecte 6 the -o/s as sho-n in the a-ins o as esinate 6 the

    Eninee7 of ass7 tees an othe 5eetation inclin in p of oots8

    the eolishin7 ea/in p7 eo5in an satisfacto6 isposal of ilins

    9inclin all ilin apptenances7 stctes7 fences7 poles7 eis an

    speficial ostctions on the site in the -a6 of o othe-ise affecte 6 the

    -o/s as sho-n in the a-ins o as esinate 6 the Eninee. It shall not

    incle fo the eolishin of ino oasie stctes sch as sin fonations7

    slippe ains7 /es 9cs7 sie-al/s7 an the li/e7 o; ains p to 1 eep7 o'!0 iaete o less pipe cl5ets an thei hea-alls -hich shall all e

    consiee eneal e;ca5ation.

    sal5ain an pese5ation of esinate ateials an oills

    of ?antities.

    All ilins7 stctes an othe thins to eain ae as a/e on the %a-ins o

    as esinate 6 the Eninee. The Contacto shall potect e;istin feates to e

    etaine an epai aae as specifie 6 the Eninee. An6 ct o scae

    sfaces of tees o shs selecte fo etention shall e neatl6 ct ac/ to son

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    -oo.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 10 00 SITE CLEARING Cont/'

    Gene!$% Cont/'

    No lan onents7 popet67 a/es o official ata points shall e eo5e ntil

    an athoi@e aent has -itnesse o othe-ise efeence thei locations an

    appo5e thei eo5al.

    The Contacto shall pe5ent all aae to pipes7 conits7 -ies7 cales o stctes

    ao5e o elo- on. Neos neon se5ices e..7 pipes7 cales7 cts

    etc. e;ist an a6 e encontee. The se5ices sho-n on the %a-ins ae

    po5ie onl6 as a ie to the eneal location of a

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    The Contacto shall not pocee -ith the eolition of a ilin o stcte -ithot

    the EnineeBs -itten appo5al.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 10 00 SITE CLEARING Cont/'

    Gene!$% Cont/'

    %eolition shall e caie ot in sch a anne as to case as little incon5enience

    as possile to the o-nes o the plic an the Contacto -ill e hel esponsile fo

    an6 clais -hich a6 aise fo the isea of this clase.

    All ateials aisin fo eolition an cleaance an eclae 6 the Eninee as

    sefl shall e the popet6 of the Eplo6e. The6 shall e caefll6 stoc/pile 9in

    sepaate stac/s as pe each cateo6 at places esinate 6 the Eninee -ithin

    the Site. An6 spls ateial theeof7 afte ese on the -o/s7 -hen so oee 6

    the Eninee7 shall e eo5e fo the Site7 tanspote to the place o places

    appo5e 6 the Eninee an stoc/pile caefll6 fo -hich the Contacto -ill e

    pai fo sepaatel6.

    All ateials aisin fo eolition an cleaance an eclae 6 the Eninee as

    nsitale fo ese shall ecoe the popet6 of the Contacto an he shall e

    esponsile fo its isposal.

    %isposal 6 nin at site is pohiite. Rathe7 ateials shol e ispose of at

    license lanfill sites in accoance -ith en5ionental eieents. The Contacto

    shall otain -itten peission of the lanfill site o-ne fo the se of the isposal

    aea an ea an6 cost in5ol5e.

    The Contacto shall /eep the appoach oas7 the -o/s an all places occpie 6

    hi clea of efse an ish that a6 acclate fo his opeations an shall

    aintain sch places in neat conition. $hen a local incon5enience is case 6

    st7 the Contacto shall appl6 -ate in sch a -a6 to alle5iate this conition. The

    steps ta/en shall e appo5e 6 the Eninee

    No eis o othe ateial eie to e ispose of shall e pe o place

    -ithin the liits o an6 e;istin po

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    All spls ateials7 eath7 san7 ish an stone shall e eo5e fo -ithin the

    liit of the -o/s as the -o/s poess e;cept sch ateials that ae etaine 6

    oe of the Eninee. %in the e;ection of the -o/s the Contacto shall /eep

    the site clean. The Contacto st eo5e fo the site all stains an efaceents

    case 6 his opeations.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 10 00 SITE CLEARING Cont/'

    3. De&o%ition $n' C%e$!in( B)i%'in( $n' St!)ct)!e

    %eolition -o/ shall e caie ot -ithot aae to pats of the stcte o

    a

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    eolishe popet6 in these -o/s. This cost is to e one 6 the Contacto.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 10 00 SITE CLEARING Cont/'

    De&o%ition $n' C%e$!in( B)i%'in( $n' St!)ct)!e Cont/'

    )neon stctes an chaes shall e eolishe to the le5el of e;ca5ation

    o to the epths sho-n in the a-ins an as esinate 6 the Eninee. The6

    shall e popel6 cleane ot an -hee5e thee ae to e aanone shall e fille

    -ith sitale e;ca5ate ateial in la6es of not oe than 1!0 9copacte

    thic/ness an7 o as iecte 6 the Eninee. All spls soil an e;ca5ate

    ateials nless othe-ise oee 6 the Eninee7 shall e spea o5e the on

    an sectione neatl6 to the lines an aes esinate 6 the Eninee.

    *. C%e$!in( B)+

    >shes7 neo-th7 hees7 tee stps less than 1!0 in ith an sall tees

    the tn/s of that ae p to 1!0 ith at 1.! ete ao5e on le5el shall e

    classifie as liht sh fo the pposes of this Section. >shes7 neo-th7

    hees7 tee stps oe than 1!0 an p to 300 in ith an sall tees7

    the tn/s of -hich ae oe than 1!0 an p to 300 in ith at oe than 1.!

    etes an p to 3 etes ao5e on le5el7 ae classifie as hea56 sh fo

    pposes of this section.

    The aea of the sh to e cleae shall e as sho-n in the %a-ins o as

    esinate 6 the Eninee.

    The aea of sh to e cleae shall e scplosl6 poote an the ateial aisin

    theeof shall e the popet6 of the Contacto an ispose of 6 hi 7 as appo5e6 the Eninee7 at his o-n e;pense.

    ,. C%e$!in( T!ee

    $hee sho-n in the a-ins o esinate 6 the Eninee7 all tees shall e

    poote an ct o-n as nea to the on le5el as possile. All felle tie

    esinate 6 the Eninee as sefl shall e the popet6 of the Eplo6e. Sch

    tie shall e ct in e5en one ete inceents et-een 2 etes to 14 etes in

    lenth an stac/e in oel6 fashion at places -ithin the site as inicate 6 the

    Eninee. If the Eninee so esies7 the spls sefl felle tie shall e

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    tanspote ot of the site an caefll6 eposite an stac/e in an oel6 fashion at

    places esinate 6 the Eninee7 fo -hich the Contacto -ill e pai fo

    sepaatel6.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 10 00 SITE CLEARING Cont/'

    C%e$!in( T!ee Cont/'

    All felle tie an othe ateial esinate 6 the Eninee as not sitale fo se

    shall e the popet6 of the Contacto to e ispose of7 as appo5e 6 the

    Eninee7 at his o-n e;pense.

    Stps an tee oots left afte fellin the tees shall e e p scplosl6. The

    ateial aisin theeof shall e the popet6 of the Contacto an shall e eo5e7

    as appo5e 6 the Eninee7 off of the site at his e;pense. (oles left 6 the stps

    an oots shall e fille -ith sitale e;ca5ate ateial an copacte in la6es of

    not oe than 1!0 9copacte thic/ness an copacte in copliance -ith

    Section 2047 Stctal E;ca5ation.

    -. C%e$!in( $n' G!)in(

    The -o/ to e pefoe ne cleain an in consists of in7 cttin

    an eo5al of all ass7 5eetation7 oanic so7 top soil7 oanic eath7 oots an

    othe o

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    lines esinate 6 the Eninee an sectione neatl6 an the site left clean.

    2 END O SECTION 2

    DIVISION NUMBER: 31 00 00 EARTHWORKS

    Section: 31 #- 1- GENERAL E4CAVATION

    1. Dec!i"tion

    #. De5inition

    3. E6c$7$tion

    *. B%$tin( o5 Roc8

    ,. E6c$7$te' M$te!i$%

    -. Me$)!e&ent $n' 9$&ent

    1. Dec!i"tion

    eneal E;ca5ation shall copise e;ca5ation7 ain an foation of sie slopes7

    in all soils inclin oc/ an e;istin oa-a6 ateial as efine elo-7 an

    epositin in stoc/piles fo se -ithin the -o/s o isposal7 as appo5e 6 the

    Eninee7 to license lanfill off site.

    It shall not incle e;ca5ation fo stctes7 o; cl5ets an an6 othe e;ca5ation

    that can e classifie as stctal e;ca5ation. It shall incle fo e;ca5ation in i5e

    channels an the li/e7 otsie of the liits of stctes.

    It shall not incle fo e;ca5ation fo aion -alls7 pipe cl5ets7 o; ains7 an the

    li/e -hich shall e incle in the pa6 ites fo these -o/ ites.

    #. De5inition

    %efinition an classification of Eath-o/s ateials ae as follo-s:

    i. Top SoilB shall ean the top la6e of soil that can sppot 5eetation.

    ii. Sitale ateialB shall copise all that -hich is acceptale in accoance -ith the

    Contact fo se in the $o/s.

    iii. )nsitale ateialB shall ean othe than sitale ateial an shall copise:

    ateial fo s-aps7 ashes an os8

    peat los7 stps an peishale ateials8

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    ateial ssceptile of spontaneos costion8

    cla6 of lii liit 9"" e;ceein *0 anDo plasticit6 ine; 9&I e;ceein #!8

    ateials ha5in a oiste content eate than the a;i peitte fo

    sch ateials in the Contact.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 #- 1- GENERAL E4CAVATION Cont/'

    De5inition Cont/'

    i5. Roc/B shall ean those eoloical stata o eposits -hich eie the se of

    lastin technies fo thei eo5al7 t e;clin ini5ial asses ha5in

    5oles of less than 0.2 cic ete. The citeia to e se to estalish the nee

    fo lastin shall e that a Catepilla 32! e;ca5ato o siila in oo -o/in

    conition -ith a oc/ c/et cannot e;ca5ate sch ateial -hen encontee one

    ete elo- on le5el.

