Title:
1"Covered Roadways in Urban Settings -
Reflections of a Structural Engineer"
2Topics to be discussed
- Issues of structural engineering related to
public policy specifically dealing with context
sensitive design issues in the design of
structures. - Focus will be on individual experiences during
the planning, design and construction of two
urban covered roadway projects built in new
jersey around 2000. - Comments will reflect concept development,
planning of the project, funding issues and
determination of architectural and structural
scheme
3Core Principles of CSS
-
- Thinking beyond the pavement conference in
maryland in 1998 - Outcomes - core principles about CSS product and
process that can be applied to both project
implementation and evaluation. - The definition of css was defined by
- "qualities that characterize excellence in
transportation design," - "characteristics of the process that yield
excellence." - These "qualities" and "characteristics" are goals
for any css project, and can also be used as
evaluation criteria upon its completion.
4"Qualities that Characterize Excellence in
Transportation Design"
- The project satisfies the purpose and needs as
agreed to by a full range of stakeholders. This
agreement is forged in the earliest phase of the
project and amended as warranted as the project
develops. - The project is a safe facility for both the user
and the community. - The project is in harmony with the community, and
it preserves environmental, scenic, aesthetic,
historic, and natural resource values of the
area, i.e., exhibits context sensitive design. - The project exceeds the expectations of both
designers and stakeholders and achieves a level
of excellence in people's minds. - The project involves efficient and effective use
of the resources (time, budget, community) of all
involved parties. - The project is designed and built with minimal
disruption to the community. - The project is seen as having added lasting value
to the community.
5The Characteristics of the Process that will
Yield Excellence in Transportation Design"
- Communication with all stakeholders is open,
honest, early, and continuous. - A multidisciplinary team is established early,
with disciplines based on the needs of the
specific project, and with the inclusion of the
public. - A full range of stakeholders is involved with
transportation officials in the scoping phase.
The purposes of the project are clearly defined,
and consensus on the scope is forged before
proceeding. - The highway development process is tailored to
meet the circumstances. This process should
examine multiple alternatives that will result in
a consensus of approach methods. - A commitment to the process from top agency
officials and local leaders is secured. - The public involvement process, which includes
informal meetings, is tailored to the project. - The landscape, the community, and valued
resources are understood before engineering
design is started. A full range of tools for
communication about project alternatives is used
(e.g., visualization).
6NCHRP Report 480 A Guide to Best Practices for
Achieving Context Sensitive Solutions
http//www.contextsensitivesolutions.org/content/r
eading/nchrp-report/ http//onlinepubs.trb.org/on
linepubs/nchrp/nchrp_rpt_480.pdf
7Large Project Details for Atlantic City
Brigantine Connector
- Atlantic City Brigantine ConnectorAtlantic City,
NJProject Start 1997 Project Complete
2001Project Value 190,595,000Joint Venture
CompanyYonkers/GCCOClient New Jersey Dept. of
TransportationSouth Jersey Transportation
AuthorityAtlandia Design Furnishings, Inc.(A
Mirage Resorts Inc. Co.) c/oParsons Brinckerhoff
Quade Douglas, Inc. 506 Carnegie Center
Blvd., 2nd FloorPrinceton, NJ 08540
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9Project Description
- The joint venture team of Yonkers Contracting
Co., Inc. and Granite Construction Company also
constructed a 2,900-foot cut and cover tunnel
with open depressed roadway sections on either
end. The tunnel, which goes under Route 30 and a
residential area, included storm water pump
stations, ventilation and related
electrical/mechanical systems. - The fast-paced project allowed 13 months for
design and 28 months for construction and was
expected to spur development in the citys
expanding casino area, where three new
casino-hotels were to be built.
