SUMMARY OF REVISIONS FOR JANUARY, 2015 ... – JUTE 608 – RAN 614 – HYD 617 – ROO 621 – TEM...

STADE

TABLE

Janua

NEW CHAN GENE DIVIS

000

DIVIS

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DIVIS

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SUMMANDARD SPARTMENTE OF CONTE

ary, 2015

W ITEMS INCO

NGES TO ST

ERAL COMM

SION 000 – IN01 – TERMIN02 – ABBREV03 – DEFINIT

SION 100 – G01 – CLEARI06 – COMMO08 – SOLID R16 – DITCHIN31 – METAL 36 – SUBDRA40 – CONCR41 – CONCR42 – PRECAS67 – BACKFI

SION 200 – PA08 – COLD M59 – BITUMIN60 – ASHPAL61 – ASPHAL62 – PARTIA63 – FULL DE65 – CHIP SE67 – PULVER

SION 300 – ST01 – PORTLA02 – CONCR04 – REINFO05 – TENSIO11 – STEEL H21 – STEEL S31 – PRECAS35 – STEEL S42 – BRIDGE44 – FINGER45 – STEEL B51 – WATER65 – ENGINE

MARY OF RPECIFICATT of TRANS

ENTS

ORPORATED

TANDARD DR

MENTS………

NTRODUCTIONOLOGIE ……VIATIONS …TIONS ………

GRADING ……NG …………

ON EXCAVATROCK EXCAVNG ……………PIPE – LARGAIN …………

RETE PIPE …RETE PIPE – LST CONCRETLL FOR STR

AVEMENT STMILLING – ASNOUS TACK LT CONCRETLT CONCRET

AL DEPTH REEPTH RECYCEAL …………RIZING ………

TRUCTURESAND CEMENT

RETE IN STRUORCING STEEON SPLICES …H PILES ……SHEET PILE ST PRESTRESUPERSTRUE POT BEARIR JOINT ASSEBALLASTWA

RPROOFING …EERED FILL …

REVISIONSTIONS FORSPORTATIO

D INTO 2015 S

RAWINGS.……

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ON ………………………………………………

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TION …………VATION ……………………GE ……………………………………………LARGE ………TE BOX CULUCTURES …

TRUCTURESSPHALT CON

COAT ………TE – METHOTE – ERS ……

ECYCLING …CLING ………………………

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S ………………T CONCRETUCTURES …EL ……………………………

…………………COFFERDAM

ESSED CONCUCTURE ……NGS …………EMBLIES ……

ALL ANGLE …………………………………

S FOR JANUR HIGHWAYON and INF

SUMMARY

STANDARD S

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S ………………CRETE ………

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…………………MS ……………CRETE BEAM………………

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UARY, 201Y CONSTRUFRASTRUC

SPECIFICATI

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5 UCTION CTURE

ON …………

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1515151818181919212121212121

TA

Jan

DI

DI

DI

DI

DI

BLE OF CON

nuary, 2015

IVISION 400 –401 – STOR404 – PREC416 – CUR

IVISION 500 –510 – GUID512 – GUID515 – ENER520 – CAST529 – CON554 – OVE555 – OVE571 – PAVE

IVISION 600 –604 – JUTE608 – RAN614 – HYD617 – ROO621 – TEM622 – FISH623 – CULV630 – SOIL

IVISION 800 –810 – FIXE812 – EXTR825 – MOB

IVISION 900 –931 – SCAL932 – PRIV933 – HEAV946 – WOR947 – DISP948 – ENVI953 – AUD958 – FOR

S

NTENTS

– MUNICIPALRM SEWER PCAST CATCHB AND GUTT

– TRAFFIC CDE POSTS …DE RAIL ……RGY-ABSORT-IN-PLACE CCRETE-ENCRHEAD SIGNRHEAD SIGNEMENT MAR

– ENVIRONME MATS ………DOM RIPRAPROSEEDING

OT WADS ……PORARY WA

H RESCUE …VERT EROSI

L REINFORCE

– PAYMENTSD RATES ……RA WORK …

BILIZATION …

– STANDARDLES AND WE

VATE TRUCKVY EQUIPME

RK PROGRESPOSAL AREAIRONMENTAITED SAFETYMWORK ……

SUMSTANDARD

DEPARTM

L ………………PIPE …………H BASIN ……TER …………

CONTROL DE………………………………

RBING GUIDECONCRETE

CASED ROADN STRUCTURN STRUCTURKINGS ………

MENTAL ……………………P ……………

G …………………………………ATER CONTR………………ON PROTECEMENT ………

S & ADJUSTM………………………………

…………………

D CONDITIONEIGHING PROS ……………

ENT …………SSION ………

AS ……………AL REQUIREMY PROGRAM

…………………

MMARY OF D SPECIFICMENT of TR

SUMMA

…………………………………

…………………………………

EVICES ……………………………………………E RAIL TERMBARRIER ……

DBED DUCT …RE FOUNDATRE ………………………………

………………………………………………

…………………………………ROL WORKS

…………………CTION ………………………

MENTS ………………………

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NS ……………OCEDURES …

…………………………………

……………………………………MENTS ………M …………………………………

REVISIONSCATIONS FRANSPORT

ARY

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………………………………………………………INAL …………………………………………TION ……………………………………………

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S FOR JANFOR HIGHWTATION and

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NUARY, 201WAY CONSTd INFRAST

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15 TRUCTIONRUCTURE

Page

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e 2

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STADE

INTRO

Janua

NEW I

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CHAN

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FORE The fo Requirthey ha GENE renum

PS

PLEA

SUMMANDARD SPARTMENT

ODUCTION

ary, 2015

TEMS INCOR

529 CON617 ROO622 FISH623 CULV630 SOIL

GES TO STA

161-1 Case161-2 Case161-3 Case161-4 Case161-5 Case351-4 Deck510-1 Guide529-1 Conc617-1 Root 621-1 Temp623-1 End T623-2 End T

WORD – US

ollowing was a

rements of thead appeared

RAL COMME

bering Plesubnum

ThrPS

ASE NOTE: tthe


RPERATED I

CRETE-ENCOT WADS

RESCUE VERT EROSI

L REINFORCE

ANDARD DRA

e 1.1 - Cross Ce 1.2 - Cross Ce 2.1 - Cross Ce 2.2 - Cross Ce 3.1 – Storm k at Barrier Wae Post Details

crete-EncasedWad Detail in

porary WorkinTreatment forTreatment for

E OF NEW B

added to the F

e Notice of Tehere in their e

ENTS

ease note thabsequent artimbers may al

roughout this.

throughout the changes an


N 2015 STAN

CASED DUCT

ION PROTECEMENT

AWINGS

Culvert: SubgCulvert: SubgCulvert: OrigiCulvert: OrigiDrainage Cuall/Curb – Tos (Revision) d Duct Bank Sn Pool (Additing Pad (Additr Culverts ≤ 1r Culverts ≤ 1

BRUNSWICK

Foreword:

ender are incentirety.

at after additcles may haso have been

s document P

he documennd revisions


SUMMARY

NDARD SPEC

T BANK SYST

CTION

grade Above Ograde Above Onal Ground Anal Ground Alvert Longitudrch Applied W

System (Addiion) tion) 500mm ID - R500mm ID - R

PROVINCIAL

orporated by

tions and revave had to bn updated to c

Particular Spe

nt, text in Italmade to spe


CIFICATION F

TEM

Original GrouOriginal Grou

Above SubgraAbove Subgradinal to the CeWaterproofing

ition)

Roadway ForRoadway For

L STANDARD

reference an

visions weree renumberecorrespond to

ecifications sh

lic font indiecifications.

5 UCTION CTURE

FOR HIGHWA

und - Trench ≤und - Trench >ade - Trench ≤ade – Trench entreline of R

g Detail (Addit

reslope 3:1 orreslope Flatte

DS

nd shall form p

e made, maned. Cross refo changes.

hall be referr

icates autho

AY CONSTRU

≤ 1.2m Deep > 1.2m Deep ≤ 2.2m Deep > 2.2m Deep

Roadway (Revtion)

r Steeper (Ader Than 3:1 (A

part of the Co

ny of the ferencing

red to as

or's commen

Page 3

UCTION

(Revision) (Revision) (Revision)

p (Revision) vision)

ddition) Addition)

ontract as if

ntary on

INT

Jan

DIV 001 The 001

002 002 Org DEDT Ter CH 003 003 Day

Pro

Pub

Sta

TRODUCTION

nuary, 2015

VISION 000- I

1 – TERMINO

e following ar

1.6 CROSS-R

.1 Cross-can be

.1 Inclu

or Cundeto or

.2 Septhe wthe indic“List

.3 Stan

2- ABBREVIA

2.1

ganizations

LG I

rms

BDC

3 – DEFINITIO

3.2

ylight – shall rbasis from th

ofessional EngProvince of N

blic Holiday -Brunswick D

atutory Holidayday fixed byCanada Dayas a general

S

N

INTRODUCT

OLOGY

rticles were ad

REFERENCES

-references foe categorized

usive – refereConstruction (xer the Item whr the performa

parate Item – rwork under threquirements cates that thet of Approxima

ndard Drawing

ATIONS

The following

Department oDepartment o

Canadian Hig

ONS

The following

refer to the hohe Environme

gineer – shallNew Brunswic

- shall includeDay, Labour D

y – shall incluy proclamationy, New Brunswl day of thanks

SUMSTANDARD

DEPARTM

ION

dded:

S

orm an importas follows:

ence to a portixxx.4) sectionhere the referance of the re

reference to ahe Item where

of…” the croe cross-refereate Quantities

g – reference

g abbreviation

of Environmeof Transporta

ghway Bridge

g definitions w

ours between ent Canada W

mean a qualck, and as def

e the followinay, Remembr

ude the follown of the Govewick Day, Labsgiving, Reme


SUMMA

tant role in the

ion of anothen, indicating thrence is notedquirements of

another Specie the referencoss-referencednced Item is

s” of the tende

to the applica

ns were upda

nt and Local ation and Infra

e Design Cod

were added:

sunrise to sunWeather websit

lified Professifined by and b

ng Days onlyrance Day, an

wing Days onlyernor in Councbour Day, theembrance Da


ARY

e interpretatio

r Specificationhat the cross-rd. There will bef the cross-ref

fication Item (ce is noted is d Item. The ca separate u

er documents.

able drawing.

ted:

Government astructure (Ne

e

nset. Sunrise te.

onal Engineebound by the

: New Year’snd Christmas

y: New Year’scil for the cele

e day fixed byay, Christmas


n of the Stand

n Item, in genreferenced see no separateferenced sect

(Item xxx), ind carried out “

cross-referencunit payment a.

(New Brunswew Brunswick

and sunset ti

er registered oAPEGNB By-

s Day, Good Day.

s Day, Good ebration of they proclamationDay, and Box


dard Specifica

neral to the Mection forms pe payment for tion of the Item

dicating that sin accordancece to the full Iand appears

wick) k)

mes are avai

or licensed to -Laws and Co

Friday, Cana

Friday, Eastee birthday of n of the Govexing Day.

15 TRUCTIONRUCTUREDIVISION 00

Page

ation Items an

Materials (xxx.2part of the wo

the adherencm.

some portion e with…” or “tItem (Item xxxas such in th

lable on a dai

practice in thode of Ethics.

ada Day, Ne

er Monday, ththe Sovereig

ernor in Counc

N

00

e 4

nd

2) rk ce

of to x) he

ily

he

ew

he n, cil

STADE

GRAD

Janua

DIVISI 101- C The fo 101.4.

106 – C 106.4.2

The foof the s 106.4.2

108 – S The folAllowa 108.4.


