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Transportation
Research Program Overview
Statewide
Planning & Research Program (SP&R)
WINTERPORT
GEOSYNTHETICS An experimental construction project was
constructed in 1997 along Rt.1A in Winterport-Frankfort. The test
sections include different applications of structural and drainage
geosynthetics to improve the performance of a roadway reconstructed
over poor soils. The roadway section consists of the standard thick
24” gravel subbase and 6” pavement. Instrumentation and data collection
was installed to determine stresses and responses to loads, freeze-thaw,
etc. Analysis to date shows stresses and strains on the structural
geosynthetics to be a small percentage of maximum allowances. The
drainage geocomposites are showing excellent results in effectively
removing ground water. This study has allowed us to monitor the
performance of the geosynthetic applications.
PERMEABILITY
OF BASE MATERIALS The Department has and will be constructing
pavement structures using drainable base layers. Numerous test sections
will be constructed and monitored for performance, maintainability,
and cost effectiveness. This study will conduct lab and field permeability
tests on the drainage layers and provide recommendations on the
most economical materials.
SAFETY
OF TRAFFIC SIGNALS. Crash analysis shows that safety at signalized
intersections has been declining. Studies by the Insurance Institute
for Highway Safety show that an increasing number of drivers running
red lights may be the primary cause of this safety deterioration.
This study will use field observations, conflict studies, crash
data analysis, and in-depth interviews with people involved with
crashes in order to identify crash reduction countermeasures at
signalized intersections.
RELATING
PAVEMENT THICKNESS TO PERFORMANCE The Department's Pavement
Preservation Program amounts to approximately 91 million dollars
and 400 miles of resurfacing in the upcoming BTIP. Hot mix asphalt
resurfacing thicknesses are presently based on engineering judgment
and experience. There is a need to better identify the added life
that thicker pavement overlays will provide. This study will test
four different HMA overlay thicknesses using scaled, accelerated
load testing equipment. The number of traffic loads applied and
pavement distress criteria will be used to determine the service
life of typical pavement overlays.
IDENTIFICATION
OF COMMUNICATION NEEDS This study will project the Department's
future communication needs and provide recommendations on the most
cost effective means to meet those needs. The focus will be on electronic
communications between the central office, Division offices, and
M&O camps. There will also be attention given to our current
and projected Intelligent Transportation Systems needs including
Road Weather Information Stations, Weigh in Motion systems, and
Commercial Vehicle automated clearance systems and traveler information
systems.
WATERSHED
DRAINAGE Based on a 1981 U.S. Water Resources Council study
current methods to predict peak flows for small drainage watersheds
are grossly inaccurate. When current methods were compared to actual
gauged (true) flows errors ranging from 55% to 75% for underestimation
and 105% to 310% overestimation were determined. Clearly this could
lead to under- and over- sizing culverts. The costs associated with
materials are significant. However, the cost associated with flood
event damage can be enormous. This study will gage 15 diverse watersheds
geographically spread across the state. Peak flow data will be compared
to current prediction methods and results analyzed. This three-year
study will provide an indication of the accuracy of the models.
RECOMMENDATION
AND VALIDATION OF SCOUR FORMULAE FOR MAINE RIVERS - PHASE III: DATA
ACQUISITION & ANALYSIS The primary objective of the
research is to determine formulae which best describe the sediment
transport characteristics of Maine rivers. The first phase of the
research involved a review of all published scour formulae. By identifying
those formulae, which were derived for conditions similar to our
local ones, it would be possible to isolate a subset of equations,
which could be used in subsequent scour evaluations. The second
phase of the project is a more systematic plan to obtain data and
overcome the difficulty created by insufficient data. Information
will be acquired regarding flood velocities, stages, and scour depths
at 3 sites on a regular basis for a period of 6 months. This information
would provide a way to validate the recommended formulae. The third
phase of the project is a more comprehensive data collection effort
involving a USGS mobile unit, which will collect field data during
flood events. This data will be used in the national database and
Maine 's own database to analyze scour equations. This will be a
four (4) year data collection effort depending upon the flood events
that occur.
INTEGRAL
ABUTMENTS ON SHALLOW LEDGE Whenever appropriate the Department
uses integral abutment bridge types due to their cost effectiveness
versus conventional abutment types. Integral abutments eliminate
the need for costly and maintenance-intensive open expansion joints.