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11Work Items
- 72,000 linear feet permanent piling
- 116,000 cubic yards structural concrete
- 74,000 tons asphalt pavement
- 7,400 linear feet AASHTO bridge girders
- 1,060 tons bridge structural steel
- 7,300 tons sheetpile shoring
- 4,330 tons excavation steel bracing
- 580,000 cubic yards excavation
- 650,000 cubic yards embankment
- 50,000 square feet MSE walls
- 17,000,000 pounds rebar
- 20,000 linear feet reinforced concrete pipe
- 24,840 linear feet permanent concrete barrier
rail - 630,000 square feet waterproofing
12Bids Received On A.C./Brigantine Connector
Project
- Bids for the design/build contract on the
Atlantic City/Brigantine Connector project were
received by Atlandia Design, a subsidiary of
Mirage Resorts Incorporated (MRI), - The low bid of 190,595,000 was submitted by
Yonkers Contracting Company/Granite Construction
Company in association with URS Grenier
Consultants, Golder Associates, and Schlessinger
Associates. - Bids of 229,775,000 from Perini
Corporation/Slattery Associates in association
with E.E. Cruz Co., and Howard Needles Tammen
and Bergendoff, - Bids of 329,710,000 from Schiavone Construction
Co./Buckley Company, Inc./Parsons
Transportation Group in association with Gannett
Fleming, Converse Consultants East, and Parsons
Engineering Science
13Funding
- NJDOT contributed 95 million from the
Transportation Trust Fund. - 65 million was donated from the Casino
Reinvestment Development Authority - 60 million was donated from the SJTA.
- Payoffs
- The project permited the development of Marina
lands, which when combined with the roadway
construction, were estimated to have generated
63,000 construction and supply industry jobs and
33,000 other related jobs. Three proposed
casinos slated to be developed on Marina lands
were estimated to generate 16,500 permanent jobs
and result in 275 million a year in new state
and local tax revenues. - Borgata opened shortly after the roadway was
completed
14Design/Build DewateringProgram for the
BrigantineConnector, Atlantic City, NJ
- Construction of the 3000 foot long cut and cover
tunnel section of this project for NJDOT required
significant groundwater lowering for cuts as deep
as 40 feet directly along side the Penrose Canal.
The presence of widespread organic silt deposits
throughout the this area of Atlantic City raised
the concern about settlement due to widespread
groundwater lowering that would be expected with
conventional dewatering in highly permeable
soils. - The contractor installed a system of 100 deep
wells within the tight interlocking steel
sheeting that was driven to a 60-foot depth to
provide a partial groundwater cut-off. The
installed dewatering system provided dry sub
grade down to elevation 30 for a period of 16
months. The project was completed with no
interruption in groundwater lowering or
subsequent excavation and structural work. No
settlement was experienced.
15BUILDING THE CONNECTOR
- The tunnel, which has a 14-foot clearance,
travels under a landscaped park and a residential
area. - It parallels a canal where the excavation ranged
between 10 and 35 feet deep, and extends into
loose sands some 30 feet below the water table. - Supporting the sub-grade structure are storm
water pump stations (one of which is 45 feet
deep), ventilation systems, and related
electrical and mechanical systems.
16DESIGN COMPROMISES
- The Atlantic City-Brigantine Connector has
four 12-foot-wide lanes (two lanes in each
direction), with each carriageway separated by a
three-foot-high concrete ("Jersey") barrier.
There are no shoulders along the section near
Brigantine Boulevard, and limited-width shoulders
on the elevated section and in the tunnel itself
(only on the curves).
17 Other Design Compromises
- In order to have the ramps for Bacharach
Boulevard placed without having steep grades from
either the Atlantic City Expressway or the Marina
Tunnel, a two-track railroad grade crossing was
constructed at this location. Advance warning
signals alert motorists of trains approximately
one-quarter mile before the crossing.
Nevertheless, one pro-transit group, the Delaware
Valley Association of Rail Passengers, raised
questions about the railroad crossing located
near the Atlantic City-New Jersey Transit rail
terminal.