    5. E;istin oa-a6 ateialF incles all ateials containe in the oa-a6.

    Classification ne BE;istin oa-a6 ateialF shall e 6 ecision of the Eninee.

    5i. Ri5e ChannelF e;ca5ation shall ean the e;ca5ation of ateial fo the sies7 p

    to the le5el of the top of the an/ foin the channel7 an otto of channels that

    contain a constant flo- of -ate thohot the 6ea7

    5ii. The Contacto shall e at liet6 to se an6 etho he -ishes to se fo

    e;ca5atin an6 class of ateial7 s

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    (e shall not at an6 tie se an6 plant7 -hich aaes o eces the natal stenth

    of the soil eithe in its in=sit state o in hanlin an placin o in its final

    copacte state.

    The Contacto is eie to e;ca5ate to le5els7 aes an slopes as escie in

    the Contact an the finishe ct sfaces shall e achine esse an left -ith

    e5en sfaces.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 #- 1- GENERAL E4CAVATION Cont/'

    E6c$7$tion Cont/'

    $hee an6 ateial elo- foation le5el in cttins o elo- the natal on le5el

    ne ean/ents is eie to e e;ca5ate7 it shall e eo5e to sch epth

    an o5e sch aeas as ae escie in the Contact o as iecte 6 the Eninee

    an shall e pai fo as nsitale ateial.

    E;ca5ation opeations shall e concte so that ateial e6on slope liits is

    niste.

    Natall6 occin nstale sae ateial shall e nect elo- noal

    sae ele5ation -hen so inicate on the %a-ins o as iecte 6 the

    Eninee. It shall e eplace -ith appo5e ateial at the cost of Eplo6e. If7 in

    the EnineeBs opinion7 fi sae has ecoe nstale ecase of the

    ContactoBs poo pactices e.. faile 6 nelect to /eep ct fee of -ate7 the

    Contacto shall7 at his o-n e;pense7 6 epai o eplaceent7 po5ie a sae

    satisfacto6 to the Eninee.

    Constction plant shall not se the sface of the otto of a cttin o e;ca5ation at

    a le5el less than 300 ao5e foationDsae le5el. An6 aae aisin fo

    sch se of the sface shall e ae oo 6 the Contacto at his o-n e;pense

    -ith appo5e ateial. $hee the e;ca5ation ase -ill fo the sae an is an

    e;pansi5e cla6 the 300 la6e -ill e etaine in place ntil sch tie as the

    Contacto is ea6 to place the cappin la6e.

    E;ca5ations aeas shall e aintaine fee of all -ate at all ties in

    constction. The Contacto shall aane fo the api ispesal of -ate off the

    eath-o/s o coplete foation in constction7 an fo the isposal of -ate

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    -hich entes the e;ca5ation fo an6 soce7 an -hen pacticale the -ate shall e

    ischae into the peanent otfall fo the ainae s6ste. Aeate eases

    shall e ta/en to pe5ent the polltion of e;istin -atecoses.

    The Contacto shall po5ie -hee necessa6 tepoa6 -atecoses7 itches7

    ains7 ppin o othe eans of aintainin the eath-o/s fee fo -ate. Sch

    po5ision shall incle ca6in ot the -o/s in sch a anne that thei sfaces

    ha5e at all ties a sfficient ini coss fall an -hee pacticale a sfficient

    lonitinal aient to enale the to she -ate an pe5ent ponin.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 #- 1- GENERAL E4CAVATION Cont/'

    E6c$7$tion Cont/'

    The Contacto shall constct all sch itches so as to a5oi eoin a

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    neon pipin7 conit o cales o an6 othe ssface lines o stctes that

    a6 e encontee an fo an6 aae case to sae 6 his opeations.

    *. B%$tin( o5 Roc8

    $hen the se of e;plosi5es is necessa6 fo lastin of oc/ fo the e;ection of the

    -o/7 the Contacto shall e;ecise the tost cae not to enane life o popet67

    inclin the $o/s.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 #- 1- GENERAL E4CAVATION Cont/'

    B%$tin( o5 Roc8 Cont/'

    The Contacto shall e esponsile fo all the aae esltin fo the stoae7

    hanlin an se of e;plosi5es an shall confo -ith the appopiate la-s an

    elations elatin to the hanlin7 tanspotation7 stoae an se of e;plosi5es.

    The Contacto shall at all ties a/e fll aaneent -ith an info -ell in

    a5ance an otain sch peission as is eie fo all o5enent athoities7

    plic oies an pi5ate paties -hatsoe5e concene o affecte o li/el6 to e

    concene o affecte 6 lastin opeations

    The -itten consent of the Eninee shall e otaine on each occasion the

    Contacto -ishes to se e;plosi5es.

    The Contacto shall po5ie to the Eninee pio to neta/in an6 lastin

    opeation copies of the lastin licences of his pesonnel esponsile fo the lastin

    toethe -ith an6 othe leal athoit6 necessa6 to neta/e lastin. The

    Contacto shall not se o in on to the site an6 e;plosi5es of an6 /in -ithot the

    pio consent of the Eninee in -itin. &eission to se e;plosi5es i5en in

    accoance -ith this Clase shall not asol5e the Contacto fo an6 liailit6 inespect of aae to plic o pi5ate popet6.

    The Contacto shall stoe e;plosi5es in anne in copliance -ith all la-s an

    oinances in a license stoe o aa@ine po5ie -ith a sepaate copatent fo

    etonatos7 appo5e 6 the Eninee.

    E;plosi5es shall e hanle onl6 6 centl6 license shot fies. The Contacto

    shall ense that thee is no nathoise isse o ipope se of e;plosi5es ohton the Site an shall aintain a stict chec/ on antities isse an conse. The

    eieents of the E;plosi5es7 +actoies7 (ealth an Safet6 Acts an the

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    eieents of the "ocal Athoit6 shall e stictl6 coplie -ith.

    An6 e;plosi5e to e se on the Site shall e eo5e fo the aa@ine

    ieiatel6 efoe it is eie an an6 nse e;plosi5e shall e etne to the

    aa@ine efoe a/ the sae a6. All e;plosi5es shall e ae 6 no less than

    t-o ae as fo the tie it lea5es the aa@ine to the tie it is fie o is

    etne to the aa@ine.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 #- 1- GENERAL E4CAVATION Cont/'

    B%$tin( o5 Roc8 Cont/'

    The Contacto shall notif6 each popet6 o-ne an plic tilit6 copan6 ha5in

    stctes o facilities in po;iit6 to the site of the -o/ of his intention to se

    e;plosi5es. Sch notice shall e i5en sfficientl6 in a5ance to enale the to ta/e

    sch steps as the6 ee necessa6 to potect thei popet6 fo in

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    iect pa6ent -ill e ae theefoe.

    ,. E6c$7$te' M$te!i$%

    All sitale ateials aisin fo an6 e;ca5ation shall e 5este in the Eplo6e ntil

    sch tie as it is efine as spls to the Eplo6eFs eieents. )ntil sch

    ateial is so efine the Contacto shall eain esponsile fo the safe /eepin of

    the ateial an shol sch ateial e lost to the -o/s it shall e eplace 6 the

    Contacto at his e;pense.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 #- 1- GENERAL E4CAVATION Cont/'

    E6c$7$te' M$te!i$% Cont/'

    All the e;ca5ate ateials shall e eposite o stoc/pile -ithin o a

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    $ Me$)!e&ent

    The antit6 of E;ca5ation to e pai fo ne this Section shall e the ne of

    cic etes e;ca5ate an eposite an stoc/pile -ithin the site o as iecte

    an accepte 6 the Eninee. The ateial shall e ease in its oiinal position.

    The pa6ent liits of the e;ca5ation shall not e;cee those sho-n on the %a-ins.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 #- 1- GENERAL E4CAVATION Cont/'

    Me$)!e&ent $n' 9$&ent Cont/'

    The antit6 of E;ca5ation of Roc/B to e pai fo ne this Section shall e the

    ne of cic etes e;ca5ate an stoc/pile -ithin the site o as iecte an

    accepte 6 the Eninee. Measeents of oc/ to e e;ca5ate shall e ecoe

    6 the Eninee in its oiinal position efoe coenceent of actal e;ca5ation

    an aee pon 6 the Contacto. Afte copletion of actal e;ca5ation an elate

    opeations to the satisfaction of the Eninee7 cetificate of e;ca5ation shall e

    ecoe 6 the Eninee aainst sch of the pe=easeents of oc/ as has een

    e;ca5ate an eo5e 6 the Contacto an the antities theeof -ill e pai fo.

    The antit6 of spls sitale ateial oee to e tanspote off the site to

    license lanfill sites o othe appo5e locations to e pai fo ne this Section

    shall e the ne of cic etes acceptal6 tanspote an stoc/pile caefll6 at

    the othe en. &e=easeents -ill e ta/en at site of the stoc/pile of sch spls

    ateials oee 6 the Eninee an aee pon 6 the Contacto7 -ho -ill then

    e peitte to tanspot it off site. Afte the ateial is tanspote to the esinate

    places an stoc/pile caefll6 at the othe en7 to the satisfaction of the Eninee7

    cetificate of sch tanspotation shall e ecoe 6 the Eninee aainst sch of

    the pe=easeents of spls ateial as has een actall6 cleae fo the Site7

    tanspote to esinate places an stoc/pile at the othe en7 to the satisfaction of

    the Eninee an the antities theeof shall e pai fo.

    9$&ent

    &a6ent fo -o/ one ne this Section shall e ae at the pices tenee fo

    the ites as the6 appea in the >ills of ?antities.

    &a6ent fo the e;ca5ation of )it$%eateial shall incle fll copensation fo

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    fnishin all lao7 ateial7 plant an eipent necessa6 to coplete the

    e;ca5ation7 epositin an stoc/pilin of ateial at appo5e locations. This ate

    oes not incle the cost of eo5al of spls sitale ateials fo the site7 fo

    -hich a sepaate pa6ent -ill e ae.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 #- 1- GENERAL E4CAVATION Cont/'

    Me$)!e&ent $n' 9$&ent Cont/'

    &a6ent fo the e;ca5ation of )n)it$%e o )!"%) ateial shall incle fll

    copensation fo fnishin all lao7 ateial7 plant an eipent necessa6 to

    coplete the e;ca5ation7 ole hanlin7 loain7 tanspot an isposal of ateial

    at license lanfill sites.