DING

ary, 2015

ON 100- GRA

CLEARING

llowing article

14 Stockpias appr

COMMON EX

2.2 .3 WhusaWo

llowing articlestockpiled ma

2.2 .4 ComstoEng .1

.2

.3

.4

SOLID ROCK

llowing articleable Instantane

2 Blasting N .1 The C

Insur .2 Notw

condsamp

.1 A

thre


ADING

e was added:

ling or loadingroved by the E

XCAVATION

here the Contable material rork, prior to the

es were addedaterials.

mmon materckpiled such gineer.

Stockpiling osupporting thensure maxi

Stockpiles smaterials, nocommon mamaintained a

Stockpiles sshall be shapthe edge of s

Work will inv

K EXCAVATIO

s were addedeous Charge

Near Wells or

Contractor shrance Policy s

withstanding 1ucting inspecpling for water

Any wells advhe course of equired for an


g of merchantEngineer.

tracts includesresulting from e placement o

d to ensure sto

rial salvaged that the mate

of common mhe entire weigmum recovery

shall not be por near propeaterial is notat all times.

shall be built iped to maintastockpiles sha

volve the re-ha

ON

d to detail the rLimits Based

r Structures

hall carry out submitted per

08.4.1.8.1, thctions on rer quality.

ersely affectethe Work, anny wells found


SUMMARY

able timber or

s Borrow, thecommon exc

of any materia

ockpiles are b

by the Conterial does not

material shall ght and dimenry of the stockp

placed near aerty lines, treet possible or

in layers not ain surface draall not be perm

andling of exc

requirements on Distance fr

a pre-blast sr 108.3.2.

he Owner wilsidential wel

ed by the Word/or will deted to be perma


r waste mater

e Contractors cavation eitheral under Item 1

built in such a

tractor for ret become sat

be done on nsion of the spiled material

a quarry/pit fe lines or drair practical an

exceeding onainage before mitted.

cavated mater

for blasting nefrom Blast and

survey in acco

l, before andlls within 50

rk, the Ownerrmine if repaianently dama

5 UCTION CTURE

rials, adjacent

shall conductr has been us121

a manner to en

e-use other tturated at a l

a well-drainestockpiles ands.

face, Strippinginage ditchesnd access to

ne metre in tthe next laye

rial from stock

ear wells or std Wave Veloc

ordance with

during the W00 m of area

r will provide ir or replacem

aged.

DI

to the highwa

t operations sed or shall be

nsure maximu

han as topsoocation appro

d, level based in such a m

g piles or pils such that reo the stockpi

hickness andr is begun. Du

piles.

tructures. Figucity was also a

the requirem

Work under tha of blasting

water temporment by the C

VISION 100

Page 5

ay, shall be

such that all e used in the

um recovery

oil shall be oved by the

e capable of manner as to

les of other trieval of all ile shall be

d each layer umping over

ure 108-A added.

ments of the

his Item, be g, including

rarily during Contractor is

GR

Jan

108

116 The 116

116

131 Thi 136 136

140 140

141 Thi 141 141

141

Thesub

RADING

nuary, 2015

8.4.2 .3 Thco

6 – DITCHING

e following art

6.4.2.1 The by th

6.4.9 Ditches and 616

1 – METAL PI

is Item was re

6 – SUBDRAI

6.2.2.3 CorrF66

0 – CONCRET

0.2.6.2 WeiEngreac

.1

1 – CONCRET

is Item was re

1.2.7 Weirs,

1.2.8 Backfi

.1 Ba

.2 If dewi

1.3.1.10.1 PIDo

e following artbmitted. 141.3

S

he Contractoontrolled, and

G

ticle was adde

tendered Quhe Engineer.

shall be stab6.4, at the end

IPE – LARGE

evised to inclu

IN

rugated polye7. (updated to

TE PIPE

rs/baffles shaineer and mo

ched.

When drilled drilled to a macrylic adhes

TE PIPE- LAR

evised to inclu

, baffles and c

ll material sha

ackfill materia

sufficient quaetermined by tith Item 167 fr

IPECAR desigocuments.

ticle was adde3.2.3 All pi

SUMSTANDARD

DEPARTM

r shall carry do no excee

ed for clarificat

antity include

ilized againstd of each day'

E

ude backfill an

ethylene pipe o reflect an a

all be reinforcoist cured for

holes and dowminimum deptsive such as E

RGE

de backfill and

cut-off walls sh

all be Class “A

l shall be obta

antities of suthe Engineer, rom a source a

gn input shall

ed to include ipe designs th


SUMMA

out the Word the requirem

tion.

s cleaning en

t erosion with 's ditching.

nd backfilling

and appurtendditional stan

ced and secua minimum o

wels are usedth of 75 mm

Epcon A7 or a

d backfilling a

hall be made w

A” per 167.2.

ained from wit

itable backfilladditional ba

approved by t

be in accord

additional piphat are not lis


ARY

k such that vments of Figu

nds of drivewa

hay or straw

as part of the

nances confondard)

ured to the piof 72 hours, o

d to attach we, and the dowpproved equiv

as part of the I

with the same

hin the Work S

material areckfill shall be the Engineer.

ance with the

pe designs wested in the des


vibrations froure 108-A.

ay culverts an

mulch, in acc

e Item. See fu

orming to AST

pe invert by or until 70% o

eirs/baffles to wels shall bevalent.

Item.

e concrete req

Site as approv

e not availablimported by t

e Supplement

ere design calsign tables in


om drilling an

nd cross culve

cordance with

ull Item for rev

TM F405 and/

a method apof design stre

the invert, thee secured wit

quirements as

ved by the En

le within the the Contractor

t to Item 141

lculations are CAN/CSA A


Page

nd blasting ar

erts as directe

h 616.2, 616.3

visions.

/or ASTM

pproved by thength has bee

e holes shall bth an epoxy o

the pipe.

ngineer.

Work Site, ar in accordanc

of the Contra

e required to b257.

N

00

e 6

re

ed

3,

he en

be or

as ce

act

be

STADE

GRAD

Janua

141.3.6

141.3.

The fodays. 141.4.

141.4.

Pipe D

(m1350

≥ 3

The fo 141.4.3

141.4.


DING

ary, 2015

6 The Conmaterial f

7 If the sou

shall subadvance

ollowing article

1.7 For proand pra

1.7.2 Convalso b

Diameter mm) to 2700 C

C3000

A

llowing article

3 Forms

.1 Forms s

.2 Forms s .3 Forms

permitte .4 Perman

made o

.5 The mindepth w

5 Finishing of

.1 All surfaccorda .1 All

remmixa la

.2 All

tota


tractor shall from within th

urce of the sumit the propoof obtaining b

e was update

ojects estimateactically locate

venient telephbe provided.

Reinforc

Applicable Standards

CSA A257.2, CSA A257.3

CSA-S6 ASTM C1417

es were added

shall be a con

shall be clean

shall be comed.

nently exposeof steel, plastic

nimum cover with an approv

f Concrete Su

faces of the ance with the

surface voidmoval of the fx of cement aatex bonding

objectionableally removed


submit, upone Work Site.

upply of the bosed source, backfill materi

ed to indicate

ed to be of moed office space

one, internet,

ced Concrete

Additiona

CSA A23.1air content CSA A23.1air content corrosion in

d to be consis

nfiguration to e

n and free of m

mplete and in

ed sharp edgec, or clear stra

over form snaved cement gr

urfaces

precast cone following:

ds larger thanformwork, shaand fine sand agent.

e fins, projecto the Engine


SUMMARY

n request, th

ackfill materiain writing, forial from the p

that office sp

ore than 14 De at the fabric

facsimile, ph

Table 141

e Pipe Desig

al Standards / Concre

1 and A23.2, eof 5 to 8%.

1 and A23.2, eof 5 to 8%; ca

nhibitor at a ra

stent with Item

ensure compli

mortar prior to

nspected by t

es shall be chaight-grained w

ap-ties shall brout mix per 14

crete section

n 12 mm in all be filled tofrom the sam

ctions, offsetseer's satisfact


he proposed

al is located or the approvaroposed sour

pace is requir

Days duration cation plant to

otocopy, mail

-1 n and Fabric

Requirementete exposure clas

exposure clasalcium nitrite ate of 15 L/m³

m 142.

ance with the

application of

the Engineer

hamfered withwood placed o

be 50 mm and41.4.5.

ns shall rece

diameter ando their entire dme source as

s, streaks or tion.

5 UCTION CTURE

source of th

outside the Wal of the Enginrce.

red even if th

the manufactaccommodate

l and messag

cation Requi

ts for Dura

ss C-1; Untilof 20

ss C-1;

³.

Untilof 35

e allowable tole

f form coating

r before placi

h triangular fion the side ex

d the voids sh

eive an "Ordi

d cavities, ordepth with anused in the c

other surface

DI

he supply of

Work Site, theneer, at least

he project is le

turer shall proe the Enginee

ge handling se

rements

ation of Moist

min. concrete0 MPa is attain min. concrete

5 MPa is attain

erances.

.

ing of concre

illets, 19 mm xposed to conc

hall be filled to

inary Surface

r holes visibln approved ceconcrete and

e imperfectio

VISION 100

Page 7

the backfill

e Contractor 14 Days in

ess than 14

vide regular er.

ervices shall

Curing

e strength ned. e strength ned.

ete shall be

by 19 mm, crete.

o their entire

e Finish" in

e upon the ement grout incorporate

ns shall be

GR

Jan

To 141

The 141

141

141

141

Arti

RADING

nuary, 2015

.3

.2 Imm

cleadefe .1

.3 All r

ensure quality

1.4.6.7 Duri15 m .1

e following art

1.4.8.4 Whedrilleadhe

1.4.10.3 ExcaSupDocindicin th

.1

1.4.10.7.4

1.4.10.10 Pipetransleng

icles 141.4.10

S

If the concreFinish, the Cportions, or a

mediately aftearly marked aect.

The Contract

.1 Cement w .2 All defec

adjacent

ridges occurri

y concrete in

ing productionm3 of concrete

For concrete shall be carrie

ticles were rev

en drilled holeed to a minimesive such as

avation and bpply of backficuments. Exccated on Stanhe Contract Do

If OverexcavOverexcavaticompacted to

The 25 M dowplace using a

e sections witsverse directi

gth of the weir

0.13 to 141.4.

SUMSTANDARD

DEPARTM

ete surface dontractor sha

all of the conc

r the removaand the Cont

tor shall subm

washes of an

cts shall be surface.

ng at junction

culverts the fo

n, quality conte placed.

placements ued out per hal

vised.

es and dowelmum of 100 s Epcon A7 or

backfilling shalll shall be fravation shall

ndard Drawingocuments.

vation occurs,ion with an apo 95% of the m

wels shall be ian epoxy or ac

th weirs or baon, with a m.

10.17 were ad


SUMMA

does not adeqall, as directedcrete, and rep

al of forms, aractor shall n

mit a repair pr

ny kind shall n

finished smo

ns of form pan

ollowing article

trol testing and

under 15 m3, af Days produc

ls are used tomm, and the

r approved eq

ll be carried oom excavatio

be carried gs 161-1 to 1

the Contracpproved backmaximum dry

inserted and gcrylic adhesive

affles shall beaximum insta

dded to includ


ARY

quately fulfill d by the Engilace with new

ny part of thnotify the Eng

ocedure for a

not be used.

ooth, uniform

nels shall be g

es were adde

d test samplin

a minimum ofction.

o attach weirse dowels shauivalent.

out in accordanon or under out in accor61-5, or in th

ctor shall, at kfill material, pdensity.

grout them inte such as Epc

e installed witalled tolerance

de backfill and


the requiremneer, entirely

w concrete.

e Work whicgineer of the

approval.

mly colour m

ground smoo

ed.

ng per 302.4 s

f one set of cy

s/baffles to thall be secure

nce with ItemItem 167, as

rdance with 1e case of an

his/her own eplaced in acc

to place with ncon A7 or an a

th the weir ore of 2% vertic

d backfilling as


ments for Ordy remove cert

ch displays de location and

atched and

th.

shall be carrie

ylinders and a

he invert, the ed with an ep

s 161 and 16s identified in161.4 and toinduced trenc

expense, repcordance with

non shrink groapproved equi

r baffle top hocally over the

s part of the It


Page

dinary Surfacain designate

efects shall bd extent of th

flush with th

ed out for eve

air content tes

holes shall bpoxy or acryl

6, respectiveln the Contrao the limits ach as specifie

pair and fill thItem 936, an

out secured intivalent.

orizontal in the full horizont

tem.