18And More Compromises
- The ramp from Bacharach Boulevard to the
eastbound connector lacks an acceleration lane
all traffic entering the connector must come to a
full stop. Construction of such a lane would have
required a prohibitively expensive relocation of
the Atlantic Energy power facility. - Owing to these design compromises, the speed
limit along the length of the connector is 35
MPH. Also owing to the design of the roadway,
vehicles carrying hazardous materials are
prohibited from using the connector.
19Route 29 Waterfront ImprovementsTrenton, Mercer
County
20Route 29 Waterfront ImprovementsTrenton, Mercer
County
- Project Start 1998 Project Complete
2003Project Value 71 million (Roadway only) - 15 Million for Deck Park
- Contractor Joint Venture CompanyPKF Mark
III/NCI joint venture - Designer DMJMHarris
- Client New Jersey Dept. of Transportation
21Project Need
- The long-time residents of historic Lamberton
Street in downtown Trenton N.J., live in
100-year-old brick row houses that are surrounded
by mature trees. - Lamberton Street connected State Route 29,
primarily a four- to six-lane freeway running
along the Delaware River, with Interstate 295. - In the mid-1990s, the New Jersey Department of
Transportation recognized that the situation
was unacceptable from the traffic, environmental
and human perspective, and undertook the Route 29
tunnel and its companion deck park project to
ensure efficient traffic operations and improve
the quality of life in the area.
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23Community Cooperation - CSD
- NJDOT began working with the community in 1996
Original proposal was to expand Route 29 into a
six-lane highway. - The meetings outcomes included
- a park on the deck over the Route 29 tunnel
- input in the design, safety, maintenance,
recreation and historical and architectural
elements for the deck park. - Construction on the deck park, South River Walk,
began in the Summer of 2002 with construction
completed in December 2003. - Community Partnering Team was established and
meetings continue
24Context Sensitive Design
- NJDOT formally incorporated it into its
procedures in 1999. - Community Partnering Team Goals were identified
and sub-committees formed to address - Steering
- Landscape and design
- Project coordination - Natural resources
- Bikepath - Pedestrian - Multimodal
- Safety - Security - Maintenance
- Funding
- Local issues
- Parking
25Community Partnering Team
- The Community Partnering Team focus
- Shoreline mitigation at Duck Island
- Boat docks and pedestrian access at Waterfront
Park - Parking garage for the stadium and office
buildings - South River Walk Park
- Bike path from Stacy Park to the Assumpink Creek
- North River Walk
-
26Bike Path
- All of the facilities will be linked by a
continuous bicyclist and pedestrian path from
Stacy Park to Duck Island. - Signs will direct bicyclists and pedestrians to
other waterfront amenities. - Will link to the Trenton Marriott Hotel,
- the Heritage Trails to the Philadelphia East
Coast Greenway to Newark, - the capital to coast connecting the shore trails
to the east and - the Delaware Raritan Canal to Lambertville/New
Hope to the north.
27Boat Docks
- The Mercer County docks, located on the Delaware
River starting in front of the Waterfront Park
Baseball Stadium, will add 1,000 feet of access
to the Trenton waterfront on the Delaware
River. - A second phase of this project will include an
amphitheater for programmed or informal events,
an interactive fountain for family fun and a
waterside plaza that will be a focal point for
the north and south river walks.
28North River Walk
- A fishing wharf, is located immediately south of
the Northeast Corridor railroad bridge. This area
will accommodate fishing and passive recreational
activities. - The southern portion will be a landscaped
esplanade with benches. The northern section has
been designed with fishermen in mind.
29Shoreline Mitigation
- NJDOT's Open Water Mitigation Project created a
shallow water habitat along the eastern bank of
the Delaware River in the vicinity of Duck
Island. The habitat area is twice the size of the
original habitat located at the foot of the
tunnel.The enlarged shallow water marsh is
incorporated as part of the Hamilton-Trenton
Marsh and will provide additional habitat
diversity for the approximately 234 species of
birds found in this area.This work is in
keeping with NJDOT's mission to build
transportation projects in an environmentally
responsible manner. It also satisfies the permit
requirements set forth by the Army Corps of
Engineers and the NJ Department of Environmental
Protection for the construction for the Route 29
tunnel.