Also, expensive cofferdam construction and work in the water is
minimized. Current design practices limit integral abutment usage
to subsurface conditions with greater than ten feet to ledge. Design
of these abutments on shallow ledge could provide a more economical
bridge structure. It is anticipated that up to six structures per
BTIP could be designed in this manner if research is successful.
This study will develop laboratory models such that integral abutments
and proper details could be evaluated for shallow ledge conditions.
If modeling is successful than a second phase will instrument and
evaluate an integral abutment constructed on shallow ledge.
SAFE
WAYS TO SCHOOL The percentage of children who walk or bike
to school has declined drastically in the last thirty years from
over 80% in the 1960's to less than 20% today. Accompanying this
decline has been a dramatic increase in obesity in adults and children
alike. Physical inactivity has contributed to the 100% increase
in childhood obesity in the U.S. since 1980. This study will conduct
an in-depth analysis of three selected school districts in Maine
. Current practices will be measured, attitudinal surveys administered,
obstacles to walking and biking identified, and implementation plans
to overcome these obstacles developed.
RWIS
/ ANTI-ICING Snow and ice control improvements has been
identified as one of the Departments goals in its Strategic Plan.
RWIS / Anti-icing technology involves the timely application of
chemicals and is being successfully demonstrated throughout the
country. The Department should evaluate this technology for quantitative
evidence of its effectiveness. The objective of this study is to
evaluate RWIS/Anti-icing technology in Maine . A Road Weather Information
System has been designed and installed to be used by crews to assess
the need and timing of anti-icing chemicals in the proper amounts
and at the right time. Department crews have gained hands-on experience
with this technology.
TIDAL
RESTRICTION STUDY The Army Corp of Engineer's Coastal America
Program provides planning assistance to states for the identification
and assessment of degraded tidal wetland sites. The focus of this
study will be on sites where the wetland degradation is caused primarily
by tidal flow restrictions associated with roadways. The study area
to be investigated is the coastal area from the northern boundary
of the Scarborough marsh watershed to the Sheepscot River . The
benefits of this study will be the identification of tidal restrictions
in the study area and the options/opportunities for repairing any
degraded adjacent wetlands. The Study information will provide to
the Department a list of mitigation sites available for future MDEP
and ACOE compensatory use in this region of the state.
DEVELOP
AASHTO PAVEMENT DESIGN GUIDELINES FOR ROADWAYS WITH TIRE SHRED EMBANKMENT
The Department and the University of Maine have worked closely over
the past ten years in defining engineering properties of tire shreds
and monitoring performance of various highway applications. This
has resulted in millions of scrap tires being removed from stockpiles
and reused in a beneficial way in our transportation infrastructure.
This study will develop design methodology that can be used by highway
and pavement designers where tire shreds are part of the highway
embankment. The end result will be an AASHTO accepted design.
ANALYSIS
OF HIGH SPEED FERRY ALTERNATIVES The Maine Sensible Transportation
Policy Act requires MaineDOT to evaluate a full range of reasonable
transportation alternatives. Relieving congestion along the Maine
coast is an identified need. Use of ferryboats is a reasonable alternative.
This study will analyze the potential of using high-speed ferries
along the Maine coast. This will include site visits and interviews
with manufacturers, potential routes, oceanographic condition assessment,
engineering evaluations, and selection of high speed ferries meeting
Maine needs. Phase 1 of this study has been completed. This portion
of the study identifies the most suitable high-speed craft for the
Maine coastline. Phase 2, funded in this program, will provide us
with general information concerning the environmental impact of
fast ferries in various operating conditions and methods to reduce
wake wash problems.
HYDROLOGY
STUDY Presently land use factors are not considered in
the existing methodology for the design of structure for small watersheds
(1 to 25 sq. mi.), however, with increasing urbanization of many
parts of Maine , numerous examples indicate land use is indeed having
significant impact on watersheds in this size range. This study
will use actual stream flow data from two sites coupled with historic
land use data to develop a new methodology for calculating flows
at these types of urbanized watersheds. The United States Geological
Survey, Maine Division, will provide gauged stream data equipment
and data, analytical skills, and other research services.
RESEARCH
PEER EXCHANGE The MaineDOT Research program cooperates
in a peer exchange which concentrates on the Research, Development,
and Technology Transfer management process. MaineDOT hosts peer
exchange within this program.
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last updated: September 26, 2005
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