N

00

e 8

ce ed

be he

he

ry

sts

be lic

y. ct as ed

he nd

to

he tal

STADE

GRAD

Janua

142 – This Iteto back 142.2.2 The fowrap. 142.2.3

142.2.4

142.2.8

The fo 142.2.

142.2.

142.2. BOXCA 142.3.

The fo

142.4.

142.4.

142.4.


DING

ary, 2015

PRECAST CO

em was revisekfill and backf

2.2 Air cont

llowing article

3 Joint waterwith primersRub’r-Nek,

4 Exterior joinprimers rec

8.1 When ddrilled tadhesiv

llowing article

8.4 Weirs, Culvert

13 Reinforcinof 25 mm

14 Side form

CAR design inp

1.14 BOXCAthe Con

.1 BO

Co

llowing revisio

1.2.1 The rei55 mmsteel.

1.2.2 At joint

the bell

1.2.3 For circand the


ONCRETE BO

ed to include filling being in

tent shall be 5

es were revise

proofing mates if recommensize per joint

nt wrap shall ommended by

drilled holes ato a minimumve such as Ep

e was added to

baffles and t.

ng supports sm of cover.

m spacers sha

put and outpu

AR design inpntract Docum

OXCAR designtract Docum

ons were done

nforcement R ± 10 mm. A

ts, the minimul and spigot.

cumferential e maximum co


OX CULVERT

backfill and bcluded in the

5 – 8%.

ed in order to

erial shall be nded and appseal manufac

be 300 mm y the manufac

and dowels am depth of 100pcon A7 or ap

o ensure the s

cut-off walls

shall be made

all be made e

ut are required

put and outpuents.

gn input shallments.

e to clarify the

Reinforcing stA minimum co

um concrete

steel, in the oncrete cover


SUMMARY

T

backfilling as pItem.

clarify the diff

Rub'r-Nek anproved by the cturer’s written

wide Conwracturer.

are used to at0 mm, and theproved equiva

same concret

shall be ma

e of plastic, s

ntirely of plas

d as part of the

ut, including p

l be in accor

e article.

teel bars or woncrete cover

cover shall b

bell and spigr shall be 50 m


part of the Item

ference in the

nd Conwrap, manufacturer

n recommend

ap, ConSeal

ttach weirs/bae dowels shaalent.

te is being use

ade with the

stainless stee

stic or entirely

e submittals a

printouts of o

rdance with

wire mesh shar of 13 mm is

be 13 mm for

got, the minimmm.

5 UCTION CTURE

m. See Item f

interior joint s

or an Enginer. Interior wate

dations, or app

CS-212 or a

affles to the iall be secured

ed for weirs, b

same concre

l, or galvanize

y of stainless s

as follows.

utputs for loa

the Supplem

all have a mins required for

all longitudin

mum concrete

DI

for all change

seal and the e

eer approved er tight joint sproved equiva

pproved equi

nvert, the hod with an epox

baffles and cu

ete requireme

ed steel with

steel.

ad cases as in

ment to Item

nimum concrer the ends of

nal steel from

e cover shall

VISION 100

Page 9

es pertaining

exterior joint

equivalent, seal shall be alent.

ivalent, with

les shall be xy or acrylic

ut-off walls.

ents as the

a minimum

ndicated on

142 of the

ete cover of longitudinal

m the end of

be 13 mm

GR

Jan

The

142

Arti 142

142

142

142

142

167 The 167

RADING

nuary, 2015

e following art

2.4.1.6 Theplan .1

.2

icles were rev

2.4.3.5 Theentir

2.4.7.3 Withpreffollopref

2.4.7.4 The epox

2.4.7.8 Placa stset i

2.4.7.11 Joinacco

.1

7 – BACKFILL

e following art

7.6.2 Haulag

S

ticles were ad

manufacturent to accommo

The office sadequate ligapproximatel Convenient tshall also be

vised as follow

minimum core depth with

h the end sefabricated holeowing placemfabricated inse

25 M dowelsxy or acrylic a

cement shall praight line usinto place and

nt seal and eordance with t

Joint seal sha

L FOR STRUC

ticle was delet

ge for backfill

SUMSTANDARD

DEPARTM

ded to be con

er shall proviodate the Eng

space shall bghting, and ly 20°C.

telephone, intprovided.

ws.

over over forman approved

ection in places as guides

ment of the eerts to a nomi

s shall be inseadhesive such

proceed upgraing industry md positioned to

exterior wrap the manufactu

all be placed a

CTURES

ted as haulag

, as approved


SUMMA

nsistent with It

de regular angineer.

be clean andventilation a

ternet, facsim

m snap-ties s cement grou

ce, the Contto a nominal

end section, 2nal depth of 1

erted and sech as Epcon A7

ade with the fmethods, withogether as rec

waterproofinurer's specific

around the en

ge is not paid s

d by the Engin


ARY

tem 141.

nd practically

d furnished wand heating

mile, photocop

shall be 50 mut mix per 142

tractor shall depth of 150 25 mm diam50 mm into th

cured grouted7 or an approv

female end uph the bell end commended b

ng material acations.

ntire joint.

separately.

neer, shall be


y located offic

with a suitabto provide

py, mail and

mm and the v2.4.6.

drill 30 mm mm into the

meter holes she cut-off wal

d into place usved equivalen

pgrade. Culveup grade. Ea

by the manufa

and appurtena

paid for in acc


ce space at

ble office dea room te

message han

voids shall be

diameter hotop of the wa

shall be drillel.

sing the non-snt.

ert sections shach Culvert sacturer of the

ances shall

cordance with


Page

the fabricatio

esk and chaemperature o

ndling service

e filled to the

oles using thall. Immediateed through th

shrink grout a

hall be joined section shall blifting device.

be installed

h Item 801.

N

00

10

on

ir, of

es

eir

he ely he

an

in be

in

STADE

PAVE

Janua

DIVISI 208 –

Article equiva The ar 259 – To ensapplica 259.4.

260 – Entire all cha

261 – The chSpecifi The reMix Re The fol261.2.

Cecab Cecab Article producper the The fol261.4.2

SUMMANDARD SPARTMENTMENT STRU

ary, 2015

ON 200- PAV

COLD MILLIN

208.4.3 wasalent.

rticle 208.4.3.

BITUMINOUS

sure that the ation, the follo

5 Bituminousover the ful .1 Immed

be swe

ASPHALT CO

Item was revnges.

Warm mix aRAP was reRequiremen

ASPHALT CO

hanges made fications.

quirement for equirements.

llowing article1.5.3 RAP sh

the coldaccorda

base RT 2N1 w

base RT 2N1 a

261.2.2.2.4.1ction. Any adjue changes to a

llowing article2.4.1.1.1 Pav

roll

MARY OF RPECIFICATT of TRANSCTURE

VEMENT STR

NG – ASPHA

s revised to s

4 was added

S TACK COA

surface to beowing article w

tack coat shl width of surf

iately prior toept clean.

ONCRETE –

vised to reflect

asphalt standaemoved from nts for the app

ONCRETE- E

to this Item ar

r the Number o.

was deleted. hall be free of d feed at the pance with AST

was added to

and Rediset L

was revised ustments to tharticle 261.2.2

was added foving in echelers.


RUCTURE

ALT CONCRE

specify that th

d to indicate th

AT

e treated withwas revised.

hall be appliefaces to be tr

o the applicati

METHOD SP

t current stan

ards were addthe Item proval of desig

END RESULT

re based off th

of Gyrations w

contaminationplant, in such aTM C136, unle

Table 261-2 a

Q were added

to indicate thahe JMF shall b2.2.5.1.

or paving in econ on the dr


SUMMARY

ETE

he equipment

hat there shal

h bituminous

d only when eated.

ion of the bitu

PECIFICATIO

dards. The fo

ded to the Item

gn mix formul

T SPECIFICA

he Item 261 -

was removed f

n and shall bea manner thatess other othe

as an approve

d as approved

at the Contracbe submitted to

chelon with vibriving lanes s


t shall have a

ll be no transv

tack coat is

the surface t

uminous tack

ON

ollowing outlin

m

la and aggreg

ATION (ERS)

2013 Supplem

from Table 26

e processed wt all particles perwise approv

ed anti-strippin

d warm mix te

ctor shall submto the Enginee

bratory rollersshall require

5 UCTION CTURE

a ski at least

verse slope c

swept clean

to be treated

k coat, the su

nes some of th

gate source ap

ment to the 20

61-1 Superpa

within 14 Days pass the 50 mved by the Eng

ng admixture.

echnologies.

mit the JMF prer prior to the

s. the use of tw

DI

t 7.6m long o

control used.

immediately

is dry, and s

urface to be tr

he changes, s

pproval

011 Standard

ave Asphalt C

of the introdumm sieve whengineer.

rior to beginninstart of lot pro

wo vibratory

VISION 200

Page 11

or approved

prior to the

swept clean

reated shall

see Item for

Concrete

uction into n tested in

ng oduction, as

breakdown

PAV

Jan

The261

The261

For261

TheNO

The(c)

262 Artiprocem The

The262

262

VEMENT ST

nuary, 2015

e following art1.4.3.8.1 Mate

conc

e requirement1.4.4.4.1 For

nuclimm

r smoothness 1.4.5.6.2.4.1.1

e following notOTES 3) Fo

Pr

e following not For Work Casample, the all samples e

2 – PARTIAL

icle 262.2.7.1operties cannment is appro

e strength req

e following ch2.4.7.3 For

Condire

.1

2.4.7.5 Priovisubitum262Den

.1

S

RUCTURES

ticle was reviserial placed incurrently with

t for asphalt roeach aspha

lear gauge omediately subm

testing the fol Smoothn

paving o

te was added or Contracts wrice.

te was added ategory 2 and remaining samexceeds 6.5%

DEPTH REC

1.6 was revisot be met. Tved, it shall b

quirements in

ITS (SoITS (D

hanges were mAlternative A

ntractor shall octed by the E

The slab samcontent, and

or to the plannal compactiominous mixtu.4.7.4. The co

nsity to the Th

The recycleddeflection, crrequirementsTheoretical M

SUMSTANDARD

DEPARTM

ed. n driveways anthe main lane

olling pattern wlt concrete mor equivalentmit a copy to

llowing article ness testing wperation.

d to Table 261with ≤ 3 millio

d to Table 261Work Catego

mples shall be% refer to Note

CYCLING

sed to allow The maximumbe paid per 26

Table 262-2 Test

oaked) / MTO Dry) / MTO LS

TSR

made under tA, prior to the pobtain two 15

Engineer.

mples will be tthe other to t

ned overlay ofn assessmenre shall be deompaction of heoretical Max

d cold bituminracking or shos are met wheMaximum Rel


SUMMA

nd aprons shaes.

was added as mix type the t. Upon comthe Engineer

was added. will be carried

-7 Acceptancon ESAL, a rej

-10 Unit Priceory 3, when thee tested for pee 1b.

for Portlandm amount allo62.6.6.

were updateM

LS-297 S-297

the Quality Asplanned over

50mm x 150m

tested for moitest for thickn

f the recyclednt of the surfacetermined by each slab shaximum Relativ

ous mixture soving under then the mean cative Density


ARY

all only not be

follows. Contractor s

mpletion of th.

out as soon a

ce/Rejection jected Lot wil

e Adjustmene 75 µm sieveercent passing

d cement to owable shall

d as follows.Minimum Req

10225

ssurance sectlay of the recy

mm slab samp

isture contentess and comp

d cold bitumince to be overtesting the slall be determve Density.

shall be comphe weight of acompaction is.


included as p

shall establishhe rolling pa

as possible u

Requiremenll be paid at 5

nt for Gradatioe size exceedsg the 75 µm si

be incorporabe 0.5% pe

quirement (k00 50 5 300 50

tion. ycled cold bit

ples per kilom

t. One samplepaction

ous mixture, rlaid. Compacabs obtainedined by comp

pacted smootha loaded tands greater than


part of a Lot w

h a rolling pattern the Co

pon completi

ts by Lot. 50% of the Co

on (UPAg): s 6.5% for theeve size. If th

ated into the er 262.2.7.1.6

kPa)

tuminous mixtetre at rando

e to test for m

the Owner shction of the red per 262.4.7.paring the Bu

h and showindem truck. Con or equal to 8


Page

when paved

attern using ontractor sha

on of the

ontractors Un

e selected e average for

mix if certa6.1. If Portlan

ture, the m locations a

moisture

hall perform acycled cold 3. and lk Relative

ng minimal ompaction 83% of the

N

00

12

a all

it

r

in nd

as

a

STADE

PAVE

Janua

Revisio 262.6.