    &a6ent fo the e;ca5ation of !oc8shall incle fll copensation fo fnishin all

    lao7 ateial7 plant an eipent necessa6 to coplete the e;ca5ation7

    epositin an stoc/pilin of ateial at appo5e locations. This ate oes not

    incle the cost of eo5al of spls oc/ fo the site7 fo -hich a sepaate

    pa6ent -ill e ae.

    The isposal off site of spls sitale ateial7 an oc/ shall e at license lanfill

    sites.

    The ates fo eneal e;ca5ation o not incle the cost of Cleain an in

    9300 eep7 an opeation ieiatel6 pecein the eneal e;ca5ation7 fo -hich

    pa6ent -ill e ae sepaatel6 ne Section 31 10 00 J Site Cleain.

    2 END O SECTION 2

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    DIVISION NUMBER: 31 00 00 EARTHWORKS

    Section: 31 #3 1- E4CAVATION

    1. Dec!i"tion

    #. Uti%i$tion o5 E6c$7$te' M$te!i$%

    3. M$te!i$% 5o! St!)ct)!$% B$c85i%% $n' o)n'$tion i%%

    *. Cont!)ction Re;)i!e&ent

    ,. Me$)!e&ent $n' 9$&ent

    1. Dec!i"tion

    $o/ ne this section shall incle the eath-o/s eneall6 eie fo

    constction of stctes an othe -o/s in accoance -ith the &lans o as iecte

    6 the Eninee.

    Stctal eath-o/ shall incle7 in aition to the necessa6 e;ca5ation7 ac/fillin

    opeations to the oiinal on ele5ation sin the e;ca5ate o ipote ateial

    as iecte 6 the Eninee.

    )nsitale e;ca5ate ateial shall e ispose onl6 in a location appo5e 6 the

    Eninee an in a anne that -ill not contite to the polltion of the sonin

    aea7 stea o channel.

    This -o/ shall also incle the constction of all cis7 coffeas7 i/es7 es o

    othe e5ices necessa6 fo the -o/7 the potection7 e-atein an aintenance of

    the e;ca5ate eion.

    No istinction shall e a-n et-een -et an 6 e;ca5ation7 the pices ein the

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    sae fo oth.

    Cleain an in shall e consiee an inciental pat of eath-o/s fo

    stctes e;ca5ation an shall e inclsi5e -ith the 5aios pa6 ites ne this

    Section.

    #. Uti%i$tion o5 E6c$7$te' M$te!i$%

    E;ca5ate ateial an ateial eco5ee fo tepoa6 -o/s shall7 if sitale7 e

    stoc/pile fo se as fill o ac/fill. Mateial nsitale fo se as ac/fill o in e;cess

    of the eie antit67 o oc/ shall e spoile o tilise as iecte 6 the

    Eninee.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 #3 1- E4CAVATION Cont/'

    3. M$te!i$% 5o! St!)ct)!$% B$c85i%% $n' o)n'$tion i%%

    Se%ecte' St!)ct)!$% B$c85i%%

    Selecte Stctal >ac/fill shall e a ateial 6ielin a ini C>R 5ale of 10K

    an shall ha5e an anle of intenal fiction of not less than 33.3 eees.

    Se%ecte' G!$n)%$! M$te!i$% St!)ct)!$% B$c85i%%

    Select anla ateial to stctes7 inclin aions7 shall consist of stone7 san7

    a5el o othe acceptale anla ateial7 all of -hich passes the '! sie5e7

    -ith not oe than 40K 6

    -eiht passes the 0.42! sie5e an not oe than ten pecent 6 -eiht passes

    the 0.0'! sie5e. In aition7 the "ii liit L 2'8 &lasticit6 Ine; L !8 an the

    Califonia >eain Ratio 9C>R 20

    o)n'$tion i%%

    Mateial to e se fo fill ne fonations shall e of at least the follo-in:

    The ateial se shall 6iel a ini 4=a6 soa/e C>R of 30K -hen copacte

    to *!K of the a;i 6 ensit6 at opti oiste content of that ateial as

    eteine fo the Moifie &octo Test.

    The aation -ill e eteine in accoance -ith AAS(TO T11 an T 2' an the

    ateial shall confo to the follo-in:

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    Sie7e Dei(n$tion 9e!cent 9$in(St$n'$!' A%te!n$te

    '! 3 100 "ii "iit L4!K3'.! 1.! '0 J 100 &lasticit6 Ine; L12K

    1* 0.2! !0 = G! "inea Shin/ae L#K

    4.'! No. 4 30 = #00.0'! No. 200 0= 12

    >ase on faction passin 4.'! .

    In aition to copliance -ith the ain eieents7 the ateial shall not e

    ap=ae7 no shall the c5e of istition of those paticles si@e salle than

    %#0 e5iate 6 oe than P3K on an6 specifie sie5e fo l6in paallel -ith the

    ain en5elope7 -e %#0 is the sie5e si@e thoh -hich #0K 6 -eiht of the

    ateial passes.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 #3 1- E4CAVATION Cont/'

    M$te!i$% 5o! St!)ct)!$% B$c85i%% $n' o)n'$tion i%% Cont/'

    The Coase aeate shall ha5e a pecentae of -ea7 as eteine 6 the "os

    Aneles Aasion Test 9AAS(TO T *#7 of not oe than !0.

    The ateial shall ha5e a ten pecent fines 5ale of !0 /N o oe -hen teste in

    copliance -ith >S G12: &at 111. The saple shall e in a soa/e conition at the

    tie of testin.

    The aeate shall ha5e a sonness 5ale eate than #! -hen teste in

    copliance -ith >S G12: &at 121.

    *. Cont!)ction Re;)i!e&ent

    Acce $n' D!$in$(e

    The Contacto shall effect all necessa6 sheetin7 acin7 cis7 coffeas7 atificial

    islans an pilin platfos etc. in oe to ca6 ot the -o/s. These an an6

    tepoa6 ainae -o/s shall e eo5e on copletion of the peanent -o/s.

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    Special cae shall e e;ecise to /eep the Site of all e;ca5ation fee fo -ate. The

    Contacto shall e esponsile fo the cae an potection of an6 neon pipin7

    conit o cale7 o an6 othe s=sface lines o stctes that a6 e

    encontee7 an fo an6 aae case to sae 6 his opeations. No aitional

    pa6ent -ill e ae fo tepoa6 -o/s.

    E6c$7$tion

    Tenches an pits fo stctes o stcte fonations shall e e;ca5ate to the

    lines7 aes an ele5ations sho-n on the %a-ins. The6 shall e of sfficient si@e

    to peit the placin of stctes o stcte fonations to the fll lenth an -ith

    sho-n. >oles7 los7 an othe o

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    lastin technies. &neatic tools of aeate po-e a6 e se as eee

    necessa6 an as appo5e 6 the Eninee.

    All oc/ o othe ha fonation ateial shall e cleane of all loose ateial an ct

    to a fi sface7 eithe le5el7 steppe o seate7 as sho-n on the %a-ins oiecte 6 the Eninee. All seas an ce5ices shall e cleane ot an ote

    -ith an appo5e ot. All loose an isinteate oc/ an thin stata shall e

    eo5e. $hen the footin is to est on ateial othe than oc/7 e;ca5ation to final

    ae shall not e ae ntil

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    laoato6 estalishes that the concete o ason6 has attaine sfficient stenth to

    -ithstan an6 pesse ceate 6 the ethos se in placin of the ateials

    -ithot aae o stain e6on its safe facto.

    >ac/fill o ean/ent to the sie-alls of o; cl5ets shall e caie p

    siltaneosl6 on oth sie of the cl5e an to associate sie-alls o atents.

    ,. Me$)!e&ent $n' 9$&ent

    Me$)!e&ent

    The antit6 of E;ca5ation to e pai fo ne this Section shall e the ne of

    cic etes e;ca5ate an eposite an stoc/pile -ithin the site o as iecte

    an accepte 6 the Eninee. The ateial shall e ease in its oiinal position.

    The pa6ent liits of the e;ca5ation shall not e;cee those sho-n on the %a-ins

    o in thei asence e liite to a 5ole efine 6 5etical planes #00 e6on

    the hoi@ontal liits of the fonation an the nesie of the fonation7 pls an

    allo-ance fo an6 linin la6e.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 #3 1- E4CAVATION Cont/'

    Me$)!e&ent $n' 9$&ent Cont/'

    Oiinal on coss=sections7 pio to the coenceent of the nclassifie

    e;ca5ation7 shall e ta/en 6 the Eninee an aee pon 6 the Contacto.

    Secona6 coss=sections -ill e ta/en sseent to actal e;ca5ation. The

    antities shall e copte7 sin the oiinal an secona6 coss=sections7 6 the

    a5eae en aea etho7 o othe sch etho as appo5e 6 the Eninee.

    The antit6 of E;ca5ation in Roc/B to e pai fo ne this Section shall e the

    ne of cic etes e;ca5ate an stoc/pile -ithin the site o as iecte an

    accepte 6 the Eninee. Measeents of oc/ to e e;ca5ate shall e ecoe

    6 the Eninee in its oiinal position efoe coenceent of actal e;ca5ation

    an aee pon 6 the Contacto. Afte copletion of actal e;ca5ation an elate

    opeations to the satisfaction of the Eninee7 cetificate of e;ca5ation shall e

    ecoe 6 the Eninee aainst sch of the pe=easeents of oc/ as has een

    e;ca5ate an eo5e 6 the Contacto an the antities theeof -ill e pai fo.

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    The antit6 of nsitale o spls sitale ateial oee to e tanspote off

    the site to license lanfill sites o othe appo5e locations to e pai fo ne this

    Section shall e the ne of cic etes acceptal6 tanspote an stoc/pile

    caefll6 at the othe en. &e=easeents -ill e ta/en at site of the stoc/pile of

    sch spls ateials oee 6 the Eninee an aee pon 6 the Contacto7

    -ho -ill then e peitte to tanspot it off site. Afte the ateial is tanspote to

    the esinate places an stoc/pile caefll6 at the othe en7 to the satisfaction of

    the Eninee7 cetificate of sch tanspotation shall e ecoe 6 the Eninee

    aainst sch of the pe=easeents of spls ateial as has een actall6

    cleae fo the Site7 tanspote to esinate places an stoc/pile at the othe

    en7 to the satisfaction of the Eninee an the antities theeof shall e pai fo.

