SlideShare a Scribd company logo
1 of 1
Download to read offline
September/October 2015 construction business 29
Public Works
U
rbanization is making its mark on
many large Canadian cities. With
populations in major metropolitan
areas consistently growing, increasing
traffic demands put an added strain on transpor-
tation infrastructure. With existing transporta-
tion routes built for very different infrastructure
needs and requirements, conditions are deterio-
rating and cannot be sustained for much longer.
Whether to rehabilitate or construct new
infrastructure is a dilemma that many owners
face, and both options come with their own
special challenges. However, when demolishing
an old structure and constructing a new one is
not an available option, owners must look for
long-term rehabilitation solutions. This situa-
tion especially rings true for the aging bridges
across the nation.
For this reason, developing advanced rehabili-
tation techniques and optimizing service life de-
sign has become exponentially more important
as outdated infrastructure becomes more and
more commonplace.
ENGINEERING INNOVATIONS
Buckland & Taylor | COWI (B&T) has been
heavily involved in major bridge rehabilitation
projects since 1972. With this involvement have
come multiple advancements in detailed reha-
bilitation design technologies including seismic
innovations.
In order to address the challenge of optimiz-
ing and maintaining the service life of bridges
in the most cost-effective way possible, B&T
has developed unprecedented design and erec-
tion engineering schemes to replace the en-
tire suspended structure of major suspension
bridges. This complex procedure has become
revolutionary throughout the industry for
its technical, aesthetic and holistic solution
towards deck rehabilitation. It involves re-
placing the entire suspended structure of the
bridge in segments during nighttime closures,
and re-opening the bridge again to the com-
muter traffic rush each morning.
Our first experience with such a complex re-
decking project was in 2001 on the Lions’ Gate
Bridge in Vancouver, B.C., where we carried out
the final bridge design and acted as the owner’s
engineer during construction, reviewing the
contractor’s erection scheme. On the Macdon-
ald Bridge project, we not only designed the fi-
nal bridge, but also developed the sequences to
be followed by the contractor during erection.
BUILDINGANOVASCOTIAN LEGACY
Angus L. Macdonald Bridge or the “Old Bridge,”
as it is locally known, is a lifeline of the metro-
politan City of Halifax, Nova Scotia, providing
vehicles, cyclists and pedestrians with access to
the downtown core since 1955. The design of
the bridge redecking addressed the major chal-
lenges associated with extending the life of the
bridge, and in doing so improved the transporta-
tion route for the local community.
The suspended portion (including 46 deck
segments, stiffening trusses and hangers) of the
Macdonald Bridge underwent a full deck re-
placement during 10.5-hour nighttime closures,
and was re-opened each morning to traffic.
The severe Halifax wind climate, the urban
location, and the proximity to Department of
National Defense — Forces buildings directly
below the construction area have posed signifi-
cant challenges throughout the design process.
During a typical installation cycle, existing
20  m (65  ft) long deck segments (weighing
approximately 150 tons each) are cut free and
lowered onto a barge. A new, pre-fabricated
segment is lifted into place and is connected,
first to the old and then to the previous new
deck segment. In the case of the Macdonald
side spans on the Halifax end, where the bridge
is above Department of National Defense —
Forces property, 10  m (33  ft) long segments
were supplied and removed by a transporter on
the bridge, rather than being supplied and re-
moved from below.
Upon completion, in a unique operation, the
bridge will be gradually lifted to result in an in-
creased shipping clearance of 2.9  m (10  ft) at
mid span. This will allow larger ships to pass un-
derneath to access nearby port facilities, thereby
increasing port business and competiveness.
A very important feature of the project is the
benefits that come with the focus on increasing
service life design. Our durability methods are
giving old bridges a second chance at life. In the
case of Macdonald Bridge, our design reduces
maintenance and enhances sustainability in
four ways. These include: using smooth welded
joints to replace the existing riveted ones (re-
ducing costly crevice corrosion); reducing the
area to be painted by half; ensuring that almost
all the steel to be painted is under the deck,
protected from deicing salt spray; and install-
ing a main cable dehumidification system to ef-
fectively protect them from corrosion.
This type of rehabilitation project also brings
a number of benefits to the economy and sur-
rounding community.
Together, the travelling public, stakeholders,
owners and contractors share in the benefits.
These include: minimizing effects on traffic
with no interruption during peak demand hours
Monday to Friday; providing an entire, brand
new suspended structure; reducing the demands
on the main cables and towers due to a lighter re-
placement deck (resulting in a greater safety fac-
tor for the major existing bridge elements); pro-
viding wider roadway lanes, and improved and
more durable pavement; increasing the vertical
clearance for ships; providing a quieter route due
to new, smoother expansion joints; and provid-
ing greater aerodynamic stability with a stronger
deck structure.
Such a complex feat of engineering also at-
tracts attention from around the world that
is sure to have a lasting effect on the economy
through increased business and additional en-
gineering and construction jobs. In addition,
long-span bridge engineering technology is be-
ing transferred to the region, which fuels innova-
tion in the profession.
CONTRUCTING FOR THE FUTURE
Aging transportation infrastructure may be
challenging our nation, but by continuously de-
veloping innovative and cost effective engineer-
ing techniques, owners can be assured that using
careful, creative engineering to arrive at suitable
rehabilitation options can provide the long-term
solutions that they require.
Keith Kirkwood, P.Eng., is chief project
manager at Buckland & Taylor | COWI in
North Vancouver, BC.
Rehabilitating Aging Bridges
By Keith Kirkwood