262.6.

263 – Article properis appr The st

The fo263.4.

263.4.

263.4.

The fo263.4.

SUMMANDARD SPARTMENTMENT STRU

ary, 2015

ons were mad

4 For eachshall pay $1000 fothan 40%cold bituContractoSundays

5 For eachOwner a paving is hours), un

FULL DEPTH

263.2.5.8 wrties cannot broved, it shall

trength require

ollowing revisi2.5.1 The g

contrmix.

2.5.2 The Cequip

2.5.3.2.2 Thgr

ollowing chang7.3 Prior to

compactaken b

.1 Thecrawhmixfreq

.2 Thethe

MARY OF RPECIFICATT of TRANSCTURE

de to the Bas

occurrence the Owner a r each Day th

% of the Contminous mixtuor shall be suand statutory

occurrence tpenalty of $not continuo

ntil paving res

H RECYCLIN

was revised be met. The ml be paid per 2

rements in TaTes

ITS (SoakeITS (Dry

ions were magrader used torol. Contracto

Contractor shpped with auto

he paver shalrade and trans

ges were mado the planned ction assessmby the Engine

e expanded aacking or shoven the mean x Theoretical quency of one

e density of the direct transm


sis of Paymen

that partial dpenalty of $1

hat partial deractor’s normure has not ubject to a py holidays, un

that paving is1000 for eacus (stopped osumes.

G

to allow for maximum amo263.6.6.

ble 263-2 west / Method ed) / MTO LS-

y) / MTO LS-29TSR

de with respeo shape the pr shall use eit

all use a paveomatic slope

l be equippedsverse slope.

de under the overlay of the

ment of the suer at a minim

asphalt surfacving under thecompaction isMaximum Ree per km.

he in-place exmission mode


SUMMARY

nt as follows:

depth recyclin1000 for eachepth recyclingmal work hour

commencedenalty of $10

ntil the recyclin

s not performh Day until pon any Day fo

Portland cemount allowabl

ere updated aMin

-297 97

ect to the gradpulverized mather a grader

er for placemcontrols.

d with automa

Quality Assure expanded aurface to be oum frequency

ce shall be coe weight of a s greater than

elative Density

xpanded asph with the prob


ng is not perfh Day until pag is not continrs), until partid within the 000 for each ng begins.

ed per 262.4paving commor more than

ment to be le shall be 1%

s follows. nimum Requi

100 5225 30

50

der/paver useaterial must bor paver for p

ment of the exp

atic screed co

rance sectionasphalt surfacoverlaid. Comy of 5 per lan

ompacted smoloaded tanden 83% of the y, as determi

halt mix shall be inserted 10

5 UCTION CTURE

formed per 2rtial depth recnuous (stoppeal depth recyperiod prescDay followin

4.4.4.2.1, the ences; and $40% of the C

incorporated % per 263.2.5

rement (kPa)50 00

ed. e equipped wplacement of

panded asph

ontrols for the

n. ce, the Owner

mpaction mease-km.

ooth and showem truck. Comaverage in-plned from sam

be measured00 mm into th

DI

262.4.4.2, thecycling commed on any Daycling resumecribed in 262ng that period

Contractor sh$1000 for eacContractor’s n

into the mix5.8.1. If Portla

)

with automaticthe expanded

alt mix. grade

e control of lon

r shall performsurements sh

wing minimal mpaction is aclace expande

mples taken a

d by a nucleahe finished ma

VISION 200

Page 13

Contractor mences; and ay for more es. recycled 2.4.4.2, the d, excluding

hall pay the ch Day that normal work

ix if certain and cement

c slope d asphalt

er shall be

ngitudinal

m a visual hall be

deflection, chieved ed asphalt at a

r gauge in at.

PAV

Jan

The 263

265 265 256

267 267

267

267

267

VEMENT ST

nuary, 2015

e following wa

3.6.5 For eaOwnepavinghours)

5 – CHIP SEA

5.4.2.1.1 G

6.4.3.2.1 Fidocrth

7 – PULVERIZ

7.4.1.1 Wtra

7.4.6 The re95% o

7.4.7 Final smore twith a

7.4.8 Grade

S

RUCTURES

as added to th

ach occurrenr a penalty og is not contin), until paving

AL

rader shall be

ne grading anouble seal. Thrown and supe Engineer;

ZING

Work under thisansitions to m

e-graded surfaof the maximu

shaping of thethan 30 mm f grader to me

er shall be equ

SUMSTANDARD

DEPARTM

he Basis of P

nce that pavinof $1000 for enuous (stoppeg resumes.

e equipped w

nd compactiohe road shall er elevation,

s Item shall alsatch into the e

ace material sum dry density

e pulverized sfrom the gradeet an accepta

uipped with a


SUMMA

Payment.

ng is not pereach Day unted on any Da

ith automatic

on of the Aggrbe compacteand shall com

so include excexisting condit

shall be compy as establish

surface shall es provided bable crown an

automatic slop


ARY

rformed per til paving com

ay for more th

slope control

regate Base pd and shaped

mmence 1 Da

cavating and mtions, as direc

pacted in acched by a test

be in accordaby the Enginend super elev

pe control.


263.4.5.5, thmmences; anhan 40% of th

l.

per 205.4 befod with a gradeay prior to chip

moving of pulvcted by the En

cordance with strip.

ance with Itemeer. The Contvation.


he Contractornd $1000 for he Contractor

ore the first aer to meet anp sealing, as

verized materngineer.

Item 936 to a

m 941 and shtractor shall s


Page

r shall pay theach Day tha

r’s normal wo

application of a acceptable directed by

rial in the

a minimum of

all not vary byhape the road

N

00

14

he at rk

a

f

y d

STADE

STRUC

Janua

DIVISI 301 – Additioadditio Concre Additioa spacof cut b The fo301.4.

301.4.

302 –

ChangEngine The fo302.4.4

The fo302.4.5

302.4.5

For bri For ste302.4.

The fo302.4.

SUMMANDARD SPARTMENTCTURES

ary, 2015

ION 300- STR

PORTLAND

onal curing reonal requirem

ete shall mee

onal requiremce free of stanback 25mm b

ollowing requir8.1 The Co

dischar

8.2 The Ow

CONCRETE

ges were madeer who revie

ollowing article4.8.1.2 Wh

floo

.1

ollowing revisi5.1.1 Trem

spaci

.1 Au

5.1.4.1.1 FraE

idge decks, b

eel girder brid7.5.6.4.1 For

Coaccper

ollowing revisi8.3.1 The c

placeconcr


RUCTURES

CEMENT CO

equirements wents stated in

et the requirem

ments were adnding water, dbelow surface

rements wereontractor is rrge, the chara

wner shall car

IN STRUCTU

de to state thewed the conc

es were addehen the Contraor beams and

The Contracof the placSuperstructu

ions were mamie pipes sha

ing of 3.0 m. A

A concrete puused to charge

For a plan areate of not less

Engineer.

bull floats or m

dges the followr steel girder ntractor shalceptable to trmanent loads

ion was madecuring period fement and unrete placed be


ONCRETE

were added ton the Item.

ments of CSA

dded under ardirt and debrise. See Item fo

e added for teresponsible foacteristics spe

rry out Quality

URES

hat design mixcrete mix.

ed. actor carries ostringers sha

ctor shall submcement of aure.

de regarding ll be kept filleAll pipes shall

mp shall not e tremie pipes

a greater thans than 50 cub

magnesium tro

wing article wBridges, scr

l submit an the Owner, s imparted to t

e under curingfor concrete s

ntil 70% of theetween Novem


SUMMARY

o the Item. C

A A23.1 Expos

rticle 301.4.6 s, and form tie

or all changes

esting of the cor supplying ecified in the C

y Assurance T

ix proportion

out the surveyall be profiled b

mit the profileany falsework

tremie concreed with concbe used in co

be permitted s as part of an

n 100 square bic metres pe

owels shall be

was added. reed rails sha

analysis, stademonstratinthe girders, fo

g and protectishall be for a me minimum spmber 1st and M


Curing shall be

sure Class C-

Placement, ses shall be su

s.

concrete. concrete wh

Contract Doc

Testing.

shall be stam

ying under Itemby the Contra

s to the Engink, formwork

rete. crete while deontinuous rota

as a means n approved tre

metres, concr hour, unless

e used to rem

all be supporamped and

ng there will or approval by

ion of concretminimum of 7pecified compMay 1st).

5 UCTION CTURE

e in accordan

-1.

such as all couch that they

hich shall havcuments.

mped and sig

m 941, longituactor.

neer a minimuor other a

epositing andation to mainta

of tremie conemie placeme

crete shall be s otherwise a

move defects p

rted on the tsigned by abe no exc

y the Enginee

te. Days from thpressive stren

DI

nce with CSA

oncrete shall bcan be entire

ve, at the po

gned by the P

udinal girders

um of 7 Daysadditional loa

shall have aain concrete l

ncrete placement plan.

supplied and pproved in w

per 302.4.7.5

top girder flaa Professionacessive deforr.

he completion ngth is attaine

VISION 300

Page 15

A A23.1 and

be placed in ely removed

oint of final

Professional

, transverse

in advance ads on the

a maximum level.

ment may be

placed at a riting by the

5.4.1.

nge; or the al Engineer rmations or

of concrete ed (90% for

STR

Jan

Add 302

AddC45 302

Add 302

RUCTURES

nuary, 2015

ditional article

2.4.9.1 Gener

.1 Fobeatho

.1

.2 Thman

.3 Cu

co .4 Du

ce .5 Co

is

ditional requir57. The follow

2.4.12.6 .3

.4

.5

ditional requir

2.4.12.7 Perm

.1

S

es were adde

ral

or the purposetween Novemt or below 5 �ours.