    The antit6 of >ac/fill an +onation fill to e pai fo ne this Section shall e

    the ne of cic ete of ac/fill o fill installe in accoance -ith the

    eieents of the a-ins an specifications an to the neat iensions sho-n on

    the a-ins.

    DIVISION NUMBER: 31 00 00 EARTHWORKS Cont/'

    Section: 31 #3 1- E4CAVATION Cont/'

    Me$)!e&ent $n' 9$&ent Cont/'

    The nit of easeent fo Access an %ainae shall e a lp s. The tenee

    s shall incle fll copensation fo po5ision of all tepoa6 -o/s an eases

    eie to allo- aeate access to an ainae of the tepoa6 -o/s an

    copliance -ith the ele5ant section of this specification.

    &a6ent fo the e;ca5ation of ateial shall incle fll copensation fo fnishin

    all lao7 ateial7 plant an eipent necessa6 to coplete the e;ca5ation

    inclin fo in an cleain as Section 31 10 007 ealin -ith -ate flo- an

    sppotin the e;ca5ation7 an epositin an stoc/pilin of ateial at appo5e

    locations. This ate oes not incle the cost of eo5al of nsitale o spls

    sitale ateials fo the site7 fo -hich a iffeent pa6ent -ill e ae.

    &a6ent fo the isposal of )n)it$%e o )!"%) ateial shall incle fll

    copensation fo fnishin all lao7 ateial7 plant an eipent necessa6 to

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    coplete the e;ca5ation7 loain7 tanspot an isposal of ateial at license lanfill

    sites.

    &a6ent fo the e;ca5ation of !oc8shall incle fll copensation fo fnishin all

    lao7 ateial7 plant an eipent necessa6 to coplete the e;ca5ation7

    epositin an stoc/pilin of ateial at appo5e locations. This ate oes not

    incle the cost of eo5al of spls oc/ fo the site7 fo -hich a sepaate

    pa6ent -ill e ae.

    &a6ent fo the e;ca5ation of fo B$c85i%% $n' o)n'$tion 5i%% shall incle fll

    copensation fo fnishin all lao7 ateial7 plant an eipent necessa6 to

    coplete the sppl6 an placin of the ateial inclin fo sppotin the

    e;ca5ation7 ole hanlin7 -o/in in confine locations7 sall antities7 -o/in

    aon pipes an the li/e as -ell as fo ealin -ith -ate flo-.

    The tenee ate shall incle fll copensation fo poceent7 tanspot7 placin7

    copactin7 i;in7 an testin the ac/fill.

    The ates fo stctal e;ca5ation incle the cost of Cleain an in 9300

    eep as Section 31 10 007 an opeation ieiatel6 pecein the e;ca5ation.

    2 END O SECTION 2

    DIVISION NUMBER: 03 00 00 CONCRETE

    Section: 03 10 00 CONCRETE ORMING AND ACCESSORIES

    1. Dec!i"tion

    #. M$te!i$%

    3. Mi6e

    *. o!&

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    13. W$te!to":

    1*. Ine!t $n' Ot+e! E&e''e' Ite&:

    1,. 9!e"$!$tion Be5o!e 9%$cin( Conc!ete

    1-. Con7ein(

    1=. 9%$cin( Conc!ete

    1>. Cono%i'$tion:

    1?. 9!otection

    #0. Bon'in(

    #1. ini+in( Conc!ete S)!5$ce

    ##. Conc!ete C)!in( $n' 9!otection

    #3. De5ecti7e Conc!ete

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    an eo5in fo -o/8 constctin e;pansion an contaction . Aeates fo concete

    C. $ate fo concete

    %. Ai;tes fo concete

    E. Cin ateials fo concete

    +. Concete otin ateials

    . Epo;6 copons

    (. E;pansion

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    ii. >lenin of -hite an e6 &otlan ceent to poce coloe ota to

    atch sonin concete shall e eteine 6 tials.

    iii. )p to one pecent 6 -eiht of catal6tic aents fo inceasin on an

    eceasin -ate eieents a6 e se7 s

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    o nippes8 fo een concete7 nippes shall e se. All fittins fo etal ties

    shall e of sch esin that pon thei eo5al7 the ca5ities that ae left -ill e of

    the sallest possile si@e. The ca5ities shall e fille -ith ceent ota an the

    sface left son sooth e5en an nifo in colo.

    e. H=oo5es an ip notch fos shall e foe fo 5anishe le stips o

    eall6 ii non=stainin plastic7 20 on each le.

    f. Insets shall e foe fo al5ani@e cast steel o al5ani@e -ele steel7

    coplete -ith anchos to concete an fittins sch as olts7 -ees an staps.

    . Release aent fo steel fos shall e an appo5e ateial that -ill not colo7

    stain o othe-ise affect the finish of the concete. A natal non=petole ase7

    non=stainin7 non=etain7 non=stin lo- loss elease aent shall e se

    fo -oo fos.

    ,. o!&

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    . &anels in the fos shall e aane in an oel6 fashion7 -ith

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    place fo peios that shall e eteine as heeinafte specifie. $hen fos

    appea to e nsatisfacto6 in an6 -a67 eithe efoe o in the placin of

    concete7 the Eninee shall oe the -o/ stoppe ntil the efects ha5e een

    coecte.

    . +os shall e ae sfficientl6 tiht to pe5ent loss of ota fo the

    concete. Tape shall not e se on inteio face of fos to achie5e -ate

    tihtness7 e;cept at concete faces not e;pose to 5ie-. +o ees shall e

    seale 6 sch eans as as/et ateial o sealant place in the

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    i. +o nao- -alls an colns7 -hee the otto of tail fo is inaccessile7 the

    lo-e fo oas shall e left loose so that the6 a6 e eo5e fo cleanin

    ot e;taneos ateial ieiatel6 efoe placin the concete.

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    $%e

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    Section: 03 10 00 CONCRETE ORMING AND ACCESSORIES

    Cont/'

    10. Re&o7$% St!en(t+:

    A. +o-o/ shall eain in place ntil the concete has attaine the ini

    pecentae of inicate esin copessi5e stenth o fo the peio of tie

    specifie in the follo-in tale:

    St!)ct)!$% Me&e! o!Con'ition

    No!&$%St!en(t+Conc!ete

    Hi(+ St!en(t+ Conc!ete

    Mini&)& Co&"!ei7eSt!en(t+ 5o! o!&

    Re&o7$% o5 !e;)i!e''ei(n t!en(t+

    Cantile5es 12 a6s ' a6s *0K

    O5e 20 feet 9#eteset-een sppots

    12 a6s ' a6s *0K

    Centin ne ies 10 a6s ! a6s G0K

    Stai-a6s 10 a6s ! a6s G0K

    Slas ! a6s 3 a6s 0K

    +ee stanin -alls7

    colns an pies! a6s 3 a6s '0K

    $alls7 pies7 colns7sies of eas7 footins7slas on ae an5etical sfaces.

    24=4G hos 12=24 hos '0K

    C font face fos #=24 hos # hos '0K

    11. Cont!)ction @oint

    a. Constction

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    e place7 shall e cleane of it7 sa-st an all othe loose ateial an

    eis.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 10 00 CONCRETE ORMING AND ACCESSORIES

    Cont/'

    Cont!)ction @oint Cont/'

    Sfaces aainst -hich ne- concete is to e place shall e painte -ith a 1:1

    san: ceent sl6 to the satisfaction of the Eninee ieiatel6 efoe

    placin the ne- concete.

    c. $hen it is necessa6 to a/e a constction

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    $atestops shall e po5ie in the a;i lenths pacticale7 -ith theal

    o sol5ent

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    f. Concete shall not e place ntil the fos an the cleanliness theeof7

    einfoceent7 oiste aies an eee ites ha5e een inspecte an

    appo5e 6 the Eninee.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 10 00 CONCRETE ORMING AND ACCESSORIES

    Cont/'

    1-. Con7ein(

    a. Concete shall e o5e fo the i;e to the place of final eposit as apil6

    as pacticale 6 ethos that -ill pe5ent seeation7 ne 6in e to

    tepeate ise7 o loss of ineients7 an in a anne that -ill aintain the

    eie alit6 of concete.

    . Con5e6in eipent7 of si@e an esin to aintain a continos flo- of

    concete at the eli5e6 en a6 e se if acceptale to the Eninee. The

    Eninee a6 oe iscontinance of thei se if an infeio alit6 of concete

    is poce 6 the se of sch con5e6os7 an institte a satisfacto6 etho of

    hanlin the concete. Con5e6in eipent -ith alini pats7 sch as

    chtes7 hoppes7 o scapes that col coe in contact -ith the concete in

    con5e6in shall not e se.

    c. >elt con5e6os that ae hoi@ontal o at a slope that cases neithe seeation

    no loss a6 e se. >affle oas o othe aaneent at the ischae en

    shall e se to pe5ent seeation. "on ns shall e ischae into a

    hoppe -ithot seeation. Concete shall not ahee to the etn elt.

    . Steel o steel=line chtes that ha5e a slope not e;ceein one 5etical to t-o

    hoi@ontal an not less than one 5etical to thee hoi@ontal a6 e se.

    Chtes oe than # etes lon7 an chtes not satisf6in slope eieents7

    a6 e se if the chtes ischae into a hoppe esine to pe5ent

    seeation7 efoe istition.

    e. Concete shall e place in fos sin tohs7 chtes o pipes -ith the en

    hel not oe than a one ete ao5e the sface of the ae fo o theconcete. Tohs7 chtes o pipes shall ha5e steel hoppe tops -ith sies

    slopin at least 4! eees.

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    f. >otto=ip c/ets to place concete shall e se -hee5e possile.

    >c/ets shall peit aal elease an shall ha5e sies slopin at least 4!

    eees nea ischae.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 10 00 CONCRETE ORMING AND ACCESSORIES

    Cont/'

    1=. 9%$cin( Conc!ete

    a. Concete shall e eposite into the fos as neal6 as possile to its final

    position7 to eliinate seeation of aeates. Hiatos shall not e se fo

    e;tensi5e o5in of the ass of fesh concete.