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31The Roadway Project
- The NJ 29 project included construction of four
12ft-wide lanes (two lanes in each direction),
12ft wide shoulders and a concrete ('Jersey')
barrier to separate opposing traffic flows. - The NJ Route 29 project was included as part of
the 1998 'TEA-21' Federal transportation bill.
The contractor's bid for the project was 71
million. - The entire project was completed in 20 months.
32Route 29 Tunnel
- The design build contract was awarded to PKF mark
III/NCI joint venture - DMJMHarris designed a bonded post-tensioned
solution - The contractor was able to increase the pours
from 50 to 100 thus reducing the overall
project schedule by 50 using mass concrete
placement methods - Longitudinal PT was used in the tunnel base slab,
walls and roof slab. Additional transverse PT was
added to the roof slab to provide reinforcement
for the 3 soil backfill for a community park. - The multistrand PT system consisted of 3 strand
tendons in the center wall, 12 strand tendons in
the east wall and 17 strand tendons in the base
slab. Larger, 31 strand tendons were used in the
roof slab where the tunnel reached a maximum
width of 110. The tunnel west side was designed
with equally spaced 3 columns creating an open
view of the Delaware river.
33RIVERFRONT PARK
- The engineering consulting firm Vollmer
Associates, the NJDOT built a 15 million,
6.5-acre park atop the deck of the NJ 29 tunnel. - Completed in 2003, the park features trees,
landscaping and an interpretive area highlighting
the history of the South Trenton waterfront.
34South River Walk
- A 6.5-acre urban park was constructed over the
tunnel section of Route 29. The park offers a
bicyclist and pedestrian walkway, lawn areas,
pavilions, a children's playground, an historic
interpretive area and an urban streetscape plan
along Lamberton Street.
35Park Design
- The park features
- permanent historic exhibits composed of
sculptural arches representing five centuries of
Trenton area history, - a timeline of date stones,
- informative bronze plaques and signs
commemorating the history of the Trenton area. - The project involved complex, multi-faceted
historical and archaeological issues, significant
research, subsurface testing, data recovery and
monitoring during construction.
36Safety, Operations Emergency Response
Underground Transportation Systems
by Harry A. Capers, Jr. PE Office of
Transportation Security
- International Technology Scanning Program
NCHRP
National Cooperative Highway Research Program
American Association of State Highway and
Transportation Officials
Federal Highway Administration
37Current US Practice
- National Fire Protection Association (NFPA)
standards - NFPA 130 Standard for Fixed Guideway Transit and
Passenger Rail Systems - NFPA 502 Standard for Road Tunnels, Bridges, and
Other Limited Access Highways - No AASHTO Standards exist
38UTS Scan Countries
Rome
September 23 October 9, 2005
39Findings
- 34 technologies of interest
- 9 for further consideration
- Key
- Innovative design and emergency management
- Used for both natural and man-made disasters
40Human Factors video
41Gotthard Tunnel Fire on October 24, 2001
42Gotthard Tunnel Fire on October 24, 2001
43Findings - 1
- Escape Route Signs that are Universal and
Consistent Visual, Audible, Tactile - Widespread uniformity promotes understanding.
- In an incident, confusion is minimized.
- Use of combined senses (visual, audible, tactile)
increases effectiveness. - U.S - National Fire Protection Association codes
should include human factors considerations.