Cold weathtemperaturwithin the n

he Contractoeet the inspend Regulation

uring and prompressive st

uring periodsessation of mo

ontractor shaallowed prior

rements werewing articles w

All tests musratios, the ha

.1 The aversingle tes

In the event concrete shaconsistent ba

.1 Subsequout by th

Concrete casEngineer and

rements for p

meability Tes

A minimum oshall be cure

.1 The cylin

SUMSTANDARD

DEPARTM

d for cold wea

se of this spmber 1st and�C, or in the

her curing andre is at or belnext 24 hour p

r shall ensurection requirens.

otection shaltrength is obta

s of freezingoist curing an

ll plan his/herr to being sub

e added statinwere added.

st be performeardened air vo

rage of all tesst greater tha

the hardenedall cease untasis.

uent testing toe Contractor

st with a nond may be subj

ermeability te

ting Frequenc

of two cylinded for a minim

nders shall be


SUMMA

ather requirem

pecification cod May 1st sha

Engineer’s o

d protection slow 5 °C, or period.

re that all boements and o

ll continue foained on field

temperaturend then be gra

r Work such tbjected to app

ng that harde

ed as per ASToid system sh

sts shall havean 0.260 mm.

d air void systtil it can be

o achieve a sat his own ex

ncompliant hject to remov

esting were ad

cy

rs shall be tamum of 56 Day

e prepared for


ARY

ments.

old weather call be consideopinion, is like

shall be requiin the Engine

ilers used foroperating con

or 7 days and cured cylind

es the protecadually withdr

that after complication of de

ened air void t

TM C457. Rehall meet the f

e a spacing f

tem does notshown that

satisfactory haxpense.

ardened air val and replac

dded, as spec

ken for permeys per CSA A

r testing imme


curing and pered to be whely to fall belo

red outside oeer’s opinion,

r heating, manditions of all

nd until 90% ers.

ction shall corawn in accor

mpletion of cue-icing chemic

testing shall b

egardless of wfollowing:

factor not exc

t meet these rthese requir

ardened air v

void system cement at the

cified in the fo

eability testinA23.1.

ediately after


protection shahen ambient ow 5 �C with

of these dates is likely to fa

aterials, and l applicable P

of the minim

ontinue for 1rdance with 3

ring, a minimcals.

be performed

water to ceme

ceeding 0.23

requirementsrements can

void system s

shall be evaContractor’s

ollowing articl

g from each p

the 56 days o


Page

all be in effetemperature

hin the next 2

s if the ambieall below 5 �

housing, shaProvincial Ac

mum specifie

12 hours afte02.4.9.7.

um of 28 Day

d as per ASTM

enting materi

0 mm, with n

s, production obe met on

shall be carrie

aluated by thown expense

les.

placement an

of curing.

N

00

16

ct is

24

nt C

all cts

ed

er

ys

TM

al

no

of a

ed

he e.

nd

STADE

STRUC

Janua

Table

Cou

Payme

302.6.6


ary, 2015

.2 The

.1

.2

.3 Forestcorbe adj

.4 In tand

.1

.2

302-5 and 30

Stre

Payment metre co

ulombs after correction

ent per cubic(% of U

6 Where coremain in


.1 Where sat an ag

.1 The

e permeability

Results are

The averageresult greate

.1 A singlepaymen

r concrete mixtablish the relrrosion inhibit

subtracted ustments.

the event thatd conducted b

A minimum tested within

If referee tereferee testi

02-6 were rev

ength

per cubic omponent

Price

For

r corrosion in( ASTM C120

c metre for coUnit Price)

oncrete does nplace, there w


sample prepage not to exce

e age of cure a

y testing shal

to be provide

e must fall wer than 200 C

e result greatnt being reduc

x designs conationship bettor using an a

from tests

t testing resuby the Contra

of two coresn 7 Days of th

esting indicatng will prevai

vised as follow

Price ad

For Concret

50 MPa+

100%

Adjustment

Exposure Cl

nhibitor 02) 0

omponent

not meet the rwill be no pos


SUMMARY

aration or testeed 60 Days.

and the age a

l be carried o

ed to the Cont

within the pay Coulombs abo

ter than 200 ced to the nex

ntaining a caltween concreapproved test

containing

lts in a reducactor.

s shall be takhe original tes

tes the origiil.

ws. Table

djustment for

te in Structur

45-49 MP

95% -$5

Table for Resistan

lass C-XL in

0-500 500-1

$25 110%

$0105

requirements sitive payment


ting falls on a

at test date sh

out by the Ow

tractor within

range estabove the pay ra

Coulombs abxt lower level.

lcium nitrite cte, of similar ting plan. Thcorrosion in

ction in payme

ken from the st date.

nal test resu

302-5 r Control of S

res A, B , C a

Pa 40-44 M

50 90% -$

302-6 nce to Chlorid

CSA A23.1

1000 1000-1

0 5%

-$2100

for strength ot adjustments

5 UCTION CTURE

weekend, te

hall be reporte

ner.

3 Days of the

lished in Tabange.

bove the pay.

corrosion inhibmix proportio

he difference hibitor for c

ent, referee te

component i

ults are not

Strength

and D

MPa LesTo b

100 Remo(pe

de Ion Penetr

1500 1500-2

25 0%

-$595%

or hardened as for any of the

DI

sting shall be

ed.

e test being c

ble 302-6, wit

y range will r

bitor the Contons, with and

between thecalculation o

esting may be

n question a

representativ

s than 40MPabe reviewed b

Engineer

oval or 75% -$r 302.4.12.7.4

ration

2000 > 200

50 %

-$20075%

air voids, but ise properties.

VISION 300

Page 17

e conducted

completed.

th no single

result in the

tractor shall without the

e results will of payment

e requested

nd shall be

ve then the

a- by

$200 4)

0

0

s allowed to

STR

Jan

304 304

304

304

The 304

305 The 305

311 The 311

RUCTURES

nuary, 2015

4 – REINFOR

4.2.3 All reinSteel B

.1 Fofo

.2 Fobaan

.3 ReCo

.4 Re .5 Sp

4.2.4 ReinforeinforStanda

.1 HeEn

.2 Re .3 No

4.2.9 Tie wireinfor

e following art

4.4.1.2 The W(CRSI(RSIC

5 – TENSION

e following ar

5.1.1 This Item

1 – STEEL H

e following ar

1.4.2.4.1 This

S

RCING STEEL

nforcing steel Bars for Conc

or Grade W br No. 25 bars

or Grade W bars and smallnd No. 55 bars

einforcing steontract Docum

einforcing ste

piral bars in p

orcing steel srcing steel asard Practice,

eating shall nngineer.

einforcing ste

o field bendin

ire used to tircing bars sha

ticle was upda

Work shall bI), Placing Re

C), Manual of S

N SPLICES

rticle was revis

m consists of t

PILES

rticle was add

s pile shall be

SUMSTANDARD

DEPARTM

L

shall be newcrete Reinforc

bars, the minimand smaller,

ars, the pin der, 6 bar diams.

eel shall be inments.

el shall be fre

ier shafts sha

shall be bent recommendeunless otherw

not be used

el shall be fre

g of reinforcin

e stainless stall be Type 31

ated to reflect

e in accordaeinforcing SteStandard Pra

sed for clarific

the splicing of

ded under pile

used to dete


SUMMA

w billet steel coement", Grad

mum elongatiand 10% for N

iameter for thmeters for No

n the form of

ee of physical

all be Grade W

to proper shed in The Rewise noted in C

as an aid in

ee of physical

ng will be allow

teel, Fiber Re6LN or Type

a change in t

ance with CSeel Recommeactice.

cation.

f reinforcing st

e installation, r

ermine pile len


ARY

onforming to de 400W, with

on at rupture No. 30 bars a

he 180� bend. 30 and No.

f deformed ro

defects.

W bars.

hape in a plainforcing SteeContract Docu

bending ste

defects.

wed unless au

einforced Pol316L stainles

the RSIC stan

SA A23.1, anended Practic

teel bars 25M

regarding the

ngth and mini


current CAN/ the following

in a 200 mmand larger.

d tests shall be35 bars, and

ound bars un

ant having suel Institute of uments.

el, unless sp

uthorized by th

lymer (FRP) ss steel wire, 1

ndard practice

nd Concrete es Reinforcin

and larger.

e first pile driv

mize splices


/CSA G30.18, additional req

m gauge length

e 4 bar diamed 8 bar diame

less otherwis

uitable deviceCanada, (RS

pecifically auth

he Engineer.

or other corr1.2 or 1.6 mm

e manual.

Reinforcing ng Steel Instit

ven.

and material


Page

, "Billet Carboquirements:

h shall be 12%

eters for No. 2eters for No. 4

se noted in th

es for bendinSIC), Manual o

horized by th

rosion resistam in diameter.

Steel Instituttute of Canad

waste.

N

00

18

on

%

25 45

he

ng of

he

nt

te da

STADE

STRUC

Janua

321 – S The fo 321.3.

331- P Many r 331.4.


ary, 2015

STEEL SHEE

llowing article

1.1.1 The shcommedeterm

PRECAST PR

revisions wer

2 Curing of C

.1 When manufaprotect

.2 Heat tacceler

.3 When h

.1 He .2 The .3 The

.4 When ashall be

.1 The .2 The .3 In n

form .4 Wh

appste

.5 Du

tem

.6 Fornot

.7 Thiis r

.4 In the c

.1 The


ET PILE COFF

e was added fo

heet piling sercially availabine the specif

RESTRESSED

re done under

Concrete

the ambientacturing facilition may be pe

reatment marated curing o

heated concre

ated concrete

e maximum te

e maximum c

accelerated ce carried out i

e accelerated

e accelerated

no instance sms or test cyl

here acceleraproved enclosam around th

uring the initimperature with

r the next stat to exceed 15

s temperaturreached.

case of the ap

e accelerated


FERDAMS

for clarification

ections and ble product sied volume of

D CONCRET

r Curing of Co

t temperatureties are proteerformed in a

ay be used or heated con

ete method is

e shall have a

emperature o

cooling rate of

curing methodin accordance

d curing shall

d curing shall

shall the steaminders.

ted curing is sure, designe

he beams with

ial curing pehin the enclos

age of curing,5 °C per hour

e shall be ma

pplication of s

d curing shall


SUMMARY

n.

corner detaselected to def the tremie co

E BEAMS

oncrete as sta

e in the plaected from thaccordance w

to Acceleratcrete as defin

s used for acc

a maximum pl

of the hardene

f the concrete

d is used for ae with CSA A

not begin bef

provide exce

m, radiant hea

used, The beed to ensure h a minimum

eriod (typicallysure shall be

the temperar to a minimum

aintained unti

steam, radiant

not begin bef


ils shown onetermine the oncrete in acc

ated below.

ant does nohe wind and

with CSA A23.

ted strength ned in CSA A

celerated stre

lastic concret

ed concrete s

e shall not exc

accelerated sA23.4 and the

fore the initial

ss moisture fo

at or forced a

eams shall befull circulatioloss of moist

y 4 to 5 houmaintained a

ature within thm of 40 °C an

l the required

t heat or force

fore the initial

5 UCTION CTURE

n the drawinminimum siz

cordance with

ot fall below direct rays fr1 and A23.4

developmenA23.4.

ngth develop

te temperatur

hall not excee

ceed 15 °C pe

strength devefollowing:

l set.

for proper hyd

air be directly

e maintained on of thorougure and heat.

urs after comat approximate

he enclosure nd a maximum

d strength for

ed air for acce

l set;

DI

ngs are baseze of the foo302.5.5.

5 °C and rom the sun, and per 302.4

nt may be a

ment:

re of 33 °C.

ed 60 °C.

er hour.

lopment: Hea

dration of the

y applied to th

on the castinghly saturated.

mpletion of cely 20 °C.

shall be raisem of 60 °C.

the transfer o

elerated curin

VISION 300

Page 19

ed on one oting and to

where the curing and

4.

attained by

at treatment

cement.

he concrete,

g bed in an d air and/or

casting) the

ed at a rate

of prestress

ng;

STR

Jan

Thecra 331 331

RUCTURES

nuary, 2015

.2

.3

.5 Theperi

.1

.6 Aftelowe

.6 Stre°C b27.6

.1

.2

.7 Afteuntil

.1

.8 Theentirper

.1 .2

.9 Form

e following arnes.

1.4.9.1.5 Be

1.4.9.1.7 Wsu

S

The acceleraand

In no instancforms or test

exposed surod.

If water is aconcrete tem

er the requireered at a rate

ess transfer shbut all beam6.1.