    . "a6es of concete shall not tape no e -ee shape t shall e ilt -ith

    sae ens an le5el tops. Concete shall e eposite continosl6 o in la6es

    of sch thic/ness that no concete -ill e eposite on concete that has haene

    sfficientl6 to case the foation of seas o planes of -ea/ness -ithin the

    section. If a section cannot e place continosl67 constction

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    . Concete shall e place in hoi@ontal la6es not oe than 300 . thic/ e;cept

    as heeinafte po5ie. $hen less than a coplete la6e is place in one

    opeation7 it shall e teinate at a 5etical l/hea. Each la6e shall e place

    an copacte efoe the pecein atch has ta/en initial set to pe5ent in

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    i. Ieiatel6 follo-in the iscontinance of placin concete7 all acclations of

    ota splashe pon einfoceent steel an the sfaces shall e eo5e.

    %ie ota chips an st shall not e ple into the inset concete. If the

    acclations ae not eo5e pio to the concete ecoin set7 cae shall e

    e;ecise not to in. Cono%i'$tion:

    a. Concete shall e consoliate ntil 5ois ae fille an fee ota appeas on the

    sface. $ith the e;ception of concete place ne -ate7 concete shall e

    consoliate 6 eans of intenal 5iatos nless special athoi@ation is i5en 6

    the Eninee o as po5ie heein.

    . Hiatos shall ha5e a ini feenc6 of !7000 5iations pe inte an

    assi5e heas -ith sfficient aplite to effecti5el6 consoliate concete. The

    intensit6 of 5iation shall e sch as to 5isil6 affect a ass of concete of 2!

    slp o5e a ais of at least 4!0 .

    c. A sfficient ne of 5iatos shall e se so to consoliate the concete -ithin

    1! intes afte epositin in fos. At least one spae 5iato shall e a5ailale

    at the site of each stcte in concete placeent. Hiatos shall not e hel

    aainst the fos o aainst the einfocin steel.

    . The location7 anne7 an the ation of 5iation shall e sch as to sece

    a;i consoliation of the concete -ithot casin seeation of ota an

    coase aeate an -ithot casin -ate o ceent paste to flsh to the

    sface. &aticla cae in this ea shall e e;ecise in placeent of

    concete i;es -ith hih slps. The thic/ness of the la6es shall not e eate

    than can e satisfactoil6 consoliate 6 5iatos. Hiatos shall 5eticall6

    penetate into the pe5ios la6e at ela inte5als.

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    e. Hiatos st not e /ept in one aea lon enoh to ceate a ca5it6. The6 shall

    e plne into concete apil6 so as not to spatte fos o ceate epessions in

    the lift an eo5e slo-l6.

    f. Hiatos shall e aniplate so as to thoohl6 -o/ the concete aon the

    einfoceent7 eee fi;tes an into the cones an anles of the fos.

    The6 shall not e se fo the e;tensi5e o5in of the ass of fesh concete.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 10 00 CONCRETE ORMING AND ACCESSORIESCont/'

    Cono%i'$tion Cont/'

    . Hiatos shall e applie at points nifol6 space an not fathe apat than

    t-ice the ais o5e -hich the 5iation is 5isil6 effecti5e.

    h. Hiation shall e sppleente 6 sch spain as is necessa6 to inse sooth

    sfaces an ense concete alon fo sfaces an in cones an locations

    ipossile to each -ith the 5iatos.

    1?. 9!otection

    A. Aaneents fo coolin an shain concete in a5ance of placeent7

    aeate to aintain the eie tepeate an oiste conitions -ithot

    in. Concete shall ha5e a a;i placin tepeate that -ill not case ifficlt6

    fo loss of slp7 flash set7 o col

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    e place7 shall e cleane of it7 sa-st7 an othe loose ateials. Sfaces

    on -hich concete is to e place shall e oistene ieiatel6 efoe placin

    concete.

    %. $hen ne- concete is sho-n to e

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    3. $hee Class 37 Toole +inish is applicale7 the Contacto shall po5ie a

    sall saple panel7 an shall po5ie se5eal ops of sh haee

    finishes7 in oe to peit the Eninee to select the paticla finish to e

    incopoate in the -o/.

    4. Tops of sie-al/s shall e i5en a Class 4 +loate +inish. >ie concete

    appoach an ec/ slas -hee no othe finish is sho-n shall e i5en a

    Class 4 +loate +inish.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 10 00 CONCRETE ORMING AND ACCESSORIES

    Cont/'

    ini+in( Conc!ete S)!5$ce Cont/'

    B. C%$ 1 O!'in$! S)!5$ce ini+

    1. Ieiatel6 follo-in the eo5al of fos7 all fins an iela po

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    3. The esltin sfaces shall e te an nifo. All epaie sfaces7 the

    appeaance of -hich is not satisfacto6 to the Eninee7 shall e e

    as specifie ne Specification Section !01.21.3.

    C. C%$ # R)e' ini+

    1. Afte eo5al of fos7 the in of concete shall e state as soon as

    its conition -ill peit. Ieiatel6 efoe statin this -o/ the concete

    shall e /ept thoohl6 satate -ith -ate fo a ini peio of thee

    hos. Sfficient tie shall ha5e elapse efoe the -ettin o-n to allo-

    the ota se in the pointin of o holes an efects to thoohl6 set.

    Sfaces to e finishe shall e e -ith a ei coase

    Caon stone7 sin a sall aont of ota on its face. The

    ota shall e copose of ceent an fine san i;e in popotions

    se in the concete ein finishe.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 10 00 CONCRETE ORMING AND ACCESSORIES

    Cont/'

    ini+in( Conc!ete S)!5$ce Cont/'

    Rin shall e contine ntil all fo a/s7 po

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    teste fo teness -ith a staihtee. +o this ppose the contacto

    shall fnish an se an accate 3 ete staihtee s-n fo hanles

    1 ete lone than one half the -ith of the sla.

    The staihtee shall e hel in sccessi5e positions paallel to the

    sface centeline an in contact -ith the sface an the -hole aea one

    o5e fo one sie of the concete to the othe as necessa6.

    A5anceent alon the ec/ shall e in sccessi5e staes of not oe

    than one half the lenth of the staihtee. An6 epessions fon shall

    e ieiatel6 fille -ith feshl6 i;e concete7 stc/ off7 consoliate

    an efinishe. (ih aeas shall e ct o-n an efinishe. The

    staihtee testin an efloatin shall contine ntil the entie sface is

    fon to e fee fo ose5ale epates fo the staihtee an the

    sface has the eie ae an the conto ntil thee ae no e5iations

    of oe than 3 ne the 3 ete staihtee.

    !. +inal +inishin

    $hen the concete has haene sfficientl67 the sface shall e i5en a

    oo finish. The oo shall e of an appo5e t6pe.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 10 00 CONCRETE ORMING AND ACCESSORIES

    Cont/'

    ini+in( Conc!ete S)!5$ce Cont/'

    The sto/es shall e sae acoss the sface7 fo ee to ee -ith

    a

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    . D$%i(+t ini+in(

    )nless appo5e lihtin facilities ae po5ie 6 the contacto7 the placin of

    ec/ concete shall coence at sch tie that -ill peit finishin in

    a6liht hos.

    ##. Conc!ete C)!in( $n' 9!otection

    a. >einnin ieiatel6 afte placeent7 concete shall e potecte fo

    peate 6in7 tepeates ao5e 3G eees C an echanical in

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    lap -ithot a/in. Once lap has een place it shall e thoohl6

    -ette o-n an co5ee -ith 5apo poof sheetin. >oth the lap an

    5apo poof sheetin shall e fnishe in pieces lae enoh to e;ten at

    least 4!0 e6on the ee of the concete. Sheets fo 5apo aie shall

    e lappe a ini of 1!0 . Sheets shall e aeatel6 -eihe to

    pe5ent isplaceent 6 illo-in. The contacto shall e esponsile fo the

    conition of the 5apo poof sheetin at all ties in the cin peio an

    an6 aae pieces shall e patche ieiatel6 to the satisfaction of the

    Eninee. Mateials se fo this cin etho shall e as appo5e 6 the

    Eninee.

    i5. Meane cin copon: cin copon shall e i;e an applie in

    accoance -ith the anfacteBs ecoenations7 e;cept that the ate of

    application shall e at least one lite pe sae etes of e;pose sface to

    e ce. The eane cin copon shall e continos7 fle;ile an

    -ithot efects. It shall etain the eie oiste in the concete.

    f. If in the opinion of the Eninee7 nsatisfacto6 eslts -ill e o ae ein

    achie5e 6 ethos 17 2 o 3 ao5e7 the Eninee a6 instct the se of a

    eane=cin copon7 the cost of -hich shall e one solel6 6 the

    Contacto.

    . &otection fo In

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    finishe concete pio to eeial -o/ ein caie ot. No eeial -o/s

    shall e caie ot -ithot the appo5al of the EnineeFs Repesentati5e.

    . &oos aeas7 open o poos constction

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    ipefections7 hone6cos o stctal efects -ill e peitte -ithot

    ca6in ot eeial -o/7 if an as appo5e 6 the Eninee7 to eo5e sch

    ipefections.

    . In eneal7 pin holes an holes salle than 10 in iaete an not oe

    than 10 eep a6 e left nfille if thei istition is ano7 if the6 o

    not fo nsihtl6 clstes an if the6 ae not st6 o iscoloe.

    e. Ipefect te;te7 laitance7 fins an ohness shall e eo5e 6 in

    affecte aeas -ith concete loc/s o caon stones ntil sooth an

    nifo.(oles 10 to 20 in thei eatest iension7 that ae not oe than

    20 eep7 shall e cleane of loose an stainin ateial an fille -ith

    ot folate to atch the colo of the concete -hen 6. %eepe holes

    shall e epaie onl6 afte the Eninee is satisfie that the6 o not affect

    stctal inteit6.

    If othe efects o not case e

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    Section: 03 10 00 CONCRETE ORMING AND ACCESSORIES

    Cont/'

    A''ition$% 9!o7iion Cont/'

    The sface shall aain e chec/e at the en of the cin peio in the

    sae anne an to the sae toleance.

    Aeas that o not eet the eie sface accac6 shall e cleal6

    a/e ot an the Contacto shall il the p o in the o-n at

    his o-n e;pense as eie 6 the Eninee.

