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TRANSCRIPT
ACCELERATED BRIDGE
CONSTRUCTION
THE CLAYTON STREET BRIDGE
REPLACEMENT
Malek Al-Khatib, P.E.,Vice President , Project Manager | Louis Berger
ASCE & SEAM January 15, 2015
Background
History of the Clayton Street Bridge
• First Massachusetts Bay Transportation Authority (MBTA) transit bridge built using Accelerated Bridge Construction (ABC) methods
• Built in 1911 and modified in 1926
• Deteriorated three-span steel structure with steel bents
• Replaced in 2013 with a single-span steel structure, thus opening up the street and the sidewalks below
• Design completed September 2012
• New structure erected November 2013
• Located in the Dorchester
neighborhood of Boston,
Massachusetts
• Mix of residential industrial
neighborhoods
• Part of the MBTA Ashmont
Red Line
• Frequent truck route
Location MapDorchester, Massachusetts
Clayton St. Bridge
Quick Facts
Field
Corner
Station
Braintree
Branch
• Steel elements showed
signs of deterioration
• Original 13’-10”
clearance was not
sufficient for current
truck traffic
• Steel bents blocking the
roadway caused hazards
for motorists and
obstructed sidewalks for
pedestrians
Old StructureCondition
steel bents
Through Girder Deck
Structure
obstructed sidewalks
13’-10” clearance
Challenges
Structure
• Low Clearance
• Truck collision damage
proved that low clearance
was an ongoing issue that
had to be fixed
Community and MBTA Red Line Operation
• Residential abutters cross the street from the bridge
• MBTA Red Line trains could not be shut down on
weekdays
• Limited number of possible Red Line weekend
shutdowns
• Coordination with other MBTA construction projects
Notice for public information meeting
Challenges
Challenges
Structure
500 ft. radius track curve
Challenges
Structure
50 degree bridge skew angle
Challenges
Structure
• Converting 3 span
structure to a single span
• Existing abutments
couldn’t sustain the load
increase
Challenges
Structure
• Framing Configuration
Challenges
MBTA System
• Traction power lines run
through the bridge
• Third rail and heater cables
run through the bridge and
were in poor condition
• Signal and communication
system was outdated and
not well plotted
• Rail sprinkler system runs
through the bridge and was
in poor condition
Challenges
MBTA System
• Conduct testing and tagging of signal and communication cable.
• Replace antiquated signal system and reducing the number of conductor cables from 500 to around 80
• Replace several manholes and junction boxes.
• Cannot combine power and signal cable conduits
• Maintain MBTA System operational.
Rendering for temporary bridge
Construction Site Constraints
• Limited ROW
• Heavy traffic on Clayton Street during rush hours
• City ordinance regarding noise and work hours
• Limited number of possible streets shutdowns
• Coordination with the utility companies
Challenges
• Clayton Street Bridge
clearance is the highest in
the area.
• Narrow residential one way
streets
• Main streets are congested
weekdays.
ChallengesTraffic Management Plan
(Clayton Closed & Dickens Closed
Weekend Hourly Schedule
Temporary BridgeUsed to re-route MBTA
systems off bridge during
construction
• Temporary bridge built in
Spring 2013 to re-route
cables off existing
structure
• Minimized interference
with train service during
construction
• (Left) temporary bridge
completed with utility
ducts re-routing utilities
System Work
System work without
interrupting service
• Systems were
replaced, re-routed
and/or upgraded
• New manholes were
installed
• New cables and
junction boxes
improved service
Strengthening Existing Abutments
40ft deep minipiles
85ft long tieback soil
anchors
Installation of tiebacks and mini piles
Strengthening Existing Abutments
40ft deep minipiles
85ft long tieback soil
anchors
Installation of tiebacks and mini piles
Strengthening Existing Abutments
Proposed Bridge
Existing BridgeInstallation of tiebacks and mini piles
Strengthening Existing
Abutments
Installation of Tiebacks
• 85-foot-long tiebacks
installed at design
angle while avoiding
existing steel bents
• Installed during two
weekend street
shutdowns while trains
were operational over
the bridge
Installation of Mini Piles
• 40-foot-long mini piles
cored through top of
existing abutment
• Installed during three
weekend Red Line
shutdowns while
keeping the streets
open below
Strengthening
Existing Abutments
New Bridge
Constructed on site
• New superstructure was
pre-assembled in the shop
• New superstructure
arrived in five panels and
was fully assembled onsite
• New superstructure was
assembled in yard
adjacent to existing
structure
• New structure was erected
on scaffolding
SPMT Units – ABC Construction
Self Propelled Modular Transit Units
• Two SPMT Units were used to transport bridge
• SPMT Units moved simultaneously and were controlled
by one operator
• Tires of SPMT Unit had 360º rotation capabilities for
ease of mobility and precision when placing new
structure on bearings
• Steel plates were placed along the path of the SPMT to
ensure proper load bearing capacity
Veteran’s Day
Weekend
• Friday Nov. 8, 2013:
Demolition; preparation
began after last train
• Saturday Nov. 9, 2013 at
noon: Clayton Street was
cleared of debris
Veteran’s Day Weekend
Preparing the Substructure
• Saturday 10 p.m.: Bearings and backwalls were
installed
• Existing backwalls were sawn off and cleaned along
with the existing bridge seats
• New backwalls were installed
• Lesson learned: Place down new bridge prior to
installing backwalls
• New bearings were installed and locations were
confirmed by surveyor
• Lesson learned: Ensure bearings and bearing
plates are level prior to placing down bridge
Veteran’s Day Weekend
Moving the Superstructure
• Saturday 5:30 p.m.: Bridge started to move
• SPMT Units lifted the bridge off the scaffolding at 5:30 p.m. on November 9th
• Media and residents gathered to watch the 500,000lb structure slowly roll into place
• Saturday 10:30 p.m.: Substructure modifications were completed, and the bridge began moving to its final position, and lowered on the new bearings.
• Bridge was successfully placed on the bearings and the track and ballast were replaced
• Sunday Nov. 10, 2013: bridge was completed.
• Monday 12:05: Track work completed for Monday morning service
• Service resumed for Monday morning commuters on schedule
ABC Planning/Design/Construction
Basic Elements
• Detailed planning, design, and constructability reviews.
• Proposed means and methods included in the bid documents.
• Attention to all details that affect schedule.
• Risk assessment and minimize unforeseen conditions.
• Detailed construction scheduling during the design phase, including hourly schedules and assignment of responsibilities, were necessary for success of weekend installation
• Detailed scheduling and dry-runs with the contractor to ensure smooth delivery
• Collaboration and open communication between owner, contractor and designer ensured a smooth weekend
ABC Planning/Design/Construction
Benefits of Accelerated Bridge Construction
• By conventional techniques, the replacement would
have taken an additional 10 months and $2 million to
complete
• Conventional methods would have resulted in several
weeks of Red Line and street closure
• Community engagement drove the project schedule
and ultimate success
• Due to proper preparation, work that was initially
scheduled for a 3-day weekend was successfully
completed in a 2-day weekend with no injuries or
accidents
Replacement Sequence 3D Animation
• The bridge was painted a light grey color to match surroundings
• Formliner was added to the face of the abutment walls
• New sidewalks were constructed and the roadway was paved and cleared
• New street lighting under the bridge
Finishing Touches
formliner
sidewalks
14’-0” clearance
lightings
Before & After
• Clearance was increased from 13’-10” to 14’-0”
• Sidewalks were widened
• Steel bents were removed
• Bird netting was installed to protect bridge seats
• Formliner was added for esthetics
Planning, attention to details, and partnering = Success