Maximum teshall be 20 °C

Additional metarps, with ocables.

er transfer of sl the beam is

The beams stwo Days of d

Contractor/mre curing perbeam to reco

The maximum

Shop, girder daily basis du

ms shall not b

rticles were r

eams shall be

Where beams ubmit the

SUMSTANDARD

DEPARTM

ated curing s

ce shall the stcylinders.

rfaces of the c

applied for thmperature by m

d strength fo not exceedin

hall take placs must be k

emperature dC.

easures may r without an

stress the temat the ambien

shall not be edrying in warm

manufacturer iod by means

ord the tempe

m permissible

and enclosuuring product

be removed u

revised to ind

e handled/ere

are propose


SUMMA

hall provide e

team, radiant

concrete shal

is purpose, tmore than 10

or transfer of ng 15 °C per h

e when the ckept moist un

ifferential bet

be required additional he

mperature shnt air tempera

xposed to temm temperatur

shall provides of approvedrature throug

e temperature

ure temperatuion.

ntil the concr

dicate that be

ected by two o

ed to be hand


ARY

excess moist

heat or force

ll have an exc

then this wat°C nor shall t

stress has bhour.

oncrete tempntil transfer, i

tween the gi

to prevent theeating source

hall be lowereature.

mperatures bres after the tr

e a continuoud accurate auhout the leng

e variation wit

ure records s

rete has obtai

eams shall b

or more crane

dled/erected


ture for prope

ed air be direc

cess of moist

ter temperatuthis temperat

been reached

perature is bein accordanc

irder and the

ermal shock. e, draped ove

ed at a maxim

below freezingransfer of stre

us record of cutomatic reco

gth of the curin

thin the enclo

shall be subm

ned the spec

e handled an

es.

by a single c


er hydration o

ctly applied to

ture during th

ure shall not ture exceed 6

d, the temper

etween abovece with CSA

e surrounding

This may incer the girders

mum rate of 1

g until they haess.

curing tempeording deviceng enclosure(

osure shall no

mitted to the

cified release

nd erected by

crane, the C


Page 2

of the cemen

o the concrete

he entire curin

vary from th60 °C.

rature shall b

30 °C. and 4A23.4, claus

g environme

clude insulate and stressin

15 °C per hou

ave undergon

ratures for thes, spaced on(s).

ot exceed 5 °C

Engineer on

strength.

y two or mor

Contractor sha

N

00

20

nt;

e,

ng

he

be

40 se

nt

ed ng

ur

ne

he ne

C.

a

re

all

STADE

STRUC

Janua

335 – The fo

342 –

The torevised

344 – F Carbo 344.2.7

345 – Carbo 351 – W A new 351-4. 365 – The grcrushe


ary, 2015

STEEL SUPE

llowing Item w

BRIDGE POT

otal load for thd from 70MPa

FINGER JOIN

Zinc 11 and D

7 revised arCAN/CSA27 joules

STEEL BALL

Zinc 11 and D

WATERPROO

Standard Dra

ENGINEERE

radation limitsed rock base o


ERSTRUCTU

was rewritten.

T BEARINGS

he ultimate lima to 65MPa.

NT ASSEMBL

Dimecote 9 we

rticle as followA G40.21M Gwhen tested

LASTWALL A

Dimecote 9 we

OFING

awing was ad

ED FILL

s for Engineeor 31.5 mm cr


URE

The coatings

mit state for Ta

LIES

ere added as

ws: Structural Grade 350WT

at minus 20 3

ANGLE

ere added as

dded for torch

ered Fill wererushed gravel


SUMMARY

s sections wer

able 342-4 A

approved coa

steel in fingeCategory 3 o

30°C.

approved coa

h applied wate

e revised andbase per 201


re removed fro

verage Cont

atings under th

er plate assemor with a certif

atings under th

erproofing for

d shall confo1.2. Table 365

5 UCTION CTURE

rom this Item.

tact Pressure

he Materials s

mblies shall mfied Charpy V

he Materials s

r bridge decks

orm to the gra5-1 was remo

DI

See Item for

e for TFE Ele

section.

meet the requV-notch impac

section.

s, Standard D

rading limits oved from the I

VISION 300

Page 21

full details.

ements was

uirements of ct energy of

Drawing

of 31.5 mm Item.

MU

Jan

DIV 401 The 401 401

401

404 Sho 404

The404

416 The416

UNICIPAL

nuary, 2015

VISION 400- M

1 – STORM S

e following art

1.4.2.4.2

1.4.2.5 All ostocEng

1.4.6.4 articnot sCon

4 – PRECAST

op drawings s

4.3.2 The Cbasins

.1 St.2 Ge.3 Le.4 Jo.5 Lo.6 Co

e following ar4.4.2 The C

and un

6 – CURB AN

e following ar6.4.4.1 Th

dis

S

MUNICIPAL

SEWER PIPE

ticles were add

The Pavemen

other materialsckpiled materiaineer.

cle revised as suitable for b

ntractor and s

T CATCH BA

shall be subm

Contractor shas, containing b

tation of catcheneral layout ength and weioint details; ocation of reinoncrete desig

rticle was addontractor shanderpinning ne

ND GUTTER

rticle was addhe Contractor sturb the surfa

SUMSTANDARD

DEPARTM

ded under exc

nt shall be exc

s shall be excaal shall be reu

follows: Stockackfill, as dethall be dispos

SIN

mitted in accor

all submit, in but not limited

h basin, DTI Cshowing catchght (mass) of

forcing steel (n strength, ag

ded. ll be responsibecessary to co

ded. shall neatly c

ace beyond th


SUMMA

cavation.

cavated separ

avated by maused to backfil

kpiled materiatermined by thsed of outside

rdance with It

accordance wto, the followi

ontract numbeh basin and aindividual sec

(including addge of test and

ble for the desomplete the W

cut the existinghe limits of exc


ARY

rately.

terial type andl the excavatio

al not reused he Engineer, e the Work Si

tem 956 and t

with Item 956ing informatio

er and descripppurtenancesctions;

ditional reinforcshipping stren

sign and consWork.

g Pavement incavation.


d stockpiled son to Subgrad

per 401.4.2.5shall becomeite.

the following

6, shop drawn:

ption; s;

cement arounngth.

struction of all

n a straight line


eparately. Sede, as directed

5 and excavae the property

new articles.

ings for each

nd large openi

temporary sh

e so that the W


Page 2

lected d by the

ted material y of the

h precast catc

ngs);

oring, bracing

Work does no

N

00

22

ch

g

ot

STADE

TRAFF

Janua

DIVISI 510 – Article with CA

512 – G The foaccord 512.2.

515 – The fo515.2. The fo515.4.

520 – This Itshall b This Itexposu 529 – New It 554 – 554.1.

SUMMANDARD SPARTMENTFIC CONTRO

ary, 2015

ION 500 - TR

GUIDE POST

510.2.7 was AN/CSA 080.

GUIDE RAIL

ollowing articldance with AA

4.1 Each se Na Ide Nu AA Cla

ENERGY-AB

ollowing article5 Posts sha

ollowing article4 The impa

installatio

CAST-IN-PLA

tem was revisbe installed on

tem was revisure C-XL.

CONCRETE-

tem incorpora

OVERHEAD

1 revised areinforced


OL DEVICES

RAFFIC CONT

TS

revised to in.

le was addedASHTO M180

ection of guideme or brand ontification symmber and coaSHTO Spec #

ass and Type.

BSORBING G

e was removeall be a steel

e was removeact end of eacon if the line is

ACE CONCR

sed to indicaten the median

sed to indica

-ENCASED D

ated in the 20

SIGN STRUC

as follows: Thd concrete fou


TROL DEVIC

dicate that pr

d to clarify w0.

e rail, in accoof manufacturmbols or codeating lot; #; and

GUIDE RAIL T

ed as there ar“breakaway”

ed. ch EAGRT ms not on a hor

RETE BARRIE

e that delineabarrier every

te that concr

DUCT BANK S

15 edition.

CTURE FOU

is Item consiundation for a


SUMMARY

ES

reservation an

which marking

rdance with Arer; e for heat;

TERMINAL

re other typestype designe

may be offset rizontal curve

ER

ators shall be15 m on tang

rete shall be

SYSTEM

NDATION

sts of the excan overhead s


nd wood prod

gs are requir

AASHTO M18

s of post that d for the EAG

up to 600 mme, as determin

e available frogents and ver

supplied in a

cavation, shosign Structure

5 UCTION CTURE

ducts shall be

red on each

80, requires m

are acceptabGRT to be sup

m away from ned by the En

om the Ownerry 7.5 m on cu

accordance w

oring, construce.

DI

e supplied in a

section of g

markings as fol

ble. pplied on the

the line of thngineer.

r from stock. urves.

with CSA A23

ction and bac

VISION 500

Page 23

accordance

guide rail in

llows:

Contract.

he guide rail

Delineators

3.1, class of

ckfilling of a

TRA

Jan

555 The 555

555

571 Tabfromexc Tab(g/Ladd Thefollowetcon The 571

571

Crowid 571

Tesby

AFFIC CONT

nuary, 2015

5 – OVERHEA

e following ar

5.4 .4 Insp

.1

.2 .3 .4

5.4.5 .4

1 – PAVEMEN

ble 571-1 Mom the table. Tceed 600 mg/

ble 571-2 ChL) (Lead chroded to the tab

e note in Tabows: Non-tract film thicknenditions ≥ 80%

e following ar

1.4.2.3.2 Eqhaa

1.4.2.3.3 EqteDe

oss-hatching de per 571.4.6

1.4.6.7.2 reof

sting costs frothe Contracto

S

TROL DEVIC

AD SIGN STR

rticles were ad

pection and Te

A visual inspwelds as a re

.1 The inspwith CAN

The inspecto

Faulty welds

Corrected we

A minimum osecurely attathe same day

NT MARKING

odifications tThe following/kg.

hemical Propomate contentble: 3) Lead C

ble 571-3 Phycking time for

ess applied o%.

rticles were re

quipment shaatched islandwidth of 450

quipment shamplates withevices for Ca

line shall be 6.6.

evised as follof paint for Oil

om the appeaor is test resul

SUMSTANDARD

DEPARTMES

RUCTURE

dded.

esting

pection shall esult of the tra

ection shall bN/CSA W178.

or’s report sha

shall be corre

elds shall be r

of 20 m2 of sched until they it is erected

GS

to CGSB 1.20g note was ad

perties of Wt – min 87%)

Content (if pre

ysical Properr Regular Waton dry pavem

evised.

all be capables at a width omm and "Sto

all be capablh dimensionsnada, Part C

450 mm wid

ows: Overlay Based paint a

al shall be borlts fail per 57


SUMMA

be carried oansportation o

be carried out.2.

all be submitte

ected as spec

re-inspected.

ign panel (or e sign panels .

06-M-89, Chrdded to the ta

Waterborne Trwas deleted fsent) not to e

rties of Wateter Based str

ment having t

e of painting of 100 mm orp" bars at a w

e of paintings as per the1 supplied by

de per 571.4.

glass beads and 0.8 kg/L o

rne by the Ow1.4.7.4.2.


ARY

out before erof the overhea

t by an indep

ed to the Eng

cified in CAN/

equivalent ware installed)

rome yellow (able: Lead C

raffic Paint, from the table

exceed 600 m

erborne Trafiping paint baemperature >

the longitudir 200 mm, anwidth of 400 6

g arrows ande Manual of y the Owner.

.6.5, and stop

shall be appof paint for W

wner if test res


rection to enad sign Struc

pendent inspe

gineer before

/CSA W59.2,

weight in sand) shall be inst

(as PBCrO4) Content (if pre

Medium Chre. The followin

mg/kg.

ffic Paint wasased on 375 > 10 C, und

nal lines outlnd cross-hatc600 mm.

similar markUniform Tra

p bars shall

plied at a rateWater Based p

sults are satis


sure there acture to the W

ector certified

erection of th

clause 5.12.

d filled bags wtalled upon th

was deleted esent) not to

rome Yellow ing note was

s revised as m (15 mils) der humidity

lining cross-ching bars at

kings, using affic Control

be 600 mm

e of 0.7 kg/L paint.

sfactory and


Page 2

re no crackeWork Site.

in accordanc

e Structure.

which must bhe Structure o

N

00

24

ed

ce

be on

STADE

ENVIR

Janua

DIVISI 604 – The fol 604.4.3

608 – The fo 608.2.