    If the sface is aae in an6 -a6 6 constction opeations7 o if the

    ec/ sho-s sin of istess o scalin pio to the final acceptance of the

    ec/7 it shall e ct ot an eplace 6 the Contacto at his o-n e;pense.

    B. Conc!ete 9%$ce' in ootin( o! e%o< G!o)n' Le7e%

    1. $hee concete can e place in 6 e;ca5ation7 cis7 coffeas an

    fos a6 e oitte7 s

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    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 10 00 CONCRETE ORMING AND ACCESSORIES

    Cont/'

    The entie e;ca5ation shall e fille -ith concete to the eie ele5ation

    of the top of the footin. The 5ole of concete to e pai fo -ill e

    eteine fo the neat line iensions sho-n on the plans.

    #-. Conc!ete To%e!$nce

    a. +o -o/7 concete placeent an -o/anship shall e sch that the

    follo-in concete toleances ae achie5e.

    . Toleance classes:

    Class A: this eies a 4 a;i e5iation alon a 3 etes staihtee

    place an6-hee on the sface.

    Class >: this eies an # a;i e5iation alon a 3 etes

    staihtee place an6-hee on the sface.

    c. "ocations:

    A Class A toleance is eie on the top sfaces of slas7 an sie-al/s.

    A Class > toleance is eie on all othe sfaces.

    . The a;i allo-ale e5iations fo iensions7 ele5ations7 slopes an

    positions shall e as follo-s nless othe-ise inicate7 e;cept that no

    toleance shall e allo-e to e coine -ith anothe toleance at an6 location

    sch that the o5eall esin of the stcte7 eithe stctall6 o 5isil67 is

    ipaie1. +ootins:

    $ith7 epth an lenth: pls *0 8 ins 1! .

    Misplaceent o eccenticit6: 1! .

    Top ele5ation: pls o ins 10 .

    2. Top ele5ation of slas not othe-ise specifie: pls o ins 4 at each

    point. If a slope is inicate: pls o ins 4 in 3 etes.

    3. Top ele5ation of colns7 -alls an pies: as necessa6 to

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    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 10 00 CONCRETE ORMING AND ACCESSORIES

    Cont/'

    4. &l of colns7 pies7 -alls an eain Aeas an Ancho >olts shall e

    constcte -ith iensional toleances as specifie elo-:

    = Ele5ation of top of eain aea: pls 07 ins 1! le5el.

    = A;es of eain aea o5e contios stcte: pls o ins 10

    lonitinall6 an tans5esel6 fo theoetical locations.

    = Clea istance et-een faces of ie sppots: pls o ins 20

    thohot the tans5ese -ith of sppot.

    = Ancho olt location: 30 lonitinall67 20 tans5esel6.

    = Toleances specifie ae -ith espect to asolte theoetical locations

    an not the actal a;es of eain aea.

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    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 10 00 CONCRETE ORMING AND ACCESSORIES

    Cont/'

    #=. S$&"%in( $n' Tetin(

    a. Saplin an Testin shall e in accoance -ith the eieents fo Section

    !00 &otlan Ceent Concete e;cept that the follo-ins specific eieents

    shall ta/e peceence.

    . Coe tests: Coe saples of in=place concete -ill e ae -hen c6line

    cshin stenths ae sch that thee is easonale ot that the specifie

    concete stenths ha5e een attaine in the stcte. Tests -ill e concte

    to eteine stenth an othe chaacteistics of the in=place concete in

    accoance -ith ASTM C427 6 loa testin o anal6sis as specifie in ACI 31G7

    o othe tests as eie. The cost of coe tests ta/en to eteine the

    specifie concete stenth in lie of acceptale c6lines -ill e one 6 the

    Contacto.

    c. $o/anship: Concete -o/ that oes not confo to the specifie

    eieents7 inclin stenth7 colo7 toleances an finishes7 shall e

    coecte o eplace at the contactoFs e;pense.

    #>. S)&itt$%

    Sittals shall confo to eieents of the Eninee.

    a. The naes an esciptions of the follo-in pocts7 ites an accessoies:

    i. Tie os an cones.

    ii. Cicla coln fos.

    iii. +latfo ateial.

    i5. Release aent.

    5. Hiato feenc6 an hea -eiht.

    5i. Concete ateials pe Section 03 30 00.

    . At least 24 hos 9non=-o/in a6s e;cle efoe placin an6 concete the

    contacto shall sit to the Eninee the follo-in:

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    DIVISION NUMBER: 03 00 00 CONCRETE

    Section: 03 #0 00 CONCRETE REINORCING

    1. Dec!i"tion

    #. M$te!i$%

    3. Cont!)ction !e;)i!e&ent

    1. Dec!i"tion

    The -o/ to e pefoe ne this Section consists of fnishin an placin

    einfocin as of the ae7 t6pe an si@e esinate7 in accoance -ith these

    Specifications7 an in confoit6 -ith the locations sho-n on the %a-ins.

    #. M$te!i$%

    >a einfoceent in si@es p to an inclin 32 . shall confo to the

    eieents of ASTM #1! ae #0 fo illet steel aes7 e;cept that the se of

    col t-iste as is foien. Aitionall67 onl6 etic si@e as shall e se in the

    $o/s.

    $ele steel faic 9esh shall confo to the ele5ant AAS(TO specification.

    If pchase in sall lots fo a -aehose7 einfoceent a6 e accepte at the

    iscetion of the Eninee pon cetification that it eets the eieents of the

    Specifications liste ao5e an sa einfoceent fo concete stctes7 e;cept that # 7 -hich a6 e on7

    shall e efoe as.

    T6in -ie fo fi;in of steel einfoceent shall consist of 1.# o 1.2!

    anneale -ie.

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    3. Cont!)ction Re;)i!e&ent

    1. eneal

    The Contacto shall pepae7 thoohl6 chec/7 an sit to the Eninee fo

    appo5al7 a lists7 an a enin iaas as a6 e eie fo the etailin

    an placeent of einfocin steel to all einfoce concete stctes. $eihts of

    steel shall e sho-n fo each stcte.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 #0 00 CONCRETE REINORCING Cont/'

    Cont!)ction Re;)i!e&ent Cont/'

    +o copies of each shall e sitte to the Eninee fo his appo5al. Appo5alof these %a-ins 6 the Eninee shall not elie5e the Contacto of an6 of his

    esponsiilities ne the tes of the Contact.

    2. >enin

    >as shall e col ent to the shapes sho-n on the %a-ins an all ens shall

    e ae accatel6 aon pins of the follo-in si@es:

    >as 2! an ne: ini pin si@e of # ties the a iaete

    >as lae than 2! : ini pin si@e of G ties the a iaete

    Ties: pin si@e o5e 2 ties7 t not eate than 4 ties the a iaete.

    The e;tension of fee ens on hoo/s shall e 4 ties the a iaete7 t not less

    than #0 . >ens fo stips an ties shall ha5e aii on the insie of the a of

    not less than one a iaete.

    3. +i;in

    Reinfoceent shall e place accatel6 in the positions sho-n on the %a-ins

    an hel secel6 in the placin an copactin of concete. The placin an

    fastenin of einfoceent in each section of the -o/ shall e appo5e 6 the

    Eninee efoe an6 concete is eposite in the section.

    All einfoceent shall e fee fo it7 oil7 paint7 ease7 ill scale7 an loose o

    thic/ st efoe ein place.

    Main einfocin as ca6in eteinate stesses shall e splice onl6 -hee

    sho-n on the %a-ins nless appo5al is otaine fo the Eninee in -itin

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    efoe the einfocin steel is oee. Othe einfocin as shall ha5e a ini

    lenth of # etes nless othe-ise specifie in the %a-ins o liite 6 the

    ph6sical iensions of the section ein einfoce. Splices shall e staee as

    fa as possile. $elin of einfocin steel shall not e peitte. )nless

    othe-ise calle fo on the %a-ins7 a ini lap lenth of 40 ties the

    iaete of the as shall e aintaine.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 #0 00 CONCRETE REINORCING Cont/'

    Cont!)ction Re;)i!e&ent Cont/'

    >as shall e tie at all intesections e;cept -hee spacin is less than 300 in

    each iection7 -hen altenate intesections shall e tie. On site -elin of

    einfocin steel shall not e peitte. $hee eie to pe5ent the o5eent

    of the fee ens of as o to po5ie aitional estaint at ens in as

    aitional einfocin as shall e incle 6 the Contacto at his e;pense.

    The ini co5e to as fo all fos an the elati5e position of all as shall

    e aintaine 6 sta6s7 pecast conceteDota loc/s 9of stenth eate than

    the concete in -hich the6 ae to e place7 ties7 hanes o othe appo5e

    sppots. Chais fo sppotin ec/ einfoceent steel shall e eithe of

    al5ani@e steel7 appo5e plastic ateial7 o pecast concete loc/s acceptale

    to the Eninee. The a;i spacin of the chais shall e 1.20 etes.

    The location of the top einfoceent steel 9-ith espect to ec/ sface shall e

    chec/e 6 nnin a fll ec/ -ith teplate alon the lonitinal scees. No

    ain steel shall toch the teplate no e oe than # istant fo it.

    2 END O SECTION 2

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    DIVISION NUMBER: 03 00 00 CONCRETE

    Section: 03 30 00: CAST2IN29LACE CONCRETE

    1. Dec!i"tion

    #. C%$e o5 Conc!ete

    3. Contit)ent M$te!i$% o! Conc!ete $n' Mo!t$!

    *. Anci%%$! M$te!i$% o! Conc!ete

    ,. Conc!ete Mi6 Dei(n

    -. )$%it Cont!o%

    =. Mi6in( E;)i"&ent

    >. Mi6in( $n' De%i7e!

    1. Dec!i"tion

    This Section specifies the eneal eieents fo &otlan ceent concete7

    inclin the selection7 saplin an testin of ateials to e se7 the coposition

    of concete an the i;in7 tanspotin an testin of concete.

    &otlan ceent concete shall e nestoo to ean an intiate i;te of

    &otlan ceent7 fine aeate7 coase aeate an -ate7 -ith ai;tes as

    allo-e o eie7 of the alities heein specifie. It shall e popotione7 i;e

    an tanspote as heein specifie.