44Visual AudibleTactile
45Escape Routeand Signage
Universal and Consistent Signs in Mont Blanc
Tunnel
46Universal and Consistent Signs
47Findings - 2
- Guidelines for Existing and New Tunnels
- Need AASHTO tunnel guidelines
- Planning, design, construction, maintenance,
inspection, and operations - Note AASHTO Subcommittee on Bridges and
Structures created Technical Committee for
Tunnels, T-20
48T-20 Technical Committee on Tunnels - Scope
- Scope
- This committee is concerned with all factors
pertinent to the design and construction of
highway tunnels and their components, including
design, construction, inspection, maintenance,
and security, including designing for and
responding to manmade and natural hazards.
Highway tunnels as recognized by this committee
include covered roadways confined on both edges
equal to or greater than ? feet in length along
centerline of roadway regardless of type of
structure or method of construction.
49T-20 Technical Committee on Tunnels -
Responsibilities
- Development and maintenance of design, inspection
and construction specifications specifically
related to highway tunnels. - Coordination with other AASHTO Committees as
necessary on cross cut issues. - Deployment of and AASHTO approved Highway Tunnel
Management System. - Identification of research needs and development,
review of and recommend for committee
consideration research problem statements related
to highway tunnels. - Represent the SCOBS as necessary to other
agencies on matters pertaining to highway tunnels.
50Issues to consider Emergency pull-out areas and
variable message signs
51Issues to consider Refuge room requirements
52Findings - 3
- Tunnel Emergency Management Guidelines
- - Human Factors
- Behavior hard to predict during emergency.
- People are their own first rescuers.
- People must react correctly and quickly.
- Guidelines must account for this human behavior.
- Guidelines should be included in tunnel planning,
design, and emergency response.
53Tunnel Ventilation
54Findings - 4
- Education for Motorist Response to Tunnel
Incidents - Self-rescue is best first response in tunnel
incident. - It is important to react quickly and correctly.
- Motorists are not clear on needed action.
55Findings - 5
- Automatic Incident Detection Systems
- Intelligent Video
- Automatically detects, tracks, and records
incidents. - Tells operator to observe event in question.
- Allows operator to take appropriate action.
- This concept can also be applied to detect
other activities and incidents in areas besides
tunnels, from terrorist activities to accidents,
vandalism and other crimes, fires, vehicle
breakdowns, etc.
56Findings - 6
- Design Criteria to Promote Optimal Driver/ User
Performance and Response to Incidents - Designers - be aware of ways to minimize fire and
traffic safety hazards - Evaluate materials and design details
57Emergencyalcoves sheltersevery 656 feet
A86 East Tunnel
Uniform Consistent Signs
One-way Traffic on Each Level
Independent Ventilation at each level
58Full-size Model of One Section of Paris A-86
Motorway Twin Tube
59Findings - 7
- One-Button Emergency Response Automated Sensor
Systems - To Take action immediately! the operator must
initiate several actions simultaneously. - Press one button
- Initiates several critical actions
- Eliminates operator chance to omit important step
or perform action out of order - Automated sensor systems are helpful in
determining response, e.g., opacity sensors.
60Several actions are initiated by moving a yellow
line over the area of a fire incident
61Mont Blanc Tunnel Fire Fighting Truck
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63Findings - 8
- Risk-Management for Tunnel Safety Inspection
Maintenance - European use of risk-based methodologies for
- Safety inspection time and frequency
- Maintenance/rehabilitation scope and timing
- Inspect less-critical or more-durable portions of
system less frequently and concentrate
inspections on more critical or fragile
components.
64Findings - 9
- Light-Emitting Diode (LED) Lighting for
- Edge Delineation Safe Vehicle Distance
- Lights identify edge of roadway
- Blue lights identify safe vehicle spacing
- Blue lights are spaced among the edge delineation
lights - More reliable than speed-based guidelines
65LED Lights on Outside Roadway Edges in Grilstad
Tunnel in Norway
66LED Lights for Edge Delineation and Vehicle
Spacing in Mont Blanc Tunnel
67Semmering Tunnel, Austria
68Thank You and Good Luck!