614- H The fo 614.2. 614.2.

Table

Seed FertilizHydrau

BinderMulch:Hay/stNote: A The fo614.4.

617 – New It

621- T There include


RONMENTAL

ary, 2015

ION 600- ENV

JUTE MATS

llowing article

3 Jute maprepareshaping

RANDOM RI

ollowing article

4 Random2.6 t/m3

HYDROSEED

ollowing article

9 Only proc

9.1 Proce

revised as fol

Ty

zer ulic Mulch: A

r (tackifer): A: traw bales/rolApplication ra

ollowing article7.3.1 Areas

hydro

ROOT WADS

tem incorpora

TEMPORARY

have been me:

This Item aMaterials fo


L

VIRONMENT

was revised f

ats shall be ied ditches theg of the ditche

PRAP

e was revised

m riprap shall 3 and angular

DING

es were delet

cessed straw

essed form of

llows:

ype of Mater

All

Application rat

ls/processed ate per manuf

e was reviseds of poor or oseeded shal

S

ated in the 20

Y WATER CO

many revision

pplies to Culvor temporary w


TAL

for clarification

installed alonge same day ases, and prior to

d for clarificati

consist of clesurfaces suc

ted.

mulch shall b

f straw mulch

Applicatrial

e per manufa

straw facturer’s spe

d to eliminate no growth whl be reseeded

15 edition.

NTROL WOR

ns to this Ite

verts with a nworking pads


SUMMARY

n.

g the full lengs removal of oo hydroseedin

ion.

ean, hard, souh that the roc

be used for H

being shredd

Table 614-3tion Rates fo

acturer’s spec

ecifications.

misinterpretahich exceed d as determin

RKS

m, please re

ominal ID gres shall be supp


gth of all CE on which eros

ng.

und, durable rks interlock w

ydroseeding

ded straw.

3 or Hydroseed

“B” (kg/ha

125 375 500

cifications.

Per 616

ations of the afive percent

ned by the En

efer to Item fo

eater than 120plied in accor

5 UCTION CTURE

ditches and sion structures

rock, having awhen placed.

BM.

d

)

6.4

areas to be re(measured cgineer.

for full details

00 mm, unlesrdance with S

DI

all topsoiled s are removed

a density of n

"BM(kg/h

200375500

Straw only

eseeded. cumulatively)

s. Some of th

ss otherwise iStandard Draw

VISION 600

Page 25

ditches the d, after final

ot less than

M" ha) 0 5 0

per 616.4

of the area

he changes

indicated. wing 621-1.

ENV

Jan

622 New

623 New 630 New

VIRONMENT

nuary, 2015

The desand dracapacity

The follo

Penalty followedcapacity

2 – FISH RES

w Item incorp

3 – CULVERT

w Item incorp

0 – SOIL REIN

w Item incorp

S

TAL

sign of each awings of they. owing informaDrainage AreTime of ConcRunoff CoeffiDesign Flow Minimum Spewill not apply

d. The Contray.

SCUE

porated in the

T EROSION P

porated in the

NFORCEMEN

porated in the

SUMSTANDARD

DEPARTM

TWCW plan e TWCW des

ation is provideea centration icient (Q100) ecified Flow Cduring period

actor shall su

2015 edition

PROTECTION

2015 edition

NT

2015 edition


SUMMA

shall include signed to ac

ed on the draw

Capacity. ds of flow exceubmit docume

.

N

.

.


ARY

the flow capcommodate

wings for each

eeding the floentation that v


pacity, the proor exceed th

h watercourse

ow capacity prverifies that t


oposed methohe minimum

e crossing:

rovided the TWthe flow exce


Page 2

od, descriptiospecified flo

WCW plan waeeded the flo

N

00

26

on ow

as ow

STADE

PAYM

Janua

DIVISI 810 – A fixed262 anbe mareclaim The fix 812 –

The fo 812.3.

The foagency 812.3.

825 –

The fo 825.6.


MENTS & ADJ

ary, 2015

ION 800- PAY

FIXED RATE

d rate of $300nd 263. The qde at the fixe

med/recycled

xed rate for S

EXTRA WOR

ollowing article

7 .4 If delaythe appSite spe

.1 StaExt

ollowing articley.

8.2.3.2 TheExt

MOBILIZATIO

ollowing article

2 The total completedContract b

MARY OF RPECIFICATT of TRANSJUSTMENTS

YMENTS & A

ES

0.00 per tonnequantity for thid rate only if material.

teel H Pile Sp

RK

e was revised

ys occur that plicable rentaecifically for E

andby time shtra Work was

e was added

e Contractor stra Work, in o

ON

e was revised

of this Item wd in the Workbid or greater


S

ADJUSTMENT

e was added is item is for tadded in the

plices was rev

d to address s

are directly al rate for the

Extra Work.

hall not be paiordered.

in order to cla

shall provide order to be rei

d.

will be paid onk Area on Itemthan $250,00


SUMMARY

TS

to Table 801-the addition odesign mix fo

vised to $800

standby time.

ttributable to Equipment c

d for Equipm

arify how fuel

proof of the ambursed.

n the first Progms other than

00.


-1 Fixed Rateof Portland ceormula and in

0.00 per splice

the Extra Wocarrying out th

ent that was

l is reimburse

amount of fue

gress Estimatn this Item is

5 UCTION CTURE

tes for Portlanement as a stancorporated in

e in Table 81

ork, standby the Extra Work

on the Work

d for equipme

el, for Equipm

te, provided thgreater than

DI

nd Cement unabilizer and pnto the

0-1 Fixed Ra

time shall be k brought ont

Site at the tim

ent rented fro

ent utilized so

hat the value five percent

VISION 800

Page 27

nder Items payment will

ates.

paid at half to the Work

me the

om a rental

olely on

of the Work of the Total

STA

Jan

DIV 931 A s 931

The 931

ANDARD CO

nuary, 2015

VISION 900- S

1 – SCALES A

section on loa

1.3 LOADER

.1 The .2 Mea .3 Mea

Con .4 Loa

as m .5 Loa

conc .6 Loa .7 Loa

othe .8 Loa

will .9 The

loadwhe

.10 The

and

e truck platfor

1.4.4 MeasuContra

.1 AsCoCo

.1

.2 If resesc

.4 The temade

S

ONDITIONS

STANDARD C

AND WEIGH

der scales wa

R SCALES P

following pol

asurement Ca

asurement Cantractors are a

der scales wmaterials unde

der scales wicrete, concret

der scales wi

der scales wier material pri

der scales thnot be accept

Contractor sder scales to ether the scale

Contractor, acertified the

rm scales poli

urement Canaactors are ab

s a result of aontractor’s scontractor will

A report of office withi

the Contractoeleased from services. Oncechedule a re-i

est weights atavailable for

SUMSTANDARD

DEPARTM

CONDITIONS

ING PROCED

as added to th

OLICY

icy shall appl

anada is the o

anada will peabiding by the

ill be acceptaer Item 121, 1

ll not be accete, and any o

ll not be acce

ill not be accemarily used f

at do not comted for use on

shall be respocorrectly weies are owned

at his/her ownloader scales

icy was revise

ada will perfoiding by the p

a routine inspecale is non-cobe required to

the alterationn 7 Days.

or’s scale is pseizure by Me

e the scale hanspection.

t the Saint Johuse by the C


SUMMA

S

DURES

he Item.

y to the Cont

only company

erform periodie provisions o

able for weigh167, 201, 203

eptable for wether material

eptable for we

eptable for wefor landscapin

mply with the n the Owner’s

onsible for thgh, within de

d by his/her co

n expense, shs.

ed to reflect c

orm periodic mprovisions of t

ection, if a Meompliant, a noo have their d

n or repair sha

placed under seasurement Cs been broug

hn MC office ontractor or a


ARY

tractor’s loade

y that may ins

ic marketplacof the Weights

hing of raw m3, 204, and 60

eighing manufconsisting of

eighing winter

eighing topsong purposes.

equipment res Work.

he mechanicasignated toleompany, subc

hall ensure th

current practic

marketplace mthe Weights a

easurement Cotice of non-codevice repaire

all be sent to

seizure, repaiCanada prior tght back into c

are for use bya Private Scal


er scales used

spect and cert

ce monitorings and Measur

materials used08.

factured roadf binder comb

r sand or salt.

oil, ornamenta

estrictions on

al condition aerances, matecontractor, a s

hat Measurem

ces from Mea

monitoring insand Measures

Canada Inspeompliance wiled.

the nearest M

irs must be coto the scale bcompliance, M

y MC personnle Company.


d on the Cont

tify loader sca

g inspections res Act and R

d in road con

d materials incbined with agg

.

al rocks and g

the certificate

and proper operials used onsupplier, or o

ment Canada

asurement Ca

spections to es Act and Reg

ector determinll be issued a

Measurement

ompleted andbeing put bacMeasurement

nel only and w


Page 2

tract.

ales.

to ensure thaRegulations.

struction, suc

cluding asphagregates.

gravels, or an

e of inspectio

peration of thn the Contrac

other.

has inspecte

anada.

ensure that gulations.

nes that a and the

t Canada

d the scale k into t Canada may

will not be

N

00

28

at

ch

alt

ny

on

he ct,

ed

y

STADE

STAN

Janua

931.4.

931.4.

The fo 931.8.

SUMMANDARD SPARTMENTDARD COND

ary, 2015

.1 The thavin

.5 MC will d

.1 If, forcheckadjusagain

.1 Ucrebe

5 Upon therandom c

.1 The thavin

7 The Contproperly i931.3.8.1logo, the

ollowing was u

1 Table 931Measuremscales. Tto the We

AdvatAggreAll WeFleetwMettleWeigh

Note:*


DITIONS

term "Private ng standard te

o control (ran

r measuremenk (random or stments or repn.

Upon request check, the MCeinspection. I

by a Private Sexpense.

request of thchecks in orde

term “Private ng standard te

tractor shall einstalled and and have affdate of testin

updated unde

1-1 lists the Pment Canadahe listed accreights and Me

tek Systems Iegate Equipmeigh Systemsway Inc. er-Toledo Inc.h-Tronix Cana

* identifies acinspection


Scale Compaest weights m

ndom) checks

nt errors, the unscheduled

pairs and requ

by the ContraC inspector wif the MC insp

Scale Compan

he Engineer, ter to verify ca

Scale Compaest weights m

ensure that a Pcalibrated insfixed thereon

ng inspection,

er Private Sca

Private Scale a have certifieredited Privateasures Act.

Accred

nc. ment (Atlantic) s (2002) Inc.