    Also specifie ae eieents fo the selection7 testin7 an se of ancilla6

    ateials sch as cin ateials7 concete ots7 epo;6 copons7

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    T6pes &eitte

    1. T6pe I &otlan ceent a6 e se in eneal concete constction -hee

    lo- heat of h6ation is not eie an -hee no slphate action is

    anticipate.

    T6pe II &otlan ceent a6 e se fo eneal concete constction.

    Eithe T6pe I o II a6 e se in the contact nless state iffeentl6 on the

    %a-ins o else-hee in the specifications.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 30 00: CAST2IN29LACE CONCRETE Cont/'

    Contit)ent M$te!i$% o! Conc!ete $n' Mo!t$! Cont/'

    T6pe III ceent a6 e se in all concete po5ie that a etaant

    ai;te is se in concete fo ie ec/s an fo ceent concete

    pa5eent o appoach slas.

    2. T6pe I=& ceent -ill e allo-e as an altenate to T6pe I in all classes of

    concete s

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    These ilins shall e place in locations appo5e 6 the Eninee.

    &o5isions fo stoae shall e aple an the shipents of ceent as ecei5e

    shall e sepaatel6 stoe in sch a anne as to po5ie eas6 access fo the

    ientification an inspection of each shipent. Stoae ilins shall ha5e a

    capacit6 fo the stoae of a sfficient antit6 of ceent to allo- saplin at

    least 12 a6s efoe the ceent is to e se.

    Stoe ceent shall eet the test eieents at an6 tie afte stoae -hen

    a etest is oee 6 the Eninee.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 30 00: CAST2IN29LACE CONCRETE Cont/'

    Contit)ent M$te!i$% o! Conc!ete $n' Mo!t$! Cont/'

    On sall

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    eieents of the esinate test ethos an ae epesentati5e of the

    ain that -ill e se in the concete. The sae test saple a6 e se

    fo sie5e anal6sis an fo eteination of ateial fine than the No. 200

    sie5e. Sepaate si@es fo the sie5e anal6sis a6 e se in pepaation of

    saples fo sonness o aasion tests. +o eteination of all othe tests

    an fo e5alation of potential al/ali eacti5it6 -hee eie7 inepenent

    test saples shall e se.

    4. The fineness ols of an aeate is the s of the pecentaes of a

    saple etaine on each of a specifie seies of sie5es i5ie 6 1007 sin

    the follo-in stana sie5e si@es 9o an acceptale ei5alent:

    No.1007 No. *07 No. 307 No. 1#7 No. G7 No. 47 3DG7 3D47 1 an lae7

    inceasin in the atio of 2 to 1. Sie5in shall e one in accoance -ith

    ASTM Metho C 13#.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 30 00: CAST2IN29LACE CONCRETE Cont/'

    Contit)ent M$te!i$% o! Conc!ete $n' Mo!t$! Cont/'

    !. Sonness

    E;cept as po5ie in paaaphs 2 an 37 aeates s

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    Cae an Stoae of Concete Aeate

    1. Aeates shall e hanle in a anne to pe5ent seeation o lac/ of

    nifoit6 of ain o the intsion of foein ateials. Conin of

    stoc/piles -ill not e peitte.

    2. +ine an coase aeates shall e stoe sepaatel6 so as to pe5ent the

    t-o ateials fo ecoin intei;e. +ine o coase aeates of

    iffeent ain shall7 siilal67 e stoe sepaatel6 fo one anothe. A

    ini of !0 cic etes of fine an coase aeates7 in e;cess of

    the eieents of the ail6 concete opeations7 shall e aintaine in

    stoc/piles at the atchin plants to allo- continit6 of the -o/s -ith teste

    an appo5e aeates. Aeates shall e stoe in an appo5e

    anne at the allocate aea. As aeates ae eo5e fo stoc/piles

    fo atchin7 a lan/et of at least 1 ete of each ateial shall e left on

    the on nless the ateial is stoe on a pope platfo.

    3. Coase aeate stoc/piles shall e aintaine in a continosl6 -et

    conition in atchin opeations7 sch as to asse nifoit6 of

    concete consistenc6.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 30 00: CAST2IN29LACE CONCRETE Cont/'

    Contit)ent M$te!i$% o! Conc!ete $n' Mo!t$! Cont/'

    Coase Aeates

    1. Coase aeate shall consist of cshe stone7 a5el7 o a coination theeof7

    o s

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    The peissile aation of coase aeates shall copl6 -ith the stana

    si@es of pocesse aeate efine in Tale 1 of AAS(TO M43 fo the ele5ant

    si@e ne popose fo the specific i;.

    The ao5e aations epesent the e;tee liits fo the 5aios si@es inicate

    that -ill e se in eteinin the sitailit6 fo se of coase aeate fo all

    soces of sppl6. +o an6 ae fo an6 one soce7 the aation shall e hel

    easonal6 nifo an not s

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    %eleteios Sstances

    All fine aeates shall e easonal6 fee fo lps of cla67 soft o fla/6 paticles7

    salt7 al/ali7 oanic atte7 topsoil o othe e;taneos sstances. The aont of

    eleteios sstances in the fine aeate shall not e;cee the follo-in liits:

    S)t$nce 9e!cent Wei(+t o5 Tot$% S$&"%e M$6i&)&

    Cla6 lps an fiale paticles 3.0

    Mateial fine than No. 200 sie5e8

    Concete s

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    h6o;ie follo-e sfficient to poce a colo lihte than stana -ith the

    -ashe ateial.

    Mota Stenth

    +ine aeate shall e of sch alit6 that -hen ae into a ota an s

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    '. A'&i6t)!e 5o! Conc!ete

    Ai;tes shall not e se in concete -ithot the appo5al of the Eninee7 -ho

    a6 eie that tests e concte efoe the ai;tes a6 e se to po5e

    thei sitailit6.

    Ai;tes7 if thei se is allo-e7 shall copl6 -ith the follo-in eieents:

    i. Ai;tes shall e se onl6 in lii fo an shall e atche in soltion in

    the i;in -ate 6 echanical atche capale of ispensin the ai;te in

    antities accate to -ithin !K of the eie antit6.

    ii. All ai;tes shall copl6 -ith the eieents of ASTM C4*4 o AAS(TO

    M1*4 an shall e of an appo5e an an t6pe.

    iii. Ai entainin aents shall copl6 -ith the eieents of ASTM C2#0 o

    AAS(TO M1!4.

    i5. Ai;tes shall not contain an6 chloies.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 30 00: CAST2IN29LACE CONCRETE Cont/'

    Contit)ent M$te!i$% o! Conc!ete $n' Mo!t$! Cont/'

    Retain Aents:

    In oe to peit the etain of the set an e;ten the finishin tie of concete7 a

    etain aent shall e se -hen specifie on the plans o a6 e se -hen

    peission fo its se is eeste 6 the Contacto in -itin7 an sch appo5al is

    i5en. The etain aent shall e a T6pe > o T6pe % ai;te . The Contacto

    shall sppot his eest -ith a anfacteBs cetifie folation of the popose

    aent an -ith sfficient e5ience that the popose aent has i5en satisfacto6

    eslts on othe siila -o/. &eission to se the aent a6 e -itha-n at an6

    tie -hen nsatisfacto6 eslts ae otaine.

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    $hen ai=entaine concete is specifie7 the ai=entainin aent an the etain

    aent shall e so incopoate that the ai content of the concete shall fall -ithin the

    pecentae ane stiplate in the specifications. $hen ai=entaine concete is not

    specifie7 the concete to -hich the etain aent has een ae shall ha5e an ai

    content no eate than 3K e;cept as ecoene fo ie ec/s.

    No copensation -ill e ae fo fnishin an incopoatin the aent in the i;.

    No aitional copensation -ill e ae fo fnishin7 placin7 finishin7 an cin

    the concete in5ol5e.

    Spe plastici@es

    Spe plastici@es a6 e tili@e fo the ppose of -ateDceent atio ection o

    fo inceasin -o/ailit6 $ith the EnineeFs appo5al. Onl6 spe plastici@es of the

    slphonate elaine foaleh6e o slphonate naphthalene foaleh6e

    conensate t6pes a6 e tili@e.

    The eie entaine ai a6 e ece 6 the Eninee if no loss of ailit6 -ill

    eslt.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 30 00: CAST2IN29LACE CONCRETE Cont/'

    *. Anci%%$! M$te!i$% o! Conc!ete

    The ateials an ancilla6 apptenances to e se fo concete constction ae

    i5en in the follo-in s=clases. eneal po5isions fo the selection7 saplin an

    testin7 hanlin an se of these ateials ae also i5en.

    $. C)!in( M$te!i$%

    The o

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    1. >lap fo cin concete shall consist of t-o la6es -eihin 0.30 to 0.!!

    /iloas each pe sae ete o of fo la6es of 0.1G to 0.21 /iloas

    each. >lap that has een se as a containe fo sa shall not e se.

    >lap that is ein se fo the fist tie shall e thoohl6 -ashe in oe

    to eo5e staches se in si@in.

    2. Hapo poof sheetin shall e toh7 ston7 esilient an capale of

    -ithstanin noal se -ithot pnctin o teain. Sheetin ateial a6

    consist of an6 of the follo-in an confo to the eieents of ASTM C 1'1

    9AAS(TO M l'I.

    $atepoof pape

    &ol6eth6lene fil

    $hite lap=pol6eth6lene sheet

    3. Meane Cin Copon

    Cin copon shall confo to the eieents of ASTM C 30* 9AAS(TO

    M 14G T6pe 1.

    The cin copon shall e eli5ee to the

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    2. Re -atestops shall ha5e a tensile stenth of 1' to 20 MnDs.7 a

    ini elonation at ea/ of 4!0K an a haness 9IR(% of #0 to '0. The6

    shall e capale of accooatin

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    iaete hole in satate sface ie concete shall ha5e a pll=ot stenth of

    44.! /ilone-tons. The ateial shall contain not oe than 0.0!K chloies o !K

    slphates.

    e. E"o6 Co&"o)n'

    1. T6pes of Copons

    Epo;6 esin copons fo application to &otlan ceent concete7

    itinos ceent concete7 etals an othe t6pe sfaces shall e t-o=

    coponent s6stes of the applicale of the follo-in t6pes7 as esinate.

    T6pe A = An epo;6 esin7 fo onin fesh concete to haene concete.

    T6pe > = An epo;6 esin ahesi5e7 fo onin haene concete to

    haene concete.