More Related Content

What's hot

PS-1 SUMMARY NHAI
PS-1 SUMMARY NHAIPS-1 SUMMARY NHAI
PS-1 SUMMARY NHAIStudent
 
East Cowes - Proposed development - Solent Gateways - Dec 2014
East Cowes - Proposed development - Solent Gateways - Dec 2014East Cowes - Proposed development - Solent Gateways - Dec 2014
East Cowes - Proposed development - Solent Gateways - Dec 2014onthewight
 
Very large floating structures
Very large floating structuresVery large floating structures
Very large floating structuresarunsrinad
 
Final Assignment Statics
Final Assignment StaticsFinal Assignment Statics
Final Assignment StaticsAbdul Shuib
 
Floating Construction
Floating ConstructionFloating Construction
Floating Constructionvivatechijri
 
Introducing gill cells in pontoon type floating structures
Introducing gill cells in pontoon type floating structuresIntroducing gill cells in pontoon type floating structures
Introducing gill cells in pontoon type floating structuresIAEME Publication
 
Bandra+worli+sea+link
Bandra+worli+sea+linkBandra+worli+sea+link
Bandra+worli+sea+linkASHOK KUMAR
 
Bridges Middle East - Rick Haggett - Qatar Bahrain Causeway Management
Bridges Middle East - Rick Haggett - Qatar Bahrain Causeway ManagementBridges Middle East - Rick Haggett - Qatar Bahrain Causeway Management
Bridges Middle East - Rick Haggett - Qatar Bahrain Causeway ManagementOliviaModisakeng
 
PIS Uyo - Ring Road Phases I
PIS Uyo - Ring Road Phases IPIS Uyo - Ring Road Phases I
PIS Uyo - Ring Road Phases ISven Maedler
 
Washinton State University/Manchester Fuel Depot Senior Project
Washinton State University/Manchester Fuel Depot Senior ProjectWashinton State University/Manchester Fuel Depot Senior Project
Washinton State University/Manchester Fuel Depot Senior ProjectWSUME_2013_A-TEAM
 

What's hot (20)

Construction engineering
Construction engineeringConstruction engineering
Construction engineering
 
IBC1677
IBC1677IBC1677
IBC1677
 
PS-1 SUMMARY NHAI
PS-1 SUMMARY NHAIPS-1 SUMMARY NHAI
PS-1 SUMMARY NHAI
 
Quebec disaster
Quebec disasterQuebec disaster
Quebec disaster
 
The Memorial Wall at Ground Zero
The Memorial Wall at Ground ZeroThe Memorial Wall at Ground Zero
The Memorial Wall at Ground Zero
 
14.30 tarek shuaib, pace
14.30 tarek shuaib, pace14.30 tarek shuaib, pace
14.30 tarek shuaib, pace
 
East Cowes - Proposed development - Solent Gateways - Dec 2014
East Cowes - Proposed development - Solent Gateways - Dec 2014East Cowes - Proposed development - Solent Gateways - Dec 2014
East Cowes - Proposed development - Solent Gateways - Dec 2014
 
Very large floating structures
Very large floating structuresVery large floating structures
Very large floating structures
 
Unusual Bridges
Unusual BridgesUnusual Bridges
Unusual Bridges
 
Final Assignment Statics
Final Assignment StaticsFinal Assignment Statics
Final Assignment Statics
 
Floating Construction
Floating ConstructionFloating Construction
Floating Construction
 
Introducing gill cells in pontoon type floating structures
Introducing gill cells in pontoon type floating structuresIntroducing gill cells in pontoon type floating structures
Introducing gill cells in pontoon type floating structures
 
Bandra+worli+sea+link
Bandra+worli+sea+linkBandra+worli+sea+link
Bandra+worli+sea+link
 
Highway Magazine Page 56 Buckingham Bridge
Highway Magazine Page 56 Buckingham BridgeHighway Magazine Page 56 Buckingham Bridge
Highway Magazine Page 56 Buckingham Bridge
 
Bridges Middle East - Rick Haggett - Qatar Bahrain Causeway Management
Bridges Middle East - Rick Haggett - Qatar Bahrain Causeway ManagementBridges Middle East - Rick Haggett - Qatar Bahrain Causeway Management
Bridges Middle East - Rick Haggett - Qatar Bahrain Causeway Management
 
Rio Antirio Bridge - Report
Rio Antirio Bridge - ReportRio Antirio Bridge - Report
Rio Antirio Bridge - Report
 
PIS Uyo - Ring Road Phases I
PIS Uyo - Ring Road Phases IPIS Uyo - Ring Road Phases I
PIS Uyo - Ring Road Phases I
 
Washinton State University/Manchester Fuel Depot Senior Project
Washinton State University/Manchester Fuel Depot Senior ProjectWashinton State University/Manchester Fuel Depot Senior Project
Washinton State University/Manchester Fuel Depot Senior Project
 
Assignment Week 6
Assignment Week 6Assignment Week 6
Assignment Week 6
 
Okeechobee Road from Krome Avenue to NW 79 Avenue PD&E Study presentation, Ju...
Okeechobee Road from Krome Avenue to NW 79 Avenue PD&E Study presentation, Ju...Okeechobee Road from Krome Avenue to NW 79 Avenue PD&E Study presentation, Ju...
Okeechobee Road from Krome Avenue to NW 79 Avenue PD&E Study presentation, Ju...
 

Viewers also liked

Viewers also liked (12)

Alfredo_Lopez_Castro_Resume_2016_rev
Alfredo_Lopez_Castro_Resume_2016_revAlfredo_Lopez_Castro_Resume_2016_rev
Alfredo_Lopez_Castro_Resume_2016_rev
 
Ejercicio 3
Ejercicio 3Ejercicio 3
Ejercicio 3
 
Kazka car-plaks-y-ta-loskoton
Kazka car-plaks-y-ta-loskotonKazka car-plaks-y-ta-loskoton
Kazka car-plaks-y-ta-loskoton
 
Portfolio_Jolene Chen
Portfolio_Jolene ChenPortfolio_Jolene Chen
Portfolio_Jolene Chen
 
CV-(SUMITH)
CV-(SUMITH)CV-(SUMITH)
CV-(SUMITH)
 
Application of Artificial Immune System Algorithms in Dataset Classification
Application of Artificial Immune System Algorithms in Dataset ClassificationApplication of Artificial Immune System Algorithms in Dataset Classification
Application of Artificial Immune System Algorithms in Dataset Classification
 
BLsoberJan09
BLsoberJan09BLsoberJan09
BLsoberJan09
 
Αφίσα από τους μαθητές του τμήματος Δ1
Αφίσα από τους μαθητές του τμήματος Δ1Αφίσα από τους μαθητές του τμήματος Δ1
Αφίσα από τους μαθητές του τμήματος Δ1
 
HR Magazine
HR MagazineHR Magazine
HR Magazine
 
Ejercicio 3
Ejercicio 3Ejercicio 3
Ejercicio 3
 
Slim honey ppt new
Slim honey ppt newSlim honey ppt new
Slim honey ppt new
 
Ejercicio 5
Ejercicio 5Ejercicio 5
Ejercicio 5
 

Similar to CB_SeptOct_2015_bridges

060626_Temple_Mills_Bridge_Reconstruction_Javad_Akhtar
060626_Temple_Mills_Bridge_Reconstruction_Javad_Akhtar060626_Temple_Mills_Bridge_Reconstruction_Javad_Akhtar
060626_Temple_Mills_Bridge_Reconstruction_Javad_AkhtarJavad Akhtar
 
Bridging Communities with Sinco Gates Bridge Rehabilitation
Bridging Communities with Sinco Gates Bridge RehabilitationBridging Communities with Sinco Gates Bridge Rehabilitation
Bridging Communities with Sinco Gates Bridge RehabilitationSinco Gates
 
Assignment 2
Assignment 2Assignment 2
Assignment 2Lisa Cain
 
Precast Bridges slides
Precast Bridges slidesPrecast Bridges slides
Precast Bridges slidesWaqas Javaid
 
ANALYSIS OF VIADUCT REHABILITATION PROJECTS IN MASSACHUSETTS AND CALIFORNIA: ...
ANALYSIS OF VIADUCT REHABILITATION PROJECTS IN MASSACHUSETTS AND CALIFORNIA: ...ANALYSIS OF VIADUCT REHABILITATION PROJECTS IN MASSACHUSETTS AND CALIFORNIA: ...
ANALYSIS OF VIADUCT REHABILITATION PROJECTS IN MASSACHUSETTS AND CALIFORNIA: ...Lucas de Brito Nascimento
 
2016-07-28 Martin Jacobs
2016-07-28 Martin Jacobs2016-07-28 Martin Jacobs
2016-07-28 Martin JacobsMartin Jacobs
 
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridgesReview on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridgesIRJET Journal
 
fastrack technologies in bridges ppt
fastrack technologies in bridges pptfastrack technologies in bridges ppt
fastrack technologies in bridges pptSrinivasulu Srinu
 
Construction Manual stone arch bridges
Construction Manual stone arch bridgesConstruction Manual stone arch bridges
Construction Manual stone arch bridgesPatrickTanz
 
Case study: Widening an existing bridge structure Challenges and solutions
Case study: Widening an existing bridge structure Challenges and solutionsCase study: Widening an existing bridge structure Challenges and solutions
Case study: Widening an existing bridge structure Challenges and solutionsIRJET Journal
 

Similar to CB_SeptOct_2015_bridges (20)

060626_Temple_Mills_Bridge_Reconstruction_Javad_Akhtar
060626_Temple_Mills_Bridge_Reconstruction_Javad_Akhtar060626_Temple_Mills_Bridge_Reconstruction_Javad_Akhtar
060626_Temple_Mills_Bridge_Reconstruction_Javad_Akhtar
 
BDE80_p10
BDE80_p10BDE80_p10
BDE80_p10
 
Bridging Communities with Sinco Gates Bridge Rehabilitation
Bridging Communities with Sinco Gates Bridge RehabilitationBridging Communities with Sinco Gates Bridge Rehabilitation
Bridging Communities with Sinco Gates Bridge Rehabilitation
 
Assignment 2
Assignment 2Assignment 2
Assignment 2
 
Abergeldie Brochure
Abergeldie BrochureAbergeldie Brochure
Abergeldie Brochure
 
Deh Cho Bridge
Deh Cho BridgeDeh Cho Bridge
Deh Cho Bridge
 
Precast Bridges slides
Precast Bridges slidesPrecast Bridges slides
Precast Bridges slides
 
Jamie Resume
Jamie ResumeJamie Resume
Jamie Resume
 
Reinforcement of Driscoll Bridge
Reinforcement of Driscoll BridgeReinforcement of Driscoll Bridge
Reinforcement of Driscoll Bridge
 
ANALYSIS OF VIADUCT REHABILITATION PROJECTS IN MASSACHUSETTS AND CALIFORNIA: ...
ANALYSIS OF VIADUCT REHABILITATION PROJECTS IN MASSACHUSETTS AND CALIFORNIA: ...ANALYSIS OF VIADUCT REHABILITATION PROJECTS IN MASSACHUSETTS AND CALIFORNIA: ...
ANALYSIS OF VIADUCT REHABILITATION PROJECTS IN MASSACHUSETTS AND CALIFORNIA: ...
 
Project
ProjectProject
Project
 
Theodor Nicolas Master
Theodor Nicolas MasterTheodor Nicolas Master
Theodor Nicolas Master
 
2016-07-28 Martin Jacobs
2016-07-28 Martin Jacobs2016-07-28 Martin Jacobs
2016-07-28 Martin Jacobs
 
Firas Abbawy CV - Atkins
Firas Abbawy CV - AtkinsFiras Abbawy CV - Atkins
Firas Abbawy CV - Atkins
 
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridgesReview on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
 
fastrack technologies in bridges ppt
fastrack technologies in bridges pptfastrack technologies in bridges ppt
fastrack technologies in bridges ppt
 
Harthill footbridge
Harthill footbridgeHarthill footbridge
Harthill footbridge
 
Construction Manual stone arch bridges
Construction Manual stone arch bridgesConstruction Manual stone arch bridges
Construction Manual stone arch bridges
 
Case study: Widening an existing bridge structure Challenges and solutions
Case study: Widening an existing bridge structure Challenges and solutionsCase study: Widening an existing bridge structure Challenges and solutions
Case study: Widening an existing bridge structure Challenges and solutions
 
Bridge rehabilitation
Bridge rehabilitationBridge rehabilitation
Bridge rehabilitation
 

CB_SeptOct_2015_bridges

  • 1. September/October 2015 construction business 29 Public Works U rbanization is making its mark on many large Canadian cities. With populations in major metropolitan areas consistently growing, increasing traffic demands put an added strain on transpor- tation infrastructure. With existing transporta- tion routes built for very different infrastructure needs and requirements, conditions are deterio- rating and cannot be sustained for much longer. Whether to rehabilitate or construct new infrastructure is a dilemma that many owners face, and both options come with their own special challenges. However, when demolishing an old structure and constructing a new one is not an available option, owners must look for long-term rehabilitation solutions. This situa- tion especially rings true for the aging bridges across the nation. For this reason, developing advanced rehabili- tation techniques and optimizing service life de- sign has become exponentially more important as outdated infrastructure becomes more and more commonplace. ENGINEERING INNOVATIONS Buckland & Taylor | COWI (B&T) has been heavily involved in major bridge rehabilitation projects since 1972. With this involvement have come multiple advancements in detailed reha- bilitation design technologies including seismic innovations. In order to address the challenge of optimiz- ing and maintaining the service life of bridges in the most cost-effective way possible, B&T has developed unprecedented design and erec- tion engineering schemes to replace the en- tire suspended structure of major suspension bridges. This complex procedure has become revolutionary throughout the industry for its technical, aesthetic and holistic solution towards deck rehabilitation. It involves re- placing the entire suspended structure of the bridge in segments during nighttime closures, and re-opening the bridge again to the com- muter traffic rush each morning. Our first experience with such a complex re- decking project was in 2001 on the Lions’ Gate Bridge in Vancouver, B.C., where we carried out the final bridge design and acted as the owner’s engineer during construction, reviewing the contractor’s erection scheme. On the Macdon- ald Bridge project, we not only designed the fi- nal bridge, but also developed the sequences to be followed by the contractor during erection. BUILDINGANOVASCOTIAN LEGACY Angus L. Macdonald Bridge or the “Old Bridge,” as it is locally known, is a lifeline of the metro- politan City of Halifax, Nova Scotia, providing vehicles, cyclists and pedestrians with access to the downtown core since 1955. The design of the bridge redecking addressed the major chal- lenges associated with extending the life of the bridge, and in doing so improved the transporta- tion route for the local community. The suspended portion (including 46 deck segments, stiffening trusses and hangers) of the Macdonald Bridge underwent a full deck re- placement during 10.5-hour nighttime closures, and was re-opened each morning to traffic. The severe Halifax wind climate, the urban location, and the proximity to Department of National Defense — Forces buildings directly below the construction area have posed signifi- cant challenges throughout the design process. During a typical installation cycle, existing 20  m (65  ft) long deck segments (weighing approximately 150 tons each) are cut free and lowered onto a barge. A new, pre-fabricated segment is lifted into place and is connected, first to the old and then to the previous new deck segment. In the case of the Macdonald side spans on the Halifax end, where the bridge is above Department of National Defense — Forces property, 10  m (33  ft) long segments were supplied and removed by a transporter on the bridge, rather than being supplied and re- moved from below. Upon completion, in a unique operation, the bridge will be gradually lifted to result in an in- creased shipping clearance of 2.9  m (10  ft) at mid span. This will allow larger ships to pass un- derneath to access nearby port facilities, thereby increasing port business and competiveness. A very important feature of the project is the benefits that come with the focus on increasing service life design. Our durability methods are giving old bridges a second chance at life. In the case of Macdonald Bridge, our design reduces maintenance and enhances sustainability in four ways. These include: using smooth welded joints to replace the existing riveted ones (re- ducing costly crevice corrosion); reducing the area to be painted by half; ensuring that almost all the steel to be painted is under the deck, protected from deicing salt spray; and install- ing a main cable dehumidification system to ef- fectively protect them from corrosion. This type of rehabilitation project also brings a number of benefits to the economy and sur- rounding community. Together, the travelling public, stakeholders, owners and contractors share in the benefits. These include: minimizing effects on traffic with no interruption during peak demand hours Monday to Friday; providing an entire, brand new suspended structure; reducing the demands on the main cables and towers due to a lighter re- placement deck (resulting in a greater safety fac- tor for the major existing bridge elements); pro- viding wider roadway lanes, and improved and more durable pavement; increasing the vertical clearance for ships; providing a quieter route due to new, smoother expansion joints; and provid- ing greater aerodynamic stability with a stronger deck structure. Such a complex feat of engineering also at- tracts attention from around the world that is sure to have a lasting effect on the economy through increased business and additional en- gineering and construction jobs. In addition, long-span bridge engineering technology is be- ing transferred to the region, which fuels innova- tion in the profession. CONTRUCTING FOR THE FUTURE Aging transportation infrastructure may be challenging our nation, but by continuously de- veloping innovative and cost effective engineer- ing techniques, owners can be assured that using careful, creative engineering to arrive at suitable rehabilitation options can provide the long-term solutions that they require. Keith Kirkwood, P.Eng., is chief project manager at Buckland & Taylor | COWI in North Vancouver, BC. Rehabilitating Aging Bridges By Keith Kirkwood