. ada

ccredited Priva


SUMMARY

any" shall memeeting the req

s of contractor

scales have inspection), uest MC to re

actor to MC toill advise the Cpector is not any. In either c

the Contractoalibration of ce

any” shall memeeting the req

Private Scalespected by a

a test stickerthe technicia

ale Companie

Companies wed for calibratie Scale Com

Table dited Private

MLimited Tr

FrSaCAtFrQ

ate Scale Co


ean any of thequirements o

rs' scales thro

been rejectedthe Contracto

einspect the s

o inspect scaContractor ofavailable the Case, the reins

or shall engagertain scales.

an any of thequirements o

e Company haPrivate Scaler bearing the an's signature

es.

which have teing and checkpanies are au

931-1 e Scale Comp

Moncton, NB ruro, NS redericton, NBaint John, NBanada tlantic Canadredericton, NB

Quebec, QC mpanies that

5 UCTION CTURE

e companies lof 931.5.

oughout the y

d by an MC inor shall makescales to perm

ales rejected bf her/his availaContractor shspection will b

ge a Private S

e companies lof 931.6.

as verified thae Company asPrivate Scale

e, and any per

est standard wking contractouthorized to p

panies

506-85902-89

B 800-56B 506-64

800-66da B

800-56506-45888-49

t may perform

DI

listed in Table

year.

nspector at a the necessa

mit them to be

by MC on a coability to do th

hall arrange rebe at The Con

Scale Compan

isted in Table

at the scales s per 931.4.7e Company's rtinent remark

weights whichors' truck platperform testin

57-0909 6-8943 3-9344 8-2226 3-5456 5-7889

54-4010 6-9019

m initial

VISION 900

Page 29

e 931-1

control ry

e used

ontrol he einspection ntractor's

ny to do

e 931-1

have been .1 name or ks.

h tform g pursuant

STA

Jan

932 The 932

933 Thebe 933

946 Ma 946

946

946

ANDARD CO

nuary, 2015

2 – PRIVATE

e following ar

2.4.4 The Crequire

.1 O

.1

.2

.2 Om

.3 O

3 – HEAVY E

e following arno damage to

3.3.6 The athan 3

.1 Th

En

6 – WORK PR

ny changes w

6.1.2 Erodinclutype613

6.2.1 For or o946ther

6.2.2 Thetheror s

S

ONDITIONS

TRUCKS

rticles were ad

Contractor sements:

perator has sOccupationWorkplace Work Area

OHS and WSafety Assthe Associa

WATCM aw

perator has aterial.

perator has c

QUIPMENT

rticle was addo the culvert i

pproval of the3 m of fill.

he Contractongineer, in su

ROGRESSIO

were done to

dible materialude cohesive es of rock han.

the purposestherwise unst.3.3, are base

rein no later th

extent of eacrein) shall be shall be as ind

SUMSTANDARD

DEPARTM

dded to updat

shall ensure

successfully cnal Health andHazardous MTraffic Contr

WHMIS trainisociation (NBation of Safet

wareness trai

met the requ

carried out a p

ded to ensureif heavy equip

e Engineer is

or shall submupport of such

ON

Item 946 whi

includes anyand organic

ndled under It

s of this Item, tabilized on aed on the prehan 30 days a

ch Work Areasubmitted in w

dicated on the


SUMMA

te the require

that operat

completed thed Safety (OHMaterial Informrol Manual (W

ng courses sCSA); Safety

ty and Health

ining is availa

uired driver’s

pre-trip inspec

e that detailedpment hauls o

required prio

mit detailed ch request at le

ch are listed b

y material thatsoils handledem 107, 108

a Work Area a given Day, itmise of compafter beginnin

a (station limitwriting before

e approved ini


ARY

ements for Pri

tors of “Priv

e following safS) Awarenesmation System

WATCM) Awar

shall be providy Services NeConsultants

able on the NB

licence for t

ction each da

d calculationsover the culve

or to Heavy Eq

calculations seast 7 Days b

below.

t has the poted under Item 1

or 121; and t

is an area oft is date specpleting and stang them. Work

s, estimated qe Work under itial and subs


ivate Trucks.

vate Trucks”

fety training:s; m (WHMIS) trreness.

ded by the New Brunswicand Trainers

BDTI website

the type of “

ay that the “Tr

s are completert with less th

quipment hau

stamped and before hauling

ential to relea106, 107 or 12topsoil handle

f the Work Sitcific. having limabilizing erosk Areas may

quantities andItem 102, 10

sequent Work


have met

raining; and

ew Brunswick (SSNB); or (ASHCAT).

e.

“Truck” being

ruck” is used.

ted to ensurehan 3 metres

uling over Cul

signed by ag is due to com

ase sediment.21; mudstone

ed under Item

te which has bmits that, notwion-prone cutvary in size, a

d duration of 06, 107, 108 ok schedules.


Page 3

the followin

ck Constructior a member o

g used to ha

e that there wof fill.

lverts with les

a Professionammence.

typically e or similar

m 106, 107 or

been grubbedwithstanding ts and fills as follows:

cut/fill Work or 121 begins

N

00

30

ng

on of

ul

will

ss

al

d

,

STADE

STAN

Janua

946.2.

946.3.

946.3.

946.4

946.5


ary, 2015

4 The 30one we

3 Work Alarge (pmulche

4 Stabilizcut the Contracerosion

UNCOM

.1 Wocomcondayare

.2 Gru

conthe616aba

.1

.3 WoItem30-mu

OTHER

.1 ErostaDo

.2 EropoiItem

.3 Are

failthe

.4 Are

by Item


DITIONS

-Day period seek from comm

Areas that canper 946.2.1.2)ed under Item

zation is not reContractor inctor shall addn control meas

MPLETED W

ork Areas thatmpleted by thntinue diligenty period as die completed.

ubbed and strnstruction, or e potential for 6.4 at the Conandonment, w

Abandonmewithout validconditions dDENV or othContractor’s

ork Areas thatm 616, excep-day period anlched per 616

R

osion-prone ebilized in acccuments.

osion-prone cnts and contrm 602 and Ite

eas that have ure before hy

e Contractor’s

eas that have precipitation, m 812 and hy


shall begin themencement o

nnot be comp), or because616 as direc

equired on thendicates shall dress the releasures.

WORK AREAS

t have been ue end of the 3tly on the cutsrected by the

ripped Work Athat have beefines to be w

ntractor’s expwhichever is s

ent shall meand cause. Validdue to precipither regulatorys actions or fa

t are not compt that any expny Work Area6.2 and 616.4

embankmentscordance with

uts shall be erolled by Sediem 605, respe

been acceptaydroseeding h expense and

been acceptarunoff or slop

ydroseeded u


SUMMARY

e day that gruof grubbing, w

leted within thof prolongedted by the En

e top surfacebe excavated

ase of suspen

S

under continu30-Day periods and fills, wh

e Engineer pe

Areas that haen abandoned

washed into a pense by the esooner.

n ceasing cond cause wouldtation, or an oy agency to ceailure to act.

pleted at the posed areas tas the Contra4 at the Contr

s constructed Item 948 and

excavated sucment Control

ectively or as

ably shaped bhas been dond then hydros

ably shaped ape failure, shander Item 614


ubbing, strippwhichever is s

he 30-day ped wet weatherngineer.

of a fill or ond within one wnded solids th

ous and diliged shall be stahich and shaller Item 616, u

ave not been ud with cuts/filwatercourse,end of the 30-

nstruction on d include prolorder by the Eease Work fo

time of wintethe Contractoctor failed to

ractor’s expen

within 50 30d as elsewhe

ch that runoff l Fence and/ootherwise dir

but are damae, shall be ac

seeded under

and hydroseeall be repaired4.

5 UCTION CTURE

ping, cut, fill cosooner.

riod becauser, shall have a

n the floor of aweek after thehrough the ins

ent constructiabilized per 94 be stabilizedntil final shap

under continuls uncomplete, shall be mul-Day period o

the cuts and longed wet wEngineer or ofor reasons no

r shutdown shor failed to mumulch under

nse.

m of natural wre specified in

f is directed toor Erosion Corected by the

aged by precipcceptably repar Item 614.

eded, but are d, reshaped u

DI

onstruction be

cut/fill quantiall erodible m

a cut, or on the 30th day hostallation of a

ion but are no46.3.3. Work d each succesping and hydro

uous and/or ded, and whichched per 616

or by the 7th D

fills in a Workweather, unwo

fficials from Dt attributable

hall be mulchulch under a p946.4.2 shall

watercoursesn the Contrac

o one or two montrol Structur

Engineer.

pitation, runofaired and res

subsequentlyunder the pro

VISION 900

Page 31

egins, or

ities are too aterials

e part of a owever the applicable

ot shall ssive 30-oseeding

iligent h present 6.2 and Day after

k Area orkable site DFO, DELG

to the

hed under previous be

s shall be ct

more exit res per

ff or slope shaped at

y damaged visions of

STA

Jan

946

947 The 947

948 Thewat 948

953 BidAss 953

ANDARD CO

nuary, 2015

6.5 .5

.6

.7

7 – DISPOSA

e following ar

7.1.10 Disposappeaobtainsatisfaeither

8 – ENVIRON

e following artercourse, we

8.8.3 Fuel aground

3 – AUDITED

dders must nsociation as p

3.2 DETAIL

.1 Withthe RecCon

.1

S

ONDITIONS

If stabilizationthis Item, the(except SunduncompletedDay after aba

The “Item 94of work progr

Rock cuts shEngineer agrleft in place funless the roerodible mate

.1 Rock fillsincludingmaterial

AL AREA

rticle was revis

sal areas shaarance, and ning guidanceaction of the removed or s

NMENTAL RE

rticle was revietland or groun

and other hazdwater source

SAFETY PRO

ow submit thpart of their te

S

hin 12 Days aContractor s

cognition (COnstruction Safe

Tenders with

SUMSTANDARD

DEPARTM

n of erodible me Contractor sdays and statud, beginning oandonment, w

6 Work Progrression.

hall be subjectrees that somfor use at a laock cut foresloerial under 94

s shall be subg stabilization under 946.1.2

sed to ensure

all be construcshall be hy

e from the deEngineer. Wishaped to a u

EQUIREMENT

ised to ensurendwater sourc

zardous matere (private well

OGRAM

heir Certificatender. Articles

after tenders shall submit TR) issued unety Associatio

hout certificati


SUMMA

materials hasshall pay to thutory holidays

on the third dawhichever is s

ression Track

t to the Work me of the in sit

ter date. The opes and ditch46.1.2 or othe

bject to the Woif the slopes 2 or otherwise

e that slopes a

cted such thaydroseeded, scribed work indrows of ea

uniform and le

TS

e that fuel ance.

rials shall not), as identified

te of Recogns were revised

for the ContThe Bidder sder the Certifon (NBCSA),

on at tender o


ARY

s not been pee Owner a pes) that the reqay following thsooner.

king Report” is

Area and 30-tu rock and/orstabilization

hes are to beerwise release

ork Area and are to be topse release sed

are construct

at the slopes amulched or progression

arth or debrisevel condition

d other hazar

t be stored wid in the field b

nition from thd as follows.

ract are openshall submit, ficate of Recoor approved

opening will b


rformed by thenalty of $500quired Work rhe end of the

s considered

-Day requiremr blasted but urequirements

e topsoiled or e sediment.

30-Day requsoiled or are

diment.

ted stable.

are stable anotherwise s

details as nos on either sid.

rdous materia

ithin 100 m oby the Enginee

he New Brun

ned, and prioas part of thognition Progalternative.

be rejected.


he 30th Day a0.00 $1000.00remains unsta30-Day perio

as official do

ments of 946.unexcavated s of 946.3 do are deemed

irements of 9deemed to be

nd left in a neastabilized agoted in Item 9de of the ent

als are not sto

of a watercourer.

nswick Const

or to award oheir tender, agram by the N


Page 3

as described i0 for each Daabilized od or the 10th

cumentation

2 unless the rock may be not apply to be an

946.2, e an erodible

at and finishegainst erosio946 and to thtrance shall b

ored close to

rse, wetland o

truction Safe

f the Contraca Certificate oNew Brunswic

N

00

32

in ay

h

ed n,

he be

a

or

ty

ct, of ck

STADE

STAN

Janua

958 – 958.4

958.5


ary, 2015

FORMWORK

CORROSIO .1 Tie wire

than the .2 Form ti

below t

.3 If hangconcret

.1 Ho


DITIONS

K

ON PREVENT

es, form ties, e specified co

es shall be ofthe finished s

ger removal lete mortar cons

les less than


TION

bolts, hardwaover minus 10

f such a type urface of the

eaves a holesistent with th

13 mm may b


SUMMARY

are and other0 mm from the

that they canconcrete leav

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SUMMARY OF REVISIONS FOR JANUARY, 2015 ... – JUTE 608 – RAN 614 – HYD 617 – ROO 621 – TEM...

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