    T6pe C = An epo;6 esin ahesi5e7 fo onin taffic a/es to haene

    concete an to asphaltic concete.

    T6pe % = A coal=ta7 oifie epo;6 esin fo application as a s/i=esistant o

    potecti5e o5ela6 fo ceent concete.

    2. Appo5al of Copon

    Saples an liteate of epo;6 copons popose fo se shall e

    sitte to the Eninee fo appo5al. No ateial shall e se in the -o/s

    pio to the eceipt of the EnineeBs -itten acceptance.

    3. Mi;in an Application

    T6pes A an > epo;6 copons 9fo onin fesh concete to haene

    concete o onin pecast concete pats shall e i;e7 applie7 an

    ce in accoance -ith the anfacteFs iections7 o as iht e

    iecte othe-ise 6 the Eninee.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 30 00: CAST2IN29LACE CONCRETE Cont/'

    Anci%%$! M$te!i$% o! Conc!ete Cont/'

    Epo;6 copons shall e se onl6 ne conitions7 -hich ae copatile

    -ith the ateial ein applie in accoance -ith the specific iections of the

    anfacte.

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    4. &efoance Tests

    +o Epo;6 >onin Copons

    The pefoance test pon -hich the acceptance o epo;6 onin

    copons is ase is escie elo-. Test Speciens shall e ce at a

    tepeate of 23VC pls o ins 1VC. The epo;6 copons shall e

    teste fo coposite c6line shea 9iaonal shea as specifie elo-.

    The test specien of concete shall e pepae in a '! 6 1!0 ol.

    The fist potion of the test specien a6 e foe 6 sa-in a fll si@e '!

    6 1!0 c6line on a 4! eee slope fo the 5etical i5in a a;i

    heiht of 10G to a ini heiht of 30 o thoh the se of an

    elliptical inset of the sae iensions. The concete shall e cast as

    escie in AAS(TO T 238 sin Class 34 Concete -ith T6pe III ceent.

    The specien shall e ce in the stana anne7 an fo at least fo

    a6s. At the en of this peio the half c6line is to e applie shall e on

    -hich the epo;6 esin is to e applie shall e pepae fo onin 6

    eo5al of all loose paticles an oil fil an then coate -ith a thic/ coat of

    the epo;6 copon ne test. The potion of the c6line shall then e

    eplace in the ol an plastic concete of the sae i; as efoe ae

    to the ol to fo the '! 6 1!0 c6line. Refeence test c6lines ae

    pepae -ith each atch of concete.

    Afte the coposite test c6line has ce fo a thee=a6 peio in a oist

    cainet7 the copessi5e stenth is eteine. This stenth is copae

    to the stenth of the -ea/e of the t-o concetes fo -hich the test

    c6line -as ae. If the atio of the copessi5e stenth of the coposite

    c6line to the copessi5e stenth of the -ea/e concete is less than 0.*07

    the epo;6 copon is e

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    Thee !0 ces shall e ae -ith epo;6 ota7 sin the sae i;

    an ateials as escie ao5e.

    Afte cin fo thee a6s7 the ces shall e teste in iect copession.

    The eie ini a5eae of the eslts fo the thee ces is 34 M&a.

    Retestin fo non=epesentati5e Speciens

    In an6 of the eie tests of the epo;6 copons7 in the e5ent that a

    faile of the specien occs in the ceent o in the ceent ota7 too

    eal6 to inicate -hethe the epo;6 ateial itself -ill eet the specifie

    eieents7 then ne- speciens shall e pepae fo etest7 as is

    necessa6 to coplete the test on the epo;6 ateial.

    !. Specific Reieents fo T6pe C Copons

    T6pe C epo;6 copons 9fo onin pa5eent a/es to the pa5eent

    shall e as ecoene 6 the anfacte of the paticla a/es se7

    an fo the paticla pa5eent to -hich the6 ae to e one. Mi;in an

    application shall e in accoance -ith the anfacteBs iections.

    #. Specific Reieents fo T6pe % Copons

    T6pe % 9coal=ta oifie epo;6 copons shall eet the eieents of

    AAS(TO M 200. The anfacte shall fnish si; copies of a cetification

    statin that the ateial eets this specification.

    '. "iitations of Stoae

    Epo;6 ateials that ha5e een in stoae fo oe than 12 onths7 -ill not

    e accepte fo se.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 30 00: CAST2IN29LACE CONCRETE Cont/'

    ,. Conc!ete Mi6 Dei(n

    $. Gene!$% !e;)i!e&ent

    1. Concete i;es shall ha5e ini -ate content pe cic ete of concete

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    consistent -ith eie -o/ailit67 a ceent content coesponin to the

    appopiate -ate=ceent atio7 the specifie a;i si@e of coase

    aeate7 an the eie pecentae of fine aeate. Mini an

    a;i 5ales fo /e6 paaetes shol e as efine in the tale elo-.

    2. The esin i;es fo each class of concete se shall e as eteine 6

    the Contacto to poce the eslts as specifie heein an accepte 6 the

    Eninee.

    3. +o each class of concete thee shall e as an6 esin i;es as thee ae

    iffeent coinations o t6pes of ineients anticipate to co5e the

    eieents of the -o/.

    4. %esin i;es -ill not e appo5e -hen the s of chloie content of

    coponent ateials inicates that the concete i; ei5e fo those

    ateials -ill ha5e a chloie content e;ceein 0.24 /iloas pe cic

    ete of concete. $hen the soce of an6 coponent ateial fo the

    concete is chane o -hen the esin i; is altee7 a chloie content

    eteination test -ill e ae ieiatel6 6 the Eninee -ith ne-

    saples po5ie 6 the Contacto.

    Dec!i"tion Mi6 9!e5e!ence G!$'e

    #0 #, 30 3,

    Oina6 Concete

    T6pe W Class of Ce1ent O&C O&C O&C O&C

    Min. Ce1ent Content 9/Dc.1: 2G0 300 320 320

    Ma;. fee -ateDce1ent atio 0.! 0.! 0.4' 0.4!

    Ma;. Aeate si@e 20 20 20 20

    . Wo!8$i%it

    The -o/ailit6 of the concete shall e sitale fo the se fo -hich the concete

    i; is intene. The Contacto shall e esponsile fo noinatin the esin

    -o/ailit6 an the ane of ses fo -hich the i; is popose.

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 30 00: CAST2IN29LACE CONCRETE Cont/'

    Conc!ete Mi6 Dei(n Cont/'

    The -o/ailit6 popose -ill e s

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    +o the iance of Contactos the follo-in anes of slp easeents ae

    inicati5e of the -o/ailities anticipate to e eie. These shol not e

    consiee as efiniti5e eieents o to e all encopassin of possile

    sitations.

    LOCATIONNon27i!$te'

    Co&"$ction

    Vi!$te'

    Co&"$ctionConcete pa5eent7 sie-al/7 an

    inciental constction:'! to l!0 2! to *0

    )n=einfoce concete othe than

    ao5e:

    '! to l!0 2! to *0

    Reinfoce concete '! to l!0 2! to *0

    Concete place 6 ppin: '! to l!0 2! to '! Consticte spaces: 0 to l2! NDA

    c. A'&i6t)!e.

    The se of ai;tes to enhance the popeties of an6 esin i; shall onl6

    incopoate into a esin if efine in the Contact o if the Eninee aees that

    the se of sch ai;tes ae eneficial to the o5eall pefoance of the

    Contact an ae not a isa5antaeos to the peanent -o/s. Mi; esins

    sin ai;tes shall onl6 e pepae afte i; esins fo the sae stenth

    an noinal aeate si@e ha5e een pepae -ithot the se of ai;tes.

    All ai;tes shall e incopoate into the i; fll6 in copliance -ith the

    anfacteFs ecoenations. It shall e the ContactoFs sole esponsiilit6 to

    po5e 6 testin an tial poction an placeent that the se of the ai;te.

    '. St!en(t+

    The stenth of each concete i; shall e esine ase on the eie o5e

    esin facto accoin to ASTM C*47 an assin a coefficient of 5aiation

    appopiate fo

    DIVISION NUMBER: 03 00 00 CONCRETE Cont/'

    Section: 03 30 00: CAST2IN29LACE CONCRETE Cont/'

    Conc!ete Mi6 Dei(n Cont/'

    facilities to e se. Tests ae on the concete st eet oth the follo-in t-o

    citeia fo each po of concete to e consiee acceptale:

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    1. Not oe than !K of the stenth tests shall ha5e 5ales less than specifie

    stenth.

    2. No stenth test shall fall elo- *0K of the specifie stenth an the a5eae

    of an6 thee tests fo an6 po -ill e eal to o eate than the specifie

    stenth.

    e. S)&itt$% o5 Mi6 Dei(n $n' S$&"%e

    1. The contacto shall sit to the Eninee satisfacto6 etails of all i;

    esins popose fo se in the -o/. Accopan6in sch sittal shall e

    satisfacto6 an epesentati5e saples of all ateials to e se fo each

    i; esin. Sch saples shall incle not less than 2! /iloas of each

    t6pe of aeate7 hanle7 pac/ae an eli5ee as iecte 6 the

    Eninee.

    2. Each saple shall e cleal6 ientifie 6 eans of an attache ta as to

    soce7 po

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    -. )$%it Cont!o%

    a. The Contacto shall ipleent a fll alit6 contol testin eie to ense all

    concete atche 6 hi confos to the eieents of the specification7 an

    sch testin -ill7 as a ini copl6 -ith the this section .

    In aition7 the Eninee shall neta/e his o-n copliance testin ne this

    section7 fo -hich the Contacto shall fnish concete fo castin speciens an

    fo the specifie saplin an testin all as eie 6 the Eninee. Sch

    testin 6 the Eninee -ill e aitional to the ContactoFs testin an shall not

    elie5e the Contacto of his oliations to test fo copliance -ith the

    Specifications.

    . Testin: The Contacto shall sppl6 sfficient concete to enale the Eninee to

    pefo the follo-in testin fo each concete po as follo-s:

    1. Slp an ai content tests fo each 10 cic etes o faction theeof7

    place.

    2. iel test an nit -eiht tests fo each 1!0 cic etes7 o faction theeof7

    place o as eee necessa6 6 the Eninee.

    3. A ini of one set of si; stana c6lines